S02_Attachment 2_Plans_829CM3018_Part1.pdf

PDF 12 MB Posted Aug 19, 2022

Attached to: Y1JZ--Baton Rouge, Construct a New Restroom 829CM3018
Solicitation number: 36C78622B0020
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of a new restroom facility at the Baton Rouge National Cemetery in Louisiana. The Department of Veterans Affairs National Cemetery Administration is seeking bids for the project outlined in the attached Statement of Work. Offerors must construct a new concrete masonry unit restroom building to include toilet stalls, sinks, and associated plumbing at the cemetery. The single-award firm fixed-price construction contract has a period of performance of 365 calendar days from the notice to proceed. Bids are due by January 15, 2023 and the contract is expected to be awarded by March 1, 2023.

View the file

Other files

File	Type	Posted
S02_Attachment 1_SOW_ 829CM3018.pdf	PDF	Aug 19, 2022
S02_Attachment 3_Plans_829CM3018_Part2.pdf	PDF	Aug 19, 2022
S02_Attachment 4_Specifications_829CM3018.pdf	PDF	Aug 19, 2022
36C78622B0020_1.docx	DOCX document	Aug 19, 2022
S02_Attachment 5_Hazardous Material Survey Report_829CM3018.pdf	PDF	Aug 19, 2022
S02_Attachment 7_WD_LA20220035.pdf	PDF	Aug 19, 2022
S02_Attachment 6_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Aug 19, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DEPARTMENT OF

VETERANS AFFAIRS

PARISH OF EAST BATON ROUGE

BATON ROUGE, LOUISIANA

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

PROJECT NUMBER: 829CM3018

CONSTRUCTION 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. VL101 EXISTING CONDITIONS PLAN

4. GC101 EROSION AND SEDIMENT CONTROL PLAN

5. CD101 DEMOLITION PLAN

6. CS101 SITE AND UTILITY PLAN

7. CG101 GRADING PLAN

8. DT500 SITE DETAILS

9. DT501 SITE DETAILS

ARCHITECTURAL

10. GI200 PROJECT DATA, SYMBOLS, ABBREVIATIONS, AND NOTES

11. AS100 DEMOLITION SITE PLAN, NEW SITE PLAN AND DETAILS

12. AE100 FLOOR, REFLECTED CEILING AND ROOF PLANS

13. AE200 EXTERIOR BUILDING ELEVATIONS

14. AE300 DOOR AND WINDOW SCHEDULES AND DETAILS

15. AE301 ROOM FINISH SCHEDULE, FINISH PLAN AND DETAILS

16. AE302 WALL TYPES AND HEAD OF WALL DETAILS

17. AE400 BUILDING SECTION, WALL SECTIONS, AND DETAILS

18. AE401 WALL SECTIONS AND DETAILS

19. AE402 WALL SECTIONS AND DETAILS

20. AE600 INTERIOR ELEVATIONS AND TYPICAL MOUNTING HEIGHTS

STRUCTURAL

21. SI001 STRUCTURAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

22. SE101 STRUCTURAL FOUNDATION PLAN

23. SE102 STRUCTURAL FRAMING PLAN

24. SE103 TRASH ENCLOSURE

25. SE501 STRUCTURAL DETAILS

MECHANICAL

26. MI001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

27. MH101 MECHANICAL HVAC PLAN AND SCHEDULES

28. MH501 MECHANICAL DETAILS

29. MH502 MECHANICAL DETAILS

PLUMBING

30. PI001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

31. PP101 PLUMBING PIPING PLAN

32. PL101 PLUMBING SANITARY PLAN

33. PI501 PLUMBING DETAILS

34. PI502 PLUMBING DETAILS

ELECTRICAL

35. EI001 ELECTRICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

36. ES101 ELECTRICAL SITE PLAN

37. EP101 ELECTRICAL POWER PLAN

38. EL101 ELECTRICAL LIGHTING PLAN

39. EP601 PANEL SCHEDULES

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

BATON ROUGE NATIONAL CEMETERY

PREPARED BY

NORTH

ARKANASAS

TEXAS

PROJECT

LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\G I00

1.D W

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

421 KING STREET, SUITE 301

ALEXANDRIA, VA 22314

PH: (888) 585-2234

WWW.CBDG-AE.COM

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

MISSISSIPPI

GULF OF MEXICO

MAIN STREET

MAGNOLIA

CEMETERY

NORTH STREET

FLORIDA BOULEVARD

BATON ROUGE

NATIONAL

CEMETERY

CONVENTION STREET

NORTH BOULEVARD

AMERICA STREET

LAUREL STREET

N nd S

N rd S

N th S

N th

S T

N rd S

N th

S th

NORTH BOULEVARD

N st

N th S

N th

S th

N th

S th

S st

S nd S

T N nd

S T

N th S

W Y

GI001

COVER SHEET

CAPITAL ASSET NOTE:

