S02_Attachment-3_Drawing-Plans_858IC3019.pdf

PDF 13 MB Posted Jul 8, 2020

Attached to: Y1LB--Road Renovation at Little Rock National Cemetery. Project: 858IC3019 planned IFB Bid Documents will be submitted by ELECTRONIC DELIVERY
Solicitation number: 36C78620B0021
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice provides details for an upcoming invitation for bid (IFB) to be issued by the Department of Veterans Affairs National Cemetery Administration. The IFB is for the Little Rock National Cemetery Roads Renovation project located in Little Rock, Arkansas.

The scope of work includes demolition, erosion control, excavation, grading, storm drainage, utilities, roads, curbs, paving, and landscaping. There are four contract line item numbers, with the base requirement under CLIN 0001 and three additives. The performance period is 270 calendar days from notice to proceed. The estimated value is between $500,000 to $1 million.

The NAICS code is 237990 and the size standard is $36.5 million. The procurement is 100% set aside for service-disabled veteran-owned small businesses. Firms must be registered and verified in the Vendor Information Pages database. The solicitation and any amendments will be posted on beta.SAM.gov. Offers are due on or about July 7, 2020 unless amended. The contracting officer can be contacted with any questions.

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Other files

File	Type	Posted
36C78620B0021 0001.docx	DOCX document	Jul 23, 2020
S02_Attachment-5_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Jul 8, 2020
S02_Attachment-1_SOW_858IC3019.pdf	PDF	Jul 8, 2020
36C78620B0021_Solicitation.docx	DOCX document	Jul 8, 2020
S02_Attachment-4_WD_HIGHWAY_Pulaski Co_AR20200171_5-1-20.pdf	PDF	Jul 8, 2020
S02_Attachment-2_Specifications_858IC3019.pdf	PDF	Jul 8, 2020

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

DEPARTMENT OF

VETERANS AFFAIRS

PULASKI COUNTY

LITTLE ROCK, ARKANSAS

ROAD RENOVATION

PROJECT NUMBER: 858IC3019

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 EXISTING CONDITIONS PLAN

4. GI100 OVERALL SITE DEVELOPMENT PLAN

5. GI200 CONSTRUCTION SEQUENCE PLAN PHASE I

6. GI201 CONSTRUCTION SEQUENCE PLAN PHASE II

7. CD100 OVERALL SITE DEMOLITION PLAN

8. CD101 SITE DEMOLITION PLAN

9. GC101 EROSION AND SEDIMENT CONTROL PLAN

10. GC102 EROSION AND SEDIMENT CONTROL PLAN

11. GC103 EROSION AND SEDIMENT CONTROL PLAN

12. GC500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

13. CS100 OVERALL SITE KEY MAP

14. CS101 SITE LAYOUT AND UTILITY PLAN AREA 1

15. CS102 SITE LAYOUT AND UTILITY PLAN AREA 2

16. CS103 SITE LAYOUT AND UTILITY PLAN AREA 3

17. CU260 STORM PROFILES

18. CU261 SANITARY SEWER PROFILES

19. DT500 PAVING AND TEMPORARY SIGNAGE DETAILS

20. DT501 UTILITY DETAILS

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

LITTLE ROCK NATIONAL CEMETERY

PREPARED BY

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

6110 EXECUTIVE BOULEVARD

SUITE 440

ROCKVILLE, MD 20852

PHONE: 202-299-0530

WWW.OCMI.COM

NORTH

COVER SHEET

GI001

LITTLE ROCK NATIONAL

CEMETERY

(PROJECT SITE)

LITTLE ROCK NATIONAL

CEMETERY

(PROJECT SITE)

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF

VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF

WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, WHERE APPLICABLE.

3. CONTRACTOR SHALL CONTACT ARKANSAS ONE CALL SYSTEM, INC. AT 1-800-482-8998 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

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

PHASING AND DETAILS.

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

CONTROL EROSION AND SEDIMENTATION

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

FOR CONSTRUCTION.

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

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

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

9. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT

THE GOVERNMENT'S EXPENSE.

10. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE OR THE LOCATION OF UNDERLYING ROCK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.

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

CONTRACTOR

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

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

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

THE WORK.

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

UNDULY IMPEDED BY THE CONTRACTOR'S OPERATIONS.

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

17. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

18. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE

REPAIRED AT NO COST TO THE OWNER.

19. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

20. TREE ROOTS ENCOUNTERED DURING EXCAVATION, PAVEMENT REMOVAL, OR OTHER DEMOLITION WORK SHALL BE CLEANLY PRUNED FLUSH TO THE EDGE OF

THE EXCAVATION/DEMOLITION AREA.

GENERAL NOTES:

1. THE PROPOSED SITE WORK FOR 'LITTLE ROCK NATIONAL CEMETERY ROAD RENOVATION' INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

· DEMOLITION OF EXISTING ASPHALT PAVEMENT AND SUBBASE MATERIALS, EXISTING CURB & GUTTER & EXISTING STORM DRAIN INFRASTRUCTURE

· FULL DEPTH ASPHALT PAVEMENT REPLACEMENT OF PORTIONS OF MEMORIAL AVENUE, FLAG AVENUE, MONUMENT CIRCLE & VETERANS AVENUE

· MILL AND OVERLAY OF ASPHALT PAVEMENT OF PORTIONS OF MEMORIAL AVENUE

· CONCRETE CURB & GUTTER REPLACEMENT

· STORM DRAIN RECONSTRUCTION ON PORTIONS OF MEMORIAL AVENUE, FLAG AVENUE & VETERANS AVENUE

THE PROJECT IS LOCATED IN LITTLE ROCK, PULASKI COUNTY, ARKANSAS.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. THE EXISTING CONDITIONS PLAN CONSISTS OF AN ORIGINAL SURVEY BY SACKS SURVEYING & MAPPING, P.P., GREENSBORO, NC, DATED 11-28-12 AND A SUPPLEMENTAL SURVEY BY KOEHLER ENGINEERING AND LAND SURVEYING, INC., DATED 09-16-19.

BOTH PROJECT SURVEYS WERE COMPLETED IN THE ARKANSAS SPCS, NORTH ZONE, NAD 83 AND WITH A VERTICAL DATUM IN NAVD 88, TIED TO THE ORIGINAL

SURVEY.

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

DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

4. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 05119C0457G DATED JULY 06, 2015. PORTIONS OF THIS PROPERTY ARE LOCATED WITHIN THE 100-YEAR

FLOODPLAIN AREA (ZONE AE) AS SHOWN ON THE EXISTING CONDITIONS PLAN.

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

SCHEDULED BURIALS.

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

EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON

SITE.

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA HOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CREMAINS

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCP REINFORCED CONCRETE PIPE/REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

ABBREVIATIONS:

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

GI002

REVERSE CURB

W W

TRANSCURB

X X X

FM FM FM

SSSS

15" RCP

CIVIL LEGEND

EXISTING

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

WATER MAIN

BUILDINGS

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

ORNAMENTAL FENCE

SOIL PROFILE BOUNDARY

WIRE FENCEXXXX

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

FLAG POLE

FEATURE WALL

SANITARY SEWER FORCE MAINFM FM FM

W W W

LIMITS OF WORK

DRIP LINE OF BRUSH

WETLANDS

BOLLARD

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

DETAIL LABEL

SOIL PROFILE SYMBOL

TEST-PIT

JERSEY BARRIER

NORTH ARROW

DEMOLISHED

EXISTING

PROPOSED / NEWEXISTING

TO REMAIN

BENCH MARK SYMBOL

FLOOD PLAIN LINE

LIMITS OF BURIAL SECTION

TBM

AutoCAD SHX Text 8" W/M

AutoCAD SHX Text

INV

AutoCAD SHX Text

8" SAN. SEW.

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text co

AutoCAD SHX Text xx

AutoCAD SHX Text

XXXX

AutoCAD SHX Text

DETAIL #

AutoCAD SHX Text

SHEET REFERENCE

AutoCAD SHX Text

AutoCAD SHX Text 543.6

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text 8" W/M

AutoCAD SHX Text

8" SAN

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

EX.

AutoCAD SHX Text A

AutoCAD SHX Text 11B

AutoCAD SHX Text 10C

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text

100 YEAR FLOOD PLAIN

FLUME (TYP)

CONCRETE WALL W/FENCING

STONE WALL

STONE W

ALL

STONE WALL

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

SHELTER

COMMITTAL

FLAG AVENUE

PAVED ROAD

CONC.

MONUMENT

WALL VENT

GRAVEL

ICV

END OF WALL

ROSTRUM

8" D.I.P.

