NNC_Bid Documents_Plan Sheets 1-18_865CM3031.pdf

PDF 5 MB Posted Aug 11, 2023

Attached to: Z2LB--865CM3031 - Repair Roads, Curbs and Storm Drainage
Solicitation number: 36C78623B0030
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes bid documents and plans for the federal contract opportunity Solicitation Number 36C78623B0030 to repair roads, curbs, and storm drainage at the Nashville National Cemetery. The work includes full depth asphalt replacement, structural and non-structural asphalt mill and overlay, replacement of damaged storm structures and inlets, curbs, and drainage improvements. The project is located in Davidson County, Tennessee and will be awarded by the Department of Veterans Affairs National Cemetery Administration. The bid documents provide 18 plan sheets detailing existing conditions, demolition, erosion control, and proposed construction. Contractors must visit the site and verify all conditions and utility locations prior to bidding. The plans establish performance requirements for maintaining clean work areas and traffic accommodation throughout construction.

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36C78623B0030 0003.docx	DOCX document	Sep 11, 2023
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865CM3031 RFIResponses (002).xlsx	XLSX spreadsheet	Sep 1, 2023
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GI001

COVER SHEET

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

PROJECT NUMBER: 865CM3031

BID DOCUMENTS

DAVIDSON COUNTY, TENNESSEE

NASHVILLE NATIONAL CEMETERY

Know what's below.

before you dig.Call

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

TEGR I TY FEDERA

S E RV I C E S

U.S. Department of Veterans Affairs

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

\33

-1

1 N

ILL

\G I00

1.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

TEGR I TY FEDERA

S ER V I CE S

GENERAL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

CIVIL

3. VL100 OVERALL EXISTING CONDITIONS AND BORING PLAN

4. VL101 EXISTING TREE AND UTILITY TABLES AND BORING LOGS

5. VL102 EXISTING CONDITIONS AND BORING PLAN

6. VL103 EXISTING CONDITIONS AND BORING PLAN

7. VL104 EXISTING CONDITIONS AND BORING PLAN

8. VL105 EXISTING CONDITIONS AND BORING PLAN

9. VL106 EXISTING CONDITIONS AND BORING PLAN

10. VL107 EXISTING CONDITIONS AND BORING PLAN

11. GC100 CONSTRUCTION SEQUENCE PLAN

12. GC101 EROSION AND SEDIMENT CONTROL PLAN

13. GC102 EROSION AND SEDIMENT CONTROL PLAN

14. GC103 EROSION AND SEDIMENT CONTROL PLAN

15. GC104 EROSION AND SEDIMENT CONTROL PLAN

16. GC105 EROSION AND SEDIMENT CONTROL PLAN

17. GC106 EROSION AND SEDIMENT CONTROL PLAN

18. GC501 EROSION AND SEDIMENT CONTROL NOTES & DETAILS

19. GC502 EROSION AND SEDIMENT CONTROL NOTES & DETAILS

20. CD101 SITE DEMOLITION PLAN

21. CD102 SITE DEMOLITION PLAN

22. CD103 SITE DEMOLITION PLAN

23. CD104 SITE DEMOLITION PLAN

24. CD105 SITE DEMOLITION PLAN

25. CD106 SITE DEMOLITION PLAN

26. CS101 SITE PLAN

27. CS102 SITE PLAN

28. CS103 SITE PLAN

29. CS104 SITE PLAN

30. CS105 SITE PLAN

31. CS106 SITE PLAN

32. CS501 SITE DETAILS

33. CS502 SITE DETAILS

34. CS503 SITE DETAILS

35. CS504 SITE DETAILS

36. CS505 SITE DETAILS

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

REGIONAL MAP (N.T.S.)

AutoCAD SHX Text

LOCAL MAP (N.T.S.)

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

KENTUCKY

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

GEORGIA

AutoCAD SHX Text

ALABAMA

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

ARKANSAS

AutoCAD SHX Text

MISSOURI

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NORTH CAROLINA

AutoCAD SHX Text

SITE

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'NASHVILLE NATIONAL CEMETERY REPAIR ROADS' INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

· FULL DEPTH ASPHALT REPLACEMENT ON PORTIONS OF THE CEMETERY ROADS.

· STRUCTURAL ASPHALT MILL AND OVERLAY ON PORTIONS OF THE CEMETERY ROADS.