DEMO EXISTING MAINTENANCE BUILDING #3001

CONSTRUCT NEW RESTROOM BUILDING #1501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\G I00

1.D W

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

OHE OHE

UGE UGE

REVERSE CURB

543.6

TO BE

REMOVED

REMAIN

BOARD FENCE

W W8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

OHE OHE

UGE UGE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE X X XXXXX

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OHC

UGC

OHC

UGC

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN FM FM FMFM FM FM

W W

SSSS 8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINEG G G G G G

45 0

GS 45 0

TC 45 0

INV

EX.

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LIMITS OF GRADING

LIMITS OF CLEARING

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

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, BASELINE MARKER

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, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

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 OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

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; DESIGN-BUILD; DRAIN BASIN

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

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

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 MOT-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 CRYPT

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

M MARKER

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

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

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, RAINFALL DEPTH

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

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

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

SM SECTION MARKER

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

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

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

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

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

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

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

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'BATON ROUGE NATIONAL CEMETERY - DEMO MAINTENANCE BUILDING - CONSTRUCT NEW RESTOROOM' INCLUDES, BUT IS NOT LIMITED

TO, DEMOLITION OF EXISTING CONCRETE PAVEMENT, SUBBASE MATERIALS, AND THE EXISTING MAINTENANCE BUILDING. OTHER IMPROVEMENTS INCLUDE CONSTRUCTION OF A NEW RESTROOM, ASSOCIATED NEW PARKING PAVEMENT, AND INSTALLATION OF UTILITY SERVICES TO SERVE THE PROPOSED IMPROVEMENT. THE PROJECT IS LOCATED IN

BATON ROUGE, EAST BATON ROUGE PARISH, LOUISIANA.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHICAL INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY C. MISTRIC SURVEYORS, INC. PERFORMED ON OR ABOUT SEPTEMBER 17, 2021. HORIZONTAL DATUM IS REFERENCED TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO (NAVD 88).

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 22033C0235E EFFECTIVE DATE MAY 02, 2008. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR

FLOODPLAIN AREA. THE ENTIRE PROPERTY IS LOCATED WITHIN ZONE X.

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

5. BURIAL CEREMONIES MAY 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. EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'x5' HIGH MOUNTED ON TWO 4"x4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

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.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND THE CONTRACTOR ARE 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 LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT LOUISIANA ONE CALL SYSTEM, INC. AT 1-800-272-3020 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

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

CONTRACTING OFFICER.

5. GORDON 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.

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

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

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

9. 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.

10. 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.

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

CONSTRUCTION.

12. 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.

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

14. 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'S ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

15. 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.

16. 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.

17. 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.

18. 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.

19. 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.

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

GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

GENERAL UTILITY NOTES:

1. REFER TO THE PROJECT SPECIFICATIONS FOR WATER LINE AND SANITARY SEWER CONSTRUCTION METHODS, MATERIALS, AND FIELD QUALITY CONTROL.

2. THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN THE WATER DISTRIBUTION SYSTEM AND A SANITARY SEWER SYSTEM; ANY PIPES, PUMPS, HYDRANTS OR TANKS WHEREBY UNSAFE WATER OR OTHER CONTAMINATING MATERIALS MAY BE DISCHARGED OR DRAWN INTO THE SYSTEM.

3. ALL NEW WATER MAINS SHALL BE DISINFECTED BEFORE THEY ARE PLACED IN SERVICE. ALL WATER MAINS TAKEN OUT OF SERVICE FOR INSPECTING, REPAIRING, OR OTHER ACTIVITY THAT MIGHT LEAD TO CONTAMINATION OF WATER SHALL BE DISINFECTED BEFORE THEY ARE RETURNED TO SERVICE.

4. CONTRACTOR SHALL COORDINATE SERVICE DISCONNECTIONS AND NOTIFY VA RE/COR OF ANY SERVICE DISRUPTIONS PRIOR TO INSTALLATION OF PROPOSED UTILITIES.