END NOT FOUND

APPROXIMATE DIRECTION

BRIDGE

TBM

PAVED

MEMORIAL AVENUE

WALL

STO

GATECABLE

262.10@INVERT

253.87@INVERT

252.04@INVERT

251.91@INVERT

HOSE

BIB

42" BLACK OAK

3" TREE CLUSTER

5" TREE CLUSTER

4" TREE CLUSTER

12" IRONWOOD TREE36" OAK

CONC. SIDEWALK

PLANTER

VETERANS AVENUE

FLAG POLE IN ISLAND

15" CMP15" CMP

6" CLAY

6" C

6" CLAY 8" CLAY 6" PVC

" C

12" CONC.

6" CLAY

6" P

/ 8

" C

4" METAL

6" CONC.

15" CMP

8" CONC.

8" C

6"Ø-?

6" Ø-

6"Ø-?

8" CONC.10" CONC.

8" CONC.

8" CONC. 8" CONC.

8" CONC.

6"Ø

6"Ø-?

12" CONC.

6" CONC.

12"CMP

10" CONC?

12"CMP

12"

CMP

12" CONC

24" CMP

18"CMP

12"CMP

39a

38a37a

43a 42a41a

33 32 32b

50 51

41 44

01a

45 46

15A

SPRINGER BLVD.

MONUMENT CIRCLE

MEMORIAL AVENUE

FLAG AVENUE

EAST 26TH STEET

MAINTENANCE

BUILDING

ADMINISTRATION

BUILDING

COMMITTAL

SHELTER

ROSTRUM

BRIDGE

STONE

WALL

GRAVEL

DRIVE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

VL100

OVERALL EXISTING CONDITIONS

PLAN

GRAPHIC LEGEND:

EXISTING BURIAL SECTION

CONFEDERATE BURIAL SECTION

EXISTING CONDITIONS PLAN NOTES:

1. THE EXISTING CONDITIONS PLAN CONSISTS OF AN ORIGINAL SURVEY BY SACKS

SURVEYING & MAPPING, P.P., GREENSBORO, NC, DATED 11-28-12 AND A SUPPLEMENTAL

SURVEY BY KOEHLER ENGINEERING AND LAND SURVEYING, INC., DATED 09-16-19. BOTH

PROJECT SURVEYS WERE COMPLETED IN THE ARKANSAS SPCS, NORTH ZONE, NAD 83

AND WITH A VERTICAL DATUM IN NAVD 88, TIED TO THE ORIGINAL SURVEY.THE

TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT.

2. THE BOUNDARY OF THIS PROPERTY WAS NOT SURVEYED IN CONJUNCTION WITH THE

EXISTING CONDITIONS SURVEYS. NO EFFORT HAS BEEN MADE TO RE-ESTABLISH OR

DEPICT PROPERTY LINES, RIGHTS-OF-WAY, EASEMENTS, OR OTHER MATTERS OF

SURVEY AT THIS SITE.

3. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND

PREVIOUS RECORD DRAWINGS. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL

UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED

BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES

NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND

UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR

TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE

MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER.

4. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 05119C0457G DATED JULY 06,

2015. PORTIONS OF THIS PROPERTY ARE LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE AE) AS SHOWN ON THE EXISTING CONDITIONS PLAN.

AutoCAD SHX Text

ELEVATION 260.83

AutoCAD SHX Text

MAG NAIL IN PAVEMENT

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

POLE

AutoCAD SHX Text

FLAG

AutoCAD SHX Text W

AutoCAD SHX Text

BURIED CABLE BOX

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

100 YEAR FLOOD PLAIN

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

FLUME (TYP)

CONCRETE WALL W/FENCING

STONE WALL

STONE W

ALL

STONE WALL

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

SHELTER

COMMITTAL

FLAG AVENUE

PAVED ROAD

CONC.

MONUMENT

WALL VENT

GRAVEL

ICV

END OF WALL

ROSTRUM

8" D.I.P.

END NOT FOUND

APPROXIMATE DIRECTION

BRIDGE

TBM

PAVED

MEMORIAL AVENUE

WALL

STO

GATECABLE

262.10@INVERT

253.87@INVERT

252.04@INVERT

251.91@INVERT

HOSE

BIB

42" BLACK OAK

3" TREE CLUSTER

5" TREE CLUSTER

4" TREE CLUSTER

12" IRONWOOD TREE36" OAK

CONC. SIDEWALK

PLANTER

VETERANS AVENUE

FLAG POLE IN ISLAND

15A

SPRINGER BLVD.