· NON-STRUCTURAL MILL AND OVERLAY ON PORTIONS OF THE CEMETERY ROADS.

· REPLACEMENT OF DAMAGED STORM STRUCTURES.

· REPLACEMENT OF DAMAGED STORM INLET GRATES AND GRATE FRAMES.

· REPLACEMENT OF DAMAGED CURB AND GUTTER.

· DRAINAGE IMPROVEMENTS WHERE PONDING WATER IS EVIDENT.

2. THE PROJECT IS LOCATED IN DAVIDSON COUNTY, TENNESSEE.

3. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A COMBINATION OF AN AERIAL TOPOGRAPHIC SURVEY AND CONVENTIONAL FIELD SURVEY PREPARED BY L.I, SMITH & ASSOCIATES, SIGNED DECEMBER 06, 2022, HORIZONTAL DATUM IS REFERENCED TO THE TENNESSEE STATE PLANE COORDINATE SYSTEM, NAD83, TENNESSEE ZONE 2113, INTERNATIONAL FEET. VERTICAL DATUM IS REFERENCED TO NAVD 88.

4. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 47037C0251H DATED APRIL 05, 2017. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE A). THE PROPERTY IS IN ZONE X

5. SEE THIS SHEET FOR LEGEND OF PROPOSED SYMBOLS USED ON ALL SHEETS AND SHEET VL100 EXISTING CONDITIONS PLAN FOR LEGEND OF EXISTING SYMBOLS.

6. 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.

7. 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.

8. 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.

9. 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.

10. CONTRACTOR SHALL KEEP AT LEAST ONE LANE OR PATH CLEAR THROUGH THE SITE TO FACILITATE CEMETERY OPERATIONS AT ALL TIMES.

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE PLANS 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 TENNESSEE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

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

DETAILS.

4. 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.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS

REQUIRED FOR CONSTRUCTION.

6. 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.

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

8. CONTRACTOR SHALL CONTACT TENNESSEE ONE CALL AT 1-800-351-1111 OR 811 A MINIMUM OF THREE (3) FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

9. THE ENGINEER 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 THE VA SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

10. ENGINEER 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'S 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. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

PROPOSED

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

BOARD FENCE

SOIL BOUNDARY

WIRE FENCE

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

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

LIMITS OF WORK

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

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 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

I.E. INVERT ELEVATION

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE

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

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

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

A AREA OR ARC

AC ACRE

A/C AIR CONDITIONING

ADA AMERICANS WITH DISABILITIES ACT

ADMIN AMDINISTRATION

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

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

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 OR CONTRACT

DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE

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 OF 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

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

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

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

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

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

SBL SOUTH BOUND LANE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET

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

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

S/W SIDEWALK

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

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, 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

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

UNDERGROUND GAS LINE

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

DRIP LINE OF BRUSH

WETLANDS

GRAVESITE GRID MONUMENT

BURIAL SECTION MARKER

UTILITY BOX

FLAG SLEEVES/MISCELLANEOUS POSTS

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

COLUMBARIUM NICHE SECTION

RETAINING WALL

DRAINAGE FLOW ARROW

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V VOLT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD

YH YARD HYDRANT

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL-1 PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QT QUARRY TILE

R RADIUS / REGISTER

RA RETURN AIR

RB-1 RUBBER BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / STORM SEWER

SSO STORM SEWER OVERFLOW

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P P-1/P-2/ P-3/P-4

PAINT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR-1 GROUT

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

CSF CUBIC FEET PER SECOND

CT-1/CT-2/

CT-3

CERAMIC TILE

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

EA EACH / EXHAUST AIR

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC-1 ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG-1/CG-2 CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

ECT-1 ENTRANCE CARPET TILE

LK-1 LOCKER

RS-1 ROLLER SHADES

SSM-1 SOLID SURFACING MATERIAL

TS-1/TS-2

/TS-3

TRANSITION STRIP

ABBREVIATIONS ARCHITECTURAL ABBREVIATIONSCIVIL LEGENDCIVIL LEGEND

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

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1 N

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\G I00

2.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

TEGR I TY FEDERA

S ERV I CE S

AutoCAD SHX Text

REVERSE CURB

AutoCAD SHX Text 8" W/M

AutoCAD SHX Text

TRANS

AutoCAD SHX Text

CURB

AutoCAD SHX Text

INV

AutoCAD SHX Text

8" SAN. SEW.