5. THE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS WITH THE LOCAL JURISDICTION AND ATTAIN THE REQUIRED PERMITS AND FEES, INCLUDING BUT NOT LIMITED TO, THE SEWER TIE-IN PERMIT. SAID PERMITS SHALL BE APPLIED FOR THROUGH THE ONLINE PORTAL FOR PERMITS & INSPECTIONS AT THE CITY OF BATON ROUGE - PARISH OF EAST BATON ROUGE. CONTACT THE SUBDIVISION OFFICE AT 225-389-3198 FOR FURTHER ASSISTANCE. FOR WORK WITHIN THE RIGHT-OF-WAY, CONSTRUCTION PERMITS ARE REQUIRED BY THE TRAFFIC ENGINEERING DIVISION. REQUESTS SHALL BE SUBMITTED AT LEAST SEVEN DAYS PRIOR TO THE DATE OF CLOSURE. IN CASE OF EMERGENCY, PLEASE NOTIFY THE TRAFFIC ENGINEERING DIVISION AT 225-389-3246 FROM 7AM TO 4PM MON-FRI OR 225-389-4603 AT NIGHT AND ON WEEKENDS. ALL CONSTRUCTION CLOSURES MUST BE ADEQUATELY SIGNED AS

SHOWN IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

WATER:

1. INSTALLATION OF WATER LINES:

A. BEFORE ANY PIPE IS INSTALLED IN TRENCHES, IT SHALL BE INSPECTED FOR DAMAGE AND THE INSIDE OF THE PIPE SHALL BE SWABBED TO REMOVE LOOSE DIRT AND FOREIGN

OBJECTS. NO DAMAGED PIPE WILL BE PERMITTED TO BE INSTALLED.

B. BEDDING: CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT

LEAST 6" BELOW THE BOTTOM OF THE PIPE.

C. COVER: ALL WATER MAINS SHALL BE COVERED WITH A MINIMUM OF 18" OF EARTH COVERING.

D. BLOCK: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH TIE RODS OR JOINTS DESIGNED TO PREVENT MOVEMENT.

E. PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAK TESTED IN ACCORDANCE WITH AWWA STANDARD C600. CONTRACTOR

SHALL SUBMIT PLAN OF PROPOSED TESTING.

F. DISINFECTION: ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651. THE SPECIFICATIONS SHALL INCLUDE

MICROBIOLOGICAL TESTING OF ALL WATER MAINS.

2. WATER SERVICE LINES SHOWN ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON BUILDING ARCHITECTURAL DRAWINGS AND UTILITY CONNECTION LOCATIONS. CONTRACTOR SHALL VERIFY LOCATION OF UTILITY CONNECTIONS AND COORDINATE WITH VA RE/COR PRIOR TO INSTALLATION.

SANITARY SEWER:

1. ALL SANITARY SEWER LINES SHALL BE COVERED WITH A MINIMUM OF 18" OF EARTH COVERING OVER THE TOP OF PIPE.

2. SEWER LINES SHALL BE LAID IN STRAIGHT LINE WITH UNIFORM SLOPE BETWEEN MANHOLES.

3. LATERAL PIPING AND FITTINGS, IN SIZES 4" THROUGH 6", SHALL BE PVC PIPE, SCHEDULE 40.

4. THE CONTRACTOR SHALL FURNISH AND INSTALL THE WYE BRANCHES, RISER PIPE, SERVICE LATERALS, TRANSITION FITTINGS, AND INCIDENTALS WHERE SHOWN ON THE PLANS OR

WHERE DIRECTED BY THE VA RE/COR.

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE

OHE OHE OHE OHE

CONC. CURB

(TYP.)

WATER VAULT

12" CONC. WALL

30" X 30" POST

(TYP.)

18" X 18" POST

(TYP.)

8" RET. WALL

14" X 14" POST

(TYP.)

8" CONC. WALL

8' VINYL FENCE

8" RET. WALL

CONC. CURB

CANOPY

CONC. WALK

METAL GATE

42"Ø OAK TREE

51"Ø OAK TREE

30"Ø OAK TREE

T.B.M. 1

2"Ø ALUMINUM DISC IN CONC.

N: 708795.56 E: 3332650.21 Z: 52.68'40.02'

.06

20.34'

32.31'

26.00'

33.04'

6.33'

19.33'

EXIST. BLDG.

L/S BEDL/S BED

L/S BED

1 STORY BRICK BUILDING ON

CONCRETE SLAB

(1,650 SQ.FT.)

CONCRETE

ASPHALT ROADWAY

5' CONC. S/W

. S

220 N 19TH ST.

CONC. CURB

FND. 1/2" IRON ROD

W W

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

T.B.M. 2

2"Ø ALUMINUM DISC IN CONC.

N: 708966.57 E: 3332634.12 Z: 53.30'

CONC. CURB

(TYP.)