MONUMENT CIRCLE

MEMORIAL AVENUE

FLAG AVENUE

EAST 26TH STEET

A B C

A E

CLIN 004

FULL DEPTH PAVEMENT

RECONSTRUCTION

CLIN 002

MILL AND OVERLAY

CLIN 003

STORM DRAIN

INSTALLATION

FULL DEPTH

PAVEMENT

RECONSTRUCTION

B C

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

OVERALL SITE DEVELOPMENT

PLAN

GI100

PAVEMENT MILL AND OVERLAYB

STORM DRAIN INSTALLATION

CURB AND GUTTER REPLACEMENT

FULL DEPTH PAVEMENT RECONSTRUCTION

FULL DEPTH PAVEMENT RECONSTRUCTION - CLIN 003

PAVEMENT MILL AND OVERLAY - CLIN 002

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

GRAPHIC LEGEND:

MOUNTABLE CURB

AND GUTTER

EXISTING STORM LINE TO

BE ABANDONED

FULL DEPTH PAVEMENT

RECONSTRUCTION

PAVEMENT MILL AND

OVERLAY

H CAP AND ABANDON EXISTING STORM LINE BY MEANS

OF PIPELINE GROUTING

F FULL DEPTH PAVEMENT RECONSTRUCTION - CLIN 004

AutoCAD SHX Text

ELEVATION 260.83

AutoCAD SHX Text

MAG NAIL IN PAVEMENT

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

POLE

AutoCAD SHX Text

FLAG

AutoCAD SHX Text W

AutoCAD SHX Text

BURIED CABLE BOX

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

SFSFSFSF

STAGING AREA

STAGING

AREA

GRAVEL

ICV

8" D.I.P.

END NOT FOUND

APPROXIMATE DIRECTION

HOSE

BIB

15" CMP15" CMP

6" CLAY

6" C

6" CLAY 8" CLAY 6" PVC

" C

12" CONC.

6" CLAY

6" P

/ 8

" C

4" METAL

6" CONC.

15" CMP

8" CONC.

8" C

6"Ø-?

6" Ø-

6"Ø-?

8" CONC.10" CONC.

8" CONC.

8" CONC. 8" CONC.

8" CONC.

6"Ø

6"Ø-?

12" CONC.

6" CONC.

12"CMP

10" CONC?

12"CMP

12"

CMP

12" CONC

24" CMP

18"CMP

39a

38a37a

43a 42a41a

33 32 32b

50 51

41 44

01a

45 46

15A

12" RCP CL III

" R

III

18" RCP CL III

24" RCP CL III12" RCP CL III

24" RCP CL III

12" RCP CL III

24" RCP CL III

12" RCP CL III

" R

L I

12" RCP CL III

GENERAL PUBLIC

ENTRANCE CLOSED

CEMETERY GUESTS TO BE RE ROUTED TO

INTERIM PUBLIC ENTRANCE. CONTRACTOR

VEHICLES PROHIBITED FROM ACCESSING THE

CEMETERY THROUGH MAIN ENTRANCE OF THE

CEMETERY PAST THIS POINT.

PRIMARY

CONSTRUCTION

ACCESS.

INTERIM GENERAL

PUBLIC ENTRANCE

CONTRACTOR VEHICLES PROHIBITED

FROM ACCESSING THE CEMETERY

THROUGH MAIN ENTRANCE OF THE

CEMETERY PAST THIS POINT.

TEMPORARY COMMITTAL

SERVICE SHELTER

STAGING AREA

STAGING

AREA

FLAG AVENUE

VETERANS AVENUE

PAVED

MEMORIAL AVENUE

VETERANS AVENUE

SPRINGER BLVD.

MONUMENT CIRCLE

MEMORIAL AVENUE

FLAG AVENUE

EAST 26TH STEET

CONSTRUCTION FENCE

TEMPORARY SIGN 1

TEMPORARY

CONSTRUCTION GATE

USE

TEMPORARY

ENTRANCE

MAIN

ENTRANCE

CLOSED

LITTLE ROCK

NAT'L CEM.

ENTRANCE

LITTLE ROCK

NAT'L CEM.

ENTRANCE

TEMPORARY SIGN 2 & 3

NORTH

FACING

SIGN

SOUTH

FACING

SIGN

LITTLE ROCK

NAT'L CEM.