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text E co

550050

E F

SS SS SS SS SS SS

SSSS

IVIV

IV IVIV

IVIV

IV IV

IVIV

W W

X X

X X X X X X X X X X X X X

OE OE OE OE

OEOEOEOEOEOEOE

S S

T (D

ILR

CBCBCB

UE UE

U E

~CONC~

OE OE OE OE

OEOEOEOEOEOEOE

OE OE OE

G E

X X X X X X X X

WCO

IV IV

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES (4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(6) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(5) IRRIGATION

VALVES (4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(5) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

IRRIGATION

VALVE

(6) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(6) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(5) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

WATER

METER

(4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(2) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(4) IRRIGATION

VALVES

(3) IRRIGATION

VALVES

WALTON LANE (LOCAL)

E S

(U .S

. 3 1E

VL100

OVERALL EXISTING CONDITIONS

AND BORING PLAN

UTILITY NOTES

1. ALL UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE AT TIME OF SURVEY

UNLESS NOTED OTHERWISE.

2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN

ON THIS DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR

IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL

BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT UTILITY LOCATIONS AND

ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.

BENCHMARKS

DATUM: NAVD88

BM 1:

REBAR WITH CAP SET NEAR NORTH MAINTENANCE ENTRANCE THAT INTERSECTS THE

GRAVEL ROAD.

ELEV = 499.00'

BM 2:

REBAR WITH CAP SET NEAR SOUTHWEST MAINTENANCE ENTRANCE THAT INTERSECTS

WALTON LANE.

ELEV = 517.82'

EXISTING LEGEND

SOIL BORING LEGEND:

GRAPHICAL SCALE: 1"=80'

80 40 0 80 160 240

NORTH

PROPERTY LINE

ADJOINING PROPERTY LINE

REBAR (FOUND)

SEWER LINE

EASEMENT LINE

1/2-INCH HEX BOLT (FOUND)

WATER VALVE

WATER METER

IRRIGATION CONTROL VALVE

OE OVERHEAD UTILITIES LINE

RAIL ROAD

FENCE LINE

STORM SEWER LINE

ROAD CENTERLINE

SEWER VALVE

SEWER MANHOLE

UTILITY POLE

LIGHT POLE

CURB INLET

CATCH BASIN

STORM MANHOLE

TREE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

A ROSTRUM

B COMMITTAL SHELTER

C COLUMBARIUM

D MAINTENANCE COMPLEX

E ADMINISTRATION BUILDING

F RESTROOM

G MAIN ENTRANCE & ARCH

H MAINTENANCE ENTRANCE

I SECONDARY MAINTENANCE ENTRANCE

SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

BM2

BM1

CP2

CP1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

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-1

1 N

ILL

\V L1

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

TEGR I TY FEDERA

S ERV I CE S

KEY MAP

(NOT TO SCALE)

1 4

2 5

3 6

FEATURE LABEL LEGEND:

LABEL. DESCRIPTION

TREE LABEL

SANITARY SEWER STRUCTURE LABEL

STORM SEWER STRUCTURE LABEL

STORM SEWER PIPE LABEL

1. DATA TABLES FOR TREES, SANITARY SEWER STRUCTURES,

STORM SEWER STRUCTURES, AND STORM SEWER PIPES ARE

PROVIDED ON SHEET VL101.

NOTES:

AutoCAD SHX Text

AutoCAD SHX Text C-1

AutoCAD SHX Text C-3

AutoCAD SHX Text C-5

AutoCAD SHX Text C-4

AutoCAD SHX Text C-2

AutoCAD SHX Text C-6

AutoCAD SHX Text C-9

AutoCAD SHX Text C-10

AutoCAD SHX Text C-8

AutoCAD SHX Text C-7

AutoCAD SHX Text

CONTROL POINTS

AutoCAD SHX Text

NAME

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BM1

AutoCAD SHX Text 696007.27

AutoCAD SHX Text 1754642.87

AutoCAD SHX Text 499.00'

AutoCAD SHX Text

REBAR WITH CAP SET

AutoCAD SHX Text

BM2

AutoCAD SHX Text 694631.29

AutoCAD SHX Text 1753355.49

AutoCAD SHX Text 517.82'

AutoCAD SHX Text

REBAR WITH CAP SET

AutoCAD SHX Text

CP1

AutoCAD SHX Text 695886.73

AutoCAD SHX Text 1754182.90

AutoCAD SHX Text 510.35'