CONVENTION STREET

60' RIGHT-OF-WAY

' R

-O

F- W

UGE

515253

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\V L1

W G

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

SITE NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC

INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY

C. MISTRIC SURVEYORS, INC. PERFORMED ON OR ABOUT SEPTEMBER 17, 2021.

HORIZONTAL DATUM IS REFERENCED TO THE LOUISIANA STATE PLANE

COORDINATE SYSTEM, SOUTH ZONE (NAD 83) COORDINATE SYSTEM.

VERTICAL DATUM IS REFERENCED TO (NAVD 88).

2. THE PROJECT AREA CONSISTS OF 100% OPRAIRIE LOAM, 0 TO 1% SLOPES

WITH HYDROLOGIC SOILS GROUP C/D ACCORDING TO THE WEB SOIL SURVEY

BY THE U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES

CONSERVATION SERVICE.

VL101

EXISTING CONDITIONS PLAN

OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE

OHE OHE OHE OHE

CONC. CURB

(TYP.)

WATER VAULT

12" CONC. WALL

30" X 30" POST

(TYP.)

18" X 18" POST

(TYP.)

8" RET. WALL

14" X 14" POST

(TYP.)

8" CONC. WALL

8' VINYL FENCE

8" RET. WALL

CONC. CURB

CANOPY

CONC. WALK

METAL GATE

42"Ø OAK TREE

51"Ø OAK TREE

30"Ø OAK TREE

T.B.M. 1

2"Ø ALUMINUM DISC IN CONC.

N: 708795.56 E: 3332650.21 Z: 52.68'40.02'

.06

20.34'

32.31'

26.00'

33.04'

6.33'

19.33'

EXIST. BLDG.

L/S BEDL/S BED

L/S BED

1 STORY BRICK BUILDING ON

CONCRETE SLAB

(1,650 SQ.FT.)

CONCRETE

ASPHALT ROADWAY

5' CONC. S/W

. S

220 N 19TH ST.

CONC. CURB

FND. 1/2" IRON ROD

W W

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

T.B.M. 2

2"Ø ALUMINUM DISC IN CONC.

N: 708966.57 E: 3332634.12 Z: 53.30'

CONC. CURB

(TYP.)

CONVENTION STREET

60' RIGHT-OF-WAY

' R

-O

F- W

UGE

515253

UGE

.40

-0.75%

-0.50%

-1 .00

SF SF SF SF

SFSF

CWS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\G C1

W G

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

EROSION AND SEDIMENT

CONTROL PLAN

GC101

E&S NOTES:

1. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT CONTROL (E&S)

PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND

UPGRADING OF THESE E&S FACILITIES IS THE RESPONSIBILITY OF THE

CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED.

2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE

CLEARLY FLAGGED BY SURVEY TAPE OR FENCING PRIOR TO CONSTRUCTION.

DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE

CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE

MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION.

3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE

BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE

PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH

SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED

AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT

OCCUR FOR THE DURATION OF THE PROJECT.

4. THE E&S FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR

TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO

ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS,

DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.

5. THE E&S FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS

FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,

THESE E&S FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED

STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE

CONDITIONS AS DIRECTED BY COTR.

6. THE E&S FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND

MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN

RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE E&S FACILITIES.

7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT

WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET

SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY

STABILIZED WITH THE APPROVED E&S METHODS (E.G., SEEDING, MULCHING,

PLASTIC COVERING, ETC.).

8. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO

ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE

LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION

SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM

SYSTEM.

9. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED

AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN

PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED

WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.

10. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL SUBMIT SEQUENCE

OF CONSTRUCTION PLAN WITH ACCESS TO SITE OFF OF CONVENTION ST.

11. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL COMPLY WITH THE

LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

STANDARD SPECIFICATIONS.

DT500

DETAIL/PG

SILT FENCESF

CONSTRUCTION ENTRANCE

LIMITS OF DISTURBANCELOD LOD

CONCRETE WASHOUT

LEGEND:

CWS

TSTS TEMPORARY SEEDING

DT500

X X

TEMPORARY CONSTRUCTION FENCE

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM HEIGHT,

AROUND THE CONSTRUCTION AREA INDICATED ON THE DRAWINGS AND NOT THE

ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO PRODUCE

A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE

CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ALLOW FOR THE WIND,

WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED CONSTRUCTION

FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE RE/COR FOLLOWING

DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED AND DIRECTED BY RE/COR FOR ACCESS ONTO

SITE WITH NECESSARY HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE

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

INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE

FENCE WHEN DIRECTED BY THE RE/COR.

OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE

OHE OHE OHE OHE

CONC. CURB

(TYP.)

WATER VAULT

12" CONC. WALL

30" X 30" POST

(TYP.)

18" X 18" POST

(TYP.)

8" RET. WALL

14" X 14" POST

(TYP.)