ENTRANCE

LITTLE ROCK

NAT'L CEM.

ENTRANCE

TEMPORARY SIGN 2 & 3

WEST

FACING

SIGN

EAST

FACING

SIGN

WORK IN THIS AREA IS SUBJECT TO

ARCHAEOLOGICAL MONITORING AS

DIRECTED BY THE ARKANSAS HISTORIC

PRESERVATION PROGRAM.

CONTRACTOR SHALL NOTIFY RE/COR AT

LEAST 1 WEEK PRIOR TO BEGINNING

WORK TO ALLOW FOR SCHEDULING OF

REQUIRED MONITORING

WORK IN THIS AREA IS SUBJECT TO

ARCHAEOLOGICAL MONITORING AS

DIRECTED BY THE ARKANSAS HISTORIC

PRESERVATION PROGRAM. CONTRACTOR

SHALL NOTIFY RE/COR AT LEAST 1 WEEK

PRIOR TO BEGINNING WORK TO ALLOW

FOR SCHEDULING OF REQUIRED

MONITORING

CONSTRUCTION SEQUENCE PLAN

PHASE I

GI200

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

GRAPHIC LEGEND:

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

SEQUENCE OF CONSTRUCTION:

1. CONFIRM ALL APPLICABLE LOCAL, STATE AND REGULATIVE AGENCY PERMITS.

2. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE .

3. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH

THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.

4. INSTALL TEMPORARY COMMITTAL SERVICE SHELTER

5. COMPLETE WORK IN AREAS IN THE FOLLOWING ORDER (LIST IS NOT INTENDED TO BE ALL INCLUSIVE):

AREA 1A CONSISTS OF THE FOLLOWING:

NOTE: ARCHAEOLOGICAL MONITORING IS REQUIRED IN PORTIONS OF THIS WORK AREA. SEE PLAN AND

GENERAL CONSTRUCTION REQUIREMENTS NOTE #7.

1. INSTALLATION OF STORM SEWER AND ASSOCIATED SITE WORK INCLUDING DEMOLITION AND/OR

RELOCATION OF SPECIFIED UTILITIES.

2. FULL DEPTH REPLACEMENT OF MEMORIAL AVENUE SECTION

3. MILL AND OVERLAY OF MEMORIAL AVENUE SECTION

4. CURB AND GUTTER REPLACEMENT

AREA 1B CONSISTS OF THE FOLLOWING:

1. INSTALLATION OF STORM SEWER AND ASSOCIATED SITE WORK INCLUDING DEMOLITION AND/OR

RELOCATION OF SPECIFIED UTILITIES.

2. CURB AND GUTTER REPLACEMENT.

3. FULL DEPTH PAVEMENT REPLACEMENT OF FLAG AVENUE

AREA 1C CONSISTS OF THE FOLLOWING:

NOTE: ARCHAEOLOGICAL MONITORING IS REQUIRED IN PORTIONS OF THIS WORK AREA. SEE PLAN AND

GENERAL CONSTRUCTION REQUIREMENTS NOTE #7.

1. INSTALLATION OF STORM SEWER AND ASSOCIATED SITE WORK INCLUDING DEMOLITION AND/OR

RELOCATION OF SPECIFIED UTILITIES.

2. FULL DEPTH PAVEMENT REPLACEMENT OF FLAG AVENUE REMAINDER.

AREA 1D CONSISTS OF THE FOLLOWING:

1. MILL AND OVERLAY OF SECTION OF MEMORIAL AVENUE

AREA 1A

AREA 1B

AREA 1C

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL PAINT MARKINGS UPON COMPLETION OF WORK.

2. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NON-FUNCTIONAL DURING THE PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO THE OWNER.

3. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT

TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS OR CHAPEL.

4. THE CONTRACTOR MAY REQUEST LIMITED USE OF EXISTING MAINTENANCE AREA AND OPEN SPACES THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST APPROVED BY THE RE/COR AND MUST BE DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

5. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

6. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH THE LITTLE ROCK NATIONAL CEMETERY DIRECTOR AND THE RE/COR.

7. PORTIONS OF WORK WITHIN THIS PHASE OF CONSTRUCTION AS INDICATED ON THE PLAN ARE SUBJECT TO ARCHAELOGICAL MONITORING AS DIRECTED BY THE ARKANSAS HISTORIC PRESERVATION PROGRAM. CONTRACTOR SHALL CONTACT RE/COR AT LEAST 1 WEEK PRIOR TO STARTING WORK TO ALLOW FOR SCHEDULING OF

MONITORING.