AutoCAD SHX Text

MAG NAIL SET IN EOP

AutoCAD SHX Text

CP2

AutoCAD SHX Text 695409.01

AutoCAD SHX Text 1754225.49

AutoCAD SHX Text 483.89'

AutoCAD SHX Text

MAG NAIL SET IN EOP

AutoCAD SHX Text

COORDINATE SYSTEM - NAD 1983

AutoCAD SHX Text

VERTICAL DATUM - NAVD 1988

AutoCAD SHX Text TOPOGRAPHIC SURVEY: 1. HORIZONTAL DATUM IS TO REFERENCED TO THE US STATE PLANE HORIZONTAL DATUM IS TO REFERENCED TO THE US STATE PLANE COORDINATE SYSTEM, NAD 83, TENNESSEE ZONE 2133, INTERNATIONAL FEET. VERTICAL DATUM IS REFERENCED TO NAVD 88.

AutoCAD SHX Text

VL101

EXISTING TREE AND UTILITY

TABLES AND BORING LOGS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

DAVIDSON COUNTY, TENNESSEE

865CM3031

JULY 24, 2023 RPP RJP Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DESIGN ROAD REPAIRS AT

NASHVILLE NATIONAL CEMETERY

Fil e P ath : G

:\P

\33

-1

1 N

ILL

\V L1

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

TEGR I TY FEDERA

S ERV I CE S

BORING LOGS

CORING # APPROX. STONE BASE

THICKNESS (IN.)

APPROX PAVEMENT

THICKNESS (IN.)

C-1 6 4 C-2 3 3.5 C-3 3.5 4 C-4 3 3 C-5 4 4.5 C-6 3 3 C-7 3 3 C-8 2 3 C-9 4 4 C-10 4 4

AutoCAD SHX Text

AutoCAD SHX Text 515.20'

AutoCAD SHX Text W

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 508.08'

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 507.99'

AutoCAD SHX Text

AutoCAD SHX Text 522.53'

AutoCAD SHX Text W

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 509.53'

AutoCAD SHX Text E

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 509.16'

AutoCAD SHX Text

AutoCAD SHX Text 521.41'

AutoCAD SHX Text W

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 511.41'

AutoCAD SHX Text E

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 511.40'

AutoCAD SHX Text

AutoCAD SHX Text 519.44'

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 511.79'

AutoCAD SHX Text E

AutoCAD SHX Text 511.74'

AutoCAD SHX Text

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AutoCAD SHX Text 511.80'

AutoCAD SHX Text

AutoCAD SHX Text 521.14'

AutoCAD SHX Text W

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 512.00'

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 511.92'

AutoCAD SHX Text

AutoCAD SHX Text 519.06'

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text

AutoCAD SHX Text 521.05'

AutoCAD SHX Text N

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 505.39'

AutoCAD SHX Text S

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 505.17'

AutoCAD SHX Text

AutoCAD SHX Text 521.75'

AutoCAD SHX Text N

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 506.78'

AutoCAD SHX Text S

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 506.69'

AutoCAD SHX Text

AutoCAD SHX Text 514.26'

AutoCAD SHX Text S

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 512.48'

AutoCAD SHX Text N

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 512.38'

AutoCAD SHX Text

AutoCAD SHX Text 512.71'

AutoCAD SHX Text S

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 510.06'

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 509.96'

AutoCAD SHX Text

AutoCAD SHX Text 520.76'

AutoCAD SHX Text N

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 508.32'

AutoCAD SHX Text S

AutoCAD SHX Text

8" - VCP

AutoCAD SHX Text 508.11'

AutoCAD SHX Text

AutoCAD SHX Text 520.91'

AutoCAD SHX Text

UNABLE TO OPEN. SEALED.

AutoCAD SHX Text

STORM DRAINAGE STRUCTURE - T1

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

GRATE ELEV.

AutoCAD SHX Text

LOWEST INV.