8" CONC. WALL

8' VINYL FENCE

8" RET. WALL

CONC. CURB

CANOPY

CONC. WALK

METAL GATE

42"Ø OAK TREE

51"Ø OAK TREE

30"Ø OAK TREE

T.B.M. 1

2"Ø ALUMINUM DISC IN CONC.

N: 708795.56 E: 3332650.21 Z: 52.68'40.02'

.06

20.34'

32.31'

26.00'

33.04'

6.33'

19.33'

EXIST. BLDG.

L/S BEDL/S BED

L/S BED

1 STORY BRICK BUILDING ON

CONCRETE SLAB

(1,650 SQ.FT.)

CONCRETE

ASPHALT ROADWAY

5' CONC. S/W

. S

220 N 19TH ST.

CONC. CURB

FND. 1/2" IRON ROD

W W

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

T.B.M. 2

2"Ø ALUMINUM DISC IN CONC.

N: 708966.57 E: 3332634.12 Z: 53.30'

CONC. CURB

(TYP.)

CONVENTION STREET

60' RIGHT-OF-WAY

' R

-O

F- W

UGE

515253

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\C D1

W G

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

1 SAWCUT EX. ASPHALT FOR CLEAN EDGE

SAW CUT EX. ASPHALT PAVEMENT TO PROVIDE CLEAN EDGE

REMOVE EX. UTILITY LINE

NOTES:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

IDENTIFY ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE

PROPOSED CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

3. CONTRACTOR SHALL REMOVE CONCRETE PAVEMENT AT NEAREST JOINT

IF WITHIN FIVE FEET OF SAWCUT AND REMOVAL LIMITS AS SHOWN ON

PLANS AT NO ADDITIONAL COST.

4. CONTRACTOR TO LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN

PRIOR TO COMMENCING DEMOLITION OPERATIONS AND CONSTRUCTION.

5. ALL UTILITIES SERVING THE EXISTING MAINTENANCE BUILDING SHALL BE

ABANDONED OR REMOVED UP TO THE PROPOSED CONNECTION POINTS.

6. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF AND HAULED

OFFSITE.

REMOVE EX. BUILDING

DEMOLITION LEGEND:

REMOVE EX. CONCRETE PAVEMENT

DEMOLITION PLAN

CD101

2 REMOVE CONCRETE PAVEMENT AND

UNDERLYING AGGREGATE BASE

3 DISCONNECT AND REMOVE COMMUNICATION LINE

TO EX MAINTENANCE BUILDING

4 REMOVE EX. MAINTENANCE BUILDING (RE: ARCH)

REMOVE EX. BLOCK RETAINING WALL

REMOVE EX. FEATURE

5 REMOVE SIDEWALK AT NEAREST JOINT

6 CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EX

WALL DURING DEMOLITION AND CONSTRUCTION

7 DE-ENERGIZE, DISCONNECT AND REMOVE EXISTING

ELECTRICAL SERVICE TO EX MAINTENANCE BUILDING

8 REMOVE METAL GATE

9 TEST PIT TO LOCATE EXISTING SEWER AND WATER

SERVICES TO EX MAINTENANCE BUILDING

OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE

OHE OHE OHE OHE

CONC. CURB

(TYP.)

WATER VAULT

12" CONC. WALL

30" X 30" POST

(TYP.)

18" X 18" POST

(TYP.)

14" X 14" POST

(TYP.)

8" CONC. WALL

8' VINYL FENCE

8" RET. WALL

CONC. CURB

CONC. WALK

METAL GATE

42"Ø OAK TREE

51"Ø OAK TREE

T.B.M. 1

2"Ø ALUMINUM DISC IN CONC.

N: 708795.56 E: 3332650.21 Z: 52.68'

EXIST. BLDG.L/S BED

CONCRETE

ASPHALT ROADWAY

5' CONC. S/W

. S

CONC. CURB

FND. 1/2" IRON ROD

W W

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

T.B.M. 2

2"Ø ALUMINUM DISC IN CONC.

N: 708966.57 E: 3332634.12 Z: 53.30'

CONC. CURB

(TYP.)

CONVENTION STREET

60' RIGHT-OF-WAY

' R

-O

F- W

UGE

8.5'

.5'

20.2'

30.3'

35.3'

11.2'

EQ.