MAINTENANCE OF TRAFFIC

1. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE

CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE RE/COR.

3. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT

OCCURS.

4. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH

REGULAR STREET SWEEPING.

5. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS. CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE

SHELTERS.

AREA 1D

1B 1C 1D

TEMPORARY ENTRANCE

SIGNAGE

DT500

AutoCAD SHX Text

ELEVATION 260.83

AutoCAD SHX Text

MAG NAIL IN PAVEMENT

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

POLE

AutoCAD SHX Text

FLAG

AutoCAD SHX Text W

AutoCAD SHX Text

BURIED CABLE BOX

AutoCAD SHX Text

TBM

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

GRAVEL

ICV

8" D.I.P.

END NOT FOUND

APPROXIMATE DIRECTION

HOSE

BIB

15" CMP15" CMP

6" CLAY

6" C

6" CLAY 8" CLAY 6" PVC

" C

12" CONC.

6" CLAY

6" P

/ 8

" C

4" METAL

6" CONC.

15" CMP

8" CONC.

8" C

6"Ø-?

6" Ø-

6"Ø-?

8" CONC.10" CONC.

8" CONC.

8" CONC. 8" CONC.

8" CONC.

6"Ø

6"Ø-?

12" CONC.

6" CONC.

12"CMP

10" CONC?

12"CMP

12"

CMP

12" CONC

24" CMP

18"CMP

12"CMP

39a

38a37a

43a 42a41a

33 32 32b

50 51

41 44

01a

45 46

15A

12" RCP CL III

" R

III

18" RCP CL III

24" RCP CL III12" RCP CL III

24" RCP CL III

12" RCP CL III

24" RCP CL III

12" RCP CL III

" R

L I

12" RCP CL III

GENERAL PUBLIC

ENTRANCE

TEMPORARY SIGNAGE TO BE REMOVED

AND PUBLIC ENTRANCE TO BE RE OPENED.

CONTRACTOR VEHICLES PROHIBITED

FROM ACCESSING THE CEMETERY

THROUGH MAIN ENTRANCE OF THE

CEMETERY PAST THIS POINT.

CONTRACTOR

PRIMARY

CONSTRUCTION

ACCESS.

STAGING AREA

TEMPORARY

GRAVEL

TURNAROUND

FLAG AVENUE

VETERANS AVENUE

PAVED

MEMORIAL AVENUE

VETERANS AVENUE

SPRINGER BLVD.

MONUMENT CIRCLE

MEMORIAL AVENUE

FLAG AVENUE

EAST 26TH STEET

STAGING AREA

STAGING

AREA

CONSTRUCTION

FENCE

CONSTRUCTION SEQUENCE PLAN

PHASE II

GI201

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

GRAPHIC LEGEND:

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS OR CHAPEL.

5. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

6. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH THE LITTLE ROCK NATIONAL CEMETERY DIRECTOR AND THE RE/COR.

MAINTENANCE OF TRAFFIC

1. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE

CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE RE/COR.

3. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT

OCCURS.

4. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH

REGULAR STREET SWEEPING.

SHELTERS.

SEQUENCE OF CONSTRUCTION:

1. CONFIRM ALL APPLICABLE LOCAL, STATE AND REGULATIVE AGENCY PERMITS.

2. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE (IF APPLICABLE).

3. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH

THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.

4. COMPLETE WORK IN AREA (LIST IS NOT INTENDED TO BE ALL INCLUSIVE):

AREA 2A CONSISTS OF THE FOLLOWING:

1. FULL DEPTH PAVEMENT REPLACEMENT OF MEMORIAL AVENUE AND MONUMENT CIRCLE.

2. MILL AND OVERLAY CONSTRUCTION OF AREA 2B TO COINCIDE WITH FINAL PAVING OF AREA C FOR ONE

CONTINUOUS PAVING (IF CLIN 002 INCLUDED IN CONTRACT).