10.7' 10'

10' 10'

10' 10.3'

10.7'4.2'

11.6' 10'

5.8'

10.6' 10.6' 10.4'

10.5'

10.6'

10.7'

10.9'

11'

EQ.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\C S1

W G

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

SITE AND UTILITY PLAN

CS101

GRAPHIC LEGEND:

LODLOD LIMITS OF DISTURBANCE

CONCRETE PAVEMENT 4

DT500

DETAIL/PG

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

DETAIL/PG

DT500

NOTES:

1. CONTRACTOR TO LOCATE UNDERGROUND UTILITIES PRIOR TO

COMMENCING GRADING AND EXCAVATION ACTIVITIES NEEDED TO

INSTALL THE PROPOSED RESTROOM AND CONCRETE PAVEMENT.

CONTRACTOR TO ENSURE NO EXISTING UTILITIES TO REMAIN ARE

IMPACTED AS A RESULT OF CONSTRUCTION. ANY STRUCTURE TOPS

WITHIN THE IMPROVEMENT LIMITS SHALL BE ADJUSTED TO FINAL GRADE.

2. CONTRACTOR SHALL COORDINATE CONNECTION POINTS WITH THE MEP

PLANS TO ENSURE ADEQUATE FALL.

3. FOR WORK WITHIN THE RIGHT-OF-WAY, CONSTRUCTION PERMITS ARE

REQUIRED BY THE TRAFFIC ENGINEERING DIVISION FOR ANY ROAD

CLOSURE ASSOCIATED WITH, BUT NOT LIMITED TO, CURB CUTS AND

UTILITY REPAIRS.

3.1. REQUESTS SHALL BE SUBMITTED AT LEAST SEVEN DAYS PRIOR TO

THE DATE OF THE CLOSURE. IN CASE OF EMERGENCY, PLEASE

NOTIFY THE TRAFFIC ENGINEERING DIVISION AT 225-389-3246 FROM

7AM TO 4PM MON-FRI OR 225-389-4603 AT NIGHT AND ON WEEKENDS.

3.2. ALL CONSTRUCTION CLOSURES MUST BE ADEQUATELY SIGNED AS

SHOWN IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

4. THE CONTRACTOR SHALL APPLY FOR THE SEWER TIE-IN PERMIT

THROUGH THE ONLINE PORTAL FOR PERMITS & INSPECTIONS AT THE

CITY OF BATON ROUGE - PARISH OF EAST BATON ROUGE. CONTACT

CHARLES BURRIS AT THE SUBDIVISION OFFICE AT 225-389-3198 FOR

FURTHER ASSISTANCE.

5. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION TO ALL

DISTURBED AREAS REQUIRING SEED OR SOD UNTIL ESTABLISHMENT.

6. CONTRACTOR SHALL PLACE (1) POST AND PANEL SIGN (NC-04.01-m1) FOR

RESTROOM WAYFINDING. SEE DETAIL 6 ON DT501. SIGN SHOULD BE

PLACED ON THE NORTH SIDE OF THE EXISTING LODGE BEHIND THE CURB.

FINAL LOCATION AND ORIENTATION SHALL BE COORDINATED WITH AND

APPROVED BY THE VA COR PRIOR TO INSTALLATION.

INSTALL CONCRETE SIDEWALK

TEST PIT TO LOCATE EXISTING SEWER AND

WATER SERVICES TO EX MAINTENANCE BLDG

NEW 4" SEWER LATERAL CONNECTION

6" PIPE PROVIDED WITHIN RIGHT-OF-WAY

(SEE PLUMBING SERIES)

ELECTRICAL SERVICE (SEE ELECTRICAL SERIES)

WATER CONNECTION TO EXISTING SERVICE

FROM FIELD LOCATED WATER SERVICE

PEA GRAVEL STRIP ADJACENT BUILDING

DT500

DT501

NEW RESTROOM (SEE ARCHITECTURAL SERIES)

MONOLITHIC CURB

DT501

4" WHITE PAVEMENT STRIPING (TYP.)

ACCESSIBILITY SYMBOL (WHITE PAINTED IN

BLUE BACKGROUND)

BUILDING MOUNTED VAN ACCESSIBLE SIGN

DT501

THICKENED EDGE

PROPOSED SOD

CONCRETE SIDEWALK

PEA GRAVEL STRIP

DT500

DT500INSTALL CONCRETE PAVEMENT

WHEEL STOP 7

DT500

ASPHALT UTILITY PATCH

(MATCH EXISTING)

EXTERIOR HVAC UNIT (SEE MECHANICAL SERIES)

NEW DUMPSTER ENCLOSURE

(SEE ARCHITECTURAL SERIES)

BOLLARDS (SEE ARCHITECTURAL SERIES)

.27

18'5' 16.63'

4.8

13.68'

DT500

.73

DT500

REMOVE & REPLACE EX SIDEWALK. EXTEND

LIMITS TO NEAREST JOINT IF WITHIN 5 FT.