AREA 2C CONSISTS OF THE FOLLOWING:

1. INSTALLATION OF TEMPORARY GRAVEL TURNAROUND IN AREA 2D

2. FULL DEPTH PAVEMENT REPLACEMENT OF VETERANS AVENUE (IF CLIN 001 INCLUDED IN

CONTRACT)

AREA 2D CONSISTS OF THE FOLLOWING:

1. INSTALLATION OF STORM SEWER AND ASSOCIATED SITE WORK INCLUDING DEMOLITION AND/OR

RELOCATION OF SPECIFIED UTILITIES (IF CLIN 003 INCLUDED IN CONTRACT)

2. FULL DEPTH PAVEMENT REPLACEMENT OF VETERANS AVENUE (IF CLIN 004 INCLUDED IN

CONTRACT)

3. REMOVAL OF TEMPORARY TURNAROUND IN AREA 2E. REPAIR / EX CURB AND GUTTER AS REQUIRED.

AREA 2A

AREA 2B

AREA 2C

AREA 2D

2B 2C 2D

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ELEVATION 260.83

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MAG NAIL IN PAVEMENT

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SITE BENCHMARK

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POLE

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FLAG

AutoCAD SHX Text W

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BURIED CABLE BOX

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TBM

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AutoCAD SHX Text W

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GRAPHICAL SCALE: 1" = 50'

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FLUME (TYP)

CONCRETE WALL W/FENCING

STONE WALL

STONE W

ALL

STONE WALL

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

SHELTER

COMMITTAL

FLAG AVENUE

PAVED ROAD

CONC.

MONUMENT

WALL VENT

GRAVEL

ICV

END OF WALL

ROSTRUM

8" D.I.P.

END NOT FOUND

APPROXIMATE DIRECTION

BRIDGE

TBM

PAVED

MEMORIAL AVENUE

WALL

STO

GATECABLE

262.10@INVERT

253.87@INVERT

252.04@INVERT

251.91@INVERT

HOSE

BIB

42" BLACK OAK

3" TREE CLUSTER

5" TREE CLUSTER

4" TREE CLUSTER

12" IRONWOOD TREE36" OAK

CONC. SIDEWALK

PLANTER

VETERANS AVENUE

FLAG POLE IN ISLAND

15" CMP15" CMP

6" CLAY

6" C

6" CLAY 8" CLAY 6" PVC

" C

12" CONC.

6" CLAY

6" P

/ 8

" C

4" METAL

6" CONC.

15" CMP

8" CONC.

8" C

6"Ø-?

6" Ø-

6"Ø-?

8" CONC.10" CONC.

8" CONC.

8" CONC. 8" CONC.

8" CONC.

6"Ø

6"Ø-?

12" CONC.

6" CONC.

12"CMP

10" CONC?

12"CMP

12"

CMP

12" CONC

24" CMP

18"CMP

12"CMP

39a

38a37a

43a 42a41a

33 32 32b

50 51

41 44

01a

45 46

15A

SPRINGER BLVD.

MONUMENT CIRCLE

MEMORIAL AVENUE

FLAG AVENUE

EAST 26TH STEET

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

PULASKI COUNTY, ARKANSAS

858IC3019

MAY 29, 2020 RPP ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

LITTLE ROCK NATIONAL

CEMETERY

ROAD RENOVATION

OVERALL SITE DEMOLITION PLAN

CD100

GRAPHIC LEGEND:

LIMITS OF WORK

LIMITS OF PAVEMENT, CURB, AND

PIPE DEMOLITION WORK

1 SAW CUT EXISTING PAVEMENT

EXISTING ASPHALT PAVEMENT TO

BE REMOVED TO EXISTING

SUBGRADE

EXISTING STORM STRUCTURE TO

BE REMOVED

AREA 1

SEE DRAWING CD101

2 SAW CUT & REMOVE CONCRETE CHANNEL LINING

3 SAW CUT & REMOVE CURB AND GUTTER (+/- 10 LF)

NOTE: ARCHAEOLOGICAL MONITORING IS REQUIRED

IN PORTIONS OF THIS WORK AREA. SEE PLAN AND

GENERAL CONSTRUCTION REQUIREMENTS NOTE #7

ON SHEET GI200 FOR MORE INFORMATION.

AutoCAD SHX Text

ELEVATION 260.83

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MAG NAIL IN PAVEMENT

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SITE BENCHMARK

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POLE

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FLAG

AutoCAD SHX Text W

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BURIED CABLE BOX

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AutoCAD SHX Text W

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 50'

AutoCAD SHX Text

CONCRETE WALL W/FENCING

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

SHELTER

CO…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 8, 2020.