COORDINATE WORK WITH LOCALITY

DT500

REMOVE & REPLACE ASPHALT PAVEMENT

FOR UTILITY INSTALLATION. COORDINATE

WORK WITH LOCALITY

REMOVE & REPLACE CURB FOR UTILITY

INSTALLATION. MATCH EXISTING.

COORDINATE WORK WITH LOCALITY

NEW SERVICE UNDER EX WALL. WALL SHALL NOT BE

DISTURBED. CONTRACTOR SHALL FIELD LOCATE

OTHER CONFLICTS, INCL. UTILITY CROSSINGS

21 VINYL FENCE AND MAN GATE

DT501

22 REPLACE ELECTRICAL PANEL

(SEE ELECTRICAL SERIES)

23 CONCRETE FLUME

DT500

7.77'

SCALE: 1'=10'

CONCRETE JOINT PLAN1

EXPANSION

JOINTS

(TYP.)

TOOLED

CONTRACTION

JOINT(TYP.)

PROVIDE SMOOTH

TRANSITION BACK TO

EXISTING SIDEWALK

WIDTH

TOOLED

CONTRACTION

JOINT(TYP.)

EXPANSION

JOINTS

(TYP.)

OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE

OHE OHE OHE OHE

CONC. CURB

(TYP.)

WATER VAULT

12" CONC. WALL

30" X 30" POST

(TYP.)

18" X 18" POST

(TYP.)

14" X 14" POST

(TYP.)

8" CONC. WALL

8' VINYL FENCE

8" RET. WALL

CONC. CURB

CONC. WALK

METAL GATE

42"Ø OAK TREE

51"Ø OAK TREE

T.B.M. 1

2"Ø ALUMINUM DISC IN CONC.

N: 708795.56 E: 3332650.21 Z: 52.68'

EXIST. BLDG.L/S BED

CONCRETE

ASPHALT ROADWAY

5' CONC. S/W

. S

CONC. CURB

FND. 1/2" IRON ROD

W W

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

T.B.M. 2

2"Ø ALUMINUM DISC IN CONC.

N: 708966.57 E: 3332634.12 Z: 53.30'

CONC. CURB

(TYP.)

CONVENTION STREET

60' RIGHT-OF-WAY

' R

-O

F- W

UGE

515253

UGE

53 88

53 45

53 00

53 29

52 87

.40

53 90

GS-ME

53 40

53 18

52 86

52 84

GS-ME

52 55

GS-ME

53 17

GS-ME

52 71

GS-ME

53 39

53 20

53 21

52 93

52 90

53 40

53 28

53 18

51 96

GS-ME

53 50

53 69

53 52

53 64

GS53 64

53 90

GS-ME 53 93

GS-ME

53 29

53 28

52 79

-0.75%

-0.50%

53 40

GS53 40

53 40

-1 .00

53 20

52 86

52 40

53 00

GS 52 98

53 10

53 08

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\C G1

W G

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

GRADING PLAN

CG101

2.0%

1:2

GRADING & DRAINAGE NOTES:

1. ALL IMPROVEMENTS SHOWN SHALL BE LAID OUT BY A LICENSED LAND

SURVEYOR ENGAGED BY THE CONTRACTOR.

2. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL

UNDERGROUND UTILITIES AND NOTIFY THE VA IN THE EVENT

ADJUSTMENTS ARE REQUIRED TO ENSURE THE IMPROVEMENTS ARE

CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

3. CONTRACTOR SHALL REVIEW SPECIFICATIONS FOR ADDITIONAL

INFORMATION ON EARTH MOVING.

4. MATCH EXISTING ELEVATIONS ARE SHOWN FOR INFORMATIONAL

PURPOSES ONLY. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS,

AS DETERMINED IN THE FIELD.

GRAPHIC LEGEND:

LIMITS OF DISTURBANCE

SPOT ELEVATION

GS GROUND SPOT

ME MATCH EXISTING

TC TOP OF CURB

CONTRACTOR SHALL INSTALL

FLUME AND PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDINGS

2.0%

3.0%

MAX

INSTALL CURB ALONG

RETAINING WALL AND

MATCH EX GRADE

INSTALL CURB ALONG

RETAINING WALL AND

MATCH EX GRADE

CONSTRUCT FLOWLINE

IN PAVEMENT

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : G

:\P

\33

\11

\D T5

W G

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

TME ATN

SITE DETAILS

DT500

6" 4,000 PSI CONCRETE

WITH #3 BARS AT 18" O.C.

COMPACTED SUBGRADE 98% PER

AASHTO-T99C

CONCRETE PAVEMENT

6" GRADED AGGREGATE

BASE COURSE

NOTES:

1. SOILS TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL

DETERMINATION BASED ON CBR OF REQUIRED PAVEMENT SECTION

THICKNESS PRIOR TO CONSTRUCTION.

2. ALL BASE AND SUBGRADE MATERIAL SHALL BE COMPACTED TO 98%

THEORETICAL MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO

T99 METHOD C, WITHIN 2% OF OPTIMUM MOISTURE CONTENT.

NOTES:

1. DIMENSIONS MAY BE MODIFIED AS NEEDED BASED ON PRODUCT SUPPLIER.

6" 5'-8"

3"5" 2"

6' 4" x x x x x x x x x x x

(2) #4 REBAR (TYP.)

(18" MIN. LENGTH)

3,000 PSI CONCRETE

SECTION

1"Ø HOLE (TYP.)

(2) #4 REBARS

PIPE O.D.

+24" MIN.

12"

MIN.

EX. ASPHALT PAVEMENT

TRENCH WALL SLOPES SHALL CONFORM

TO O.S.H.A. REGULATIONS.

FINAL TRENCH BACKFILL - COMPACTED BACKFILL MATERIAL

WITH MAX. SIZE OF APPROX. 6"-8"

PIPE ZONE BACKFILL - COMPACTED CRUSHED STONE

MATERIAL WITH MAX. SIZE OF APPROX. 2"

PIPE

O.D.

3' MIN.

COVER

6" MIN.

12"

MIN.

5" MIN.

ROADWAYS

MATCH EX. ASPHALT PAVEMENT (MAX. 3" LIFTS)

NON-ROADWAYS

TOPSOIL AND SEED

NOT TO SCALE

CONCRETE PAVEMENT DETAIL4

NOT TO SCALE

WHEEL STOP DETAIL7

NOT TO SCALE

TYPICAL TRENCH DETAIL9

NOT TO SCALE

SILT FENCE DETAIL1 NOT TO SCALE

TEMPORARY CONSTRUCTION ENTRANCE DETAIL2 NOT TO SCALE

CONCRETE WASHOUT DETAIL3

NOTES:

1. A PLASTIC SAFETY FENCE SHALL BE INSTALLED AROUND THE

CONCRETE WASH AREA, EXCEPT AT THE OPENING.

2. THE CONCRETE WASHOUT SIGN SHALL HAVE LETTERS AT LEAST 3

INCHES HIGH.

3. THE BOTTOM OF EXCAVATION SHALL BE A MINIMUM OF FIVE FEET

ABOVE THE GROUNDWATER LEVEL.

NOT TO SCALE

SIDEWALK DETAIL6

CONCRETE

SIDEWALK (TYP.)

NOT TO SCALE

PEA GRAVEL STRIP5

PEA GRAVEL

STRIP

GEOTEXTILE

FILTER FABRIC

VARIES

NOTES:

1. PEA GRAVEL SHOULD BE CLEAN

WASHED AND MEET ASTM D448 No. 6.

2. FILTER FABRIC SHALL MEET THE

FOLLOWING REQUIREMENTS:

EQUIVALENT OPENING SIZE EQUAL TO

OR GREATER THAN US NO. 50 SIEVE

(CWO 2215-77), TENSILE STRENGTH @

20% MAX (VTM-52). OF AT LEAST 30

LBS/IN, AND PUNCTURE STRENGTH OF

AT LEAST 80 LBS (ASTM D751). SEAMS

SHALL BE EQUAL IN STRENGTH TO

BASIC MATERIAL.

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB, OR OTHER ADJACENT

STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND

THE FULL DEPTH OF THE CONCRETE. MAXIMUM LONGITUDINAL SPACING BETWEEN EXPANSION JOINTS IN SIDEWALK

SHALL BE 30 FT.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT

MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 14" RADIUS.

5. SCORED JOINTS SHALL BE 14" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH

SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND BROOMED WITH A FINE BRUSH IN A

TRANSVERSE DIRECTION.

7. 1

4" DEEP SCORED JOINTS (TYP.) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

3. DISTRIBUTED STEEL REINFORCEMENT SHALL BE #3 BARS, 18" O.C. EACH WAY.

5" 4,000 PSI CONCRETE WITH

WITH #3 BARS AT 18" O.C.

COMPACTED SUBGRADE 95% PER

ASTM D698

4" AGGREGATE BASE COURSE

NOT TO SCALE

SANITARY SERVICE CONNECTION8

6"6"

COMPACTED SUBGRADE

4" COMPACTED STONE BASE

6" CONCRETE

NOT TO SCALE

CONCRETE FLUME DETAIL10

#3 BARS AT 18" O.C.

5%5%

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

R…

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 Aug 19, 2022.