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 510.04'

AutoCAD SHX Text 510.00'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 512.13'

AutoCAD SHX Text 509.40'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 511.95'

AutoCAD SHX Text 507.82'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 505.84'

AutoCAD SHX Text 503.09'

AutoCAD SHX Text

DOUBLE CURB INLET

AutoCAD SHX Text 499.37'

AutoCAD SHX Text 496.34'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 499.14'

AutoCAD SHX Text 496.18'

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text 493.91'

AutoCAD SHX Text 491.73'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 491.23'

AutoCAD SHX Text 488.58'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 491.97'

AutoCAD SHX Text 488.30'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 491.24'

AutoCAD SHX Text 485.13'

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text 489.26'

AutoCAD SHX Text 485.10'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 497.12'

AutoCAD SHX Text 494.62'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 483.58'

AutoCAD SHX Text 480.74'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 483.27'

AutoCAD SHX Text 480.33'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 483.26'

AutoCAD SHX Text 480.47'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 482.88'

AutoCAD SHX Text 480.22'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 482.12'

AutoCAD SHX Text 479.65'

AutoCAD SHX Text

STORM DRAINAGE STRUCTURE - T2

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

GRATE ELEV.

AutoCAD SHX Text

LOWEST INV.

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 483.08'

AutoCAD SHX Text 479.71'

AutoCAD SHX Text

TRIPLE CATCH BASIN

AutoCAD SHX Text 482.99'

AutoCAD SHX Text 479.96'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.49'

AutoCAD SHX Text 493.57'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 500.36'

AutoCAD SHX Text 494.31'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.45'

AutoCAD SHX Text 496.17'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.74'

AutoCAD SHX Text 496.70'

AutoCAD SHX Text

DOUBLE CURB INLET

AutoCAD SHX Text 509.68'

AutoCAD SHX Text 505.16'

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text 510.85'

AutoCAD SHX Text 506.18'

AutoCAD SHX Text

ROUND INLET

AutoCAD SHX Text 516.20'

AutoCAD SHX Text 514.20'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 509.53'

AutoCAD SHX Text 508.31'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 509.58'

AutoCAD SHX Text 506.53'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 512.70'

AutoCAD SHX Text 510.26'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 515.01'

AutoCAD SHX Text

FLOODED

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 515.84'

AutoCAD SHX Text 513.86'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 496.27'

AutoCAD SHX Text 494.01'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 496.12'

AutoCAD SHX Text 493.59'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.20'

AutoCAD SHX Text 494.53'

AutoCAD SHX Text

STORM DRAINAGE STRUCTURE - T3

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

GRATE ELEV.

AutoCAD SHX Text

LOWEST INV.

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.07'

AutoCAD SHX Text 494.76'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.11'

AutoCAD SHX Text 495.70'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 498.29'

AutoCAD SHX Text 496.40'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 491.31'

AutoCAD SHX Text 489.31'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 492.44'

AutoCAD SHX Text 489.19'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 492.47'

AutoCAD SHX Text 489.48'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 492.05'

AutoCAD SHX Text 489.46'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 499.54'

AutoCAD SHX Text 497.32'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 502.15'

AutoCAD SHX Text 499.30'

AutoCAD SHX Text

DOUBLE CURB INLET

AutoCAD SHX Text 502.64'

AutoCAD SHX Text 500.01'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 519.87'

AutoCAD SHX Text 518.39'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

ELEVATED GRATE

AutoCAD SHX Text

1-FT

AutoCAD SHX Text

CONC: 507.56'

AutoCAD SHX Text 503.26'

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

ELEVATED GRATE

AutoCAD SHX Text

1-FT

AutoCAD SHX Text

CONC: 507.42'

AutoCAD SHX Text 503.51'

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text 506.80'

AutoCAD SHX Text 504.13'

AutoCAD SHX Text

ROUND INLET

AutoCAD SHX Text 507.95'

AutoCAD SHX Text 506.37'

AutoCAD SHX Text

ROUND INLET

AutoCAD SHX Text 508.87'

AutoCAD SHX Text 507.54'

AutoCAD SHX Text

STORM PIPE TABLE - T1

AutoCAD SHX Text

PIPE ID

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PIPE IN

AutoCAD SHX Text

PIPE OUT

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 510.00'

AutoCAD SHX Text

AutoCAD SHX Text 509.75'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 509.40'

AutoCAD SHX Text

AutoCAD SHX Text 508.15'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 507.82'

AutoCAD SHX Text

AutoCAD SHX Text 503.16'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 503.09'

AutoCAD SHX Text

AutoCAD SHX Text 496.79'

AutoCAD SHX Text

AutoCAD SHX Text 15"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 496.34'

AutoCAD SHX Text

AutoCAD SHX Text 496.21'

AutoCAD SHX Text

AutoCAD SHX Text 15"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 496.18'

AutoCAD SHX Text

AutoCAD SHX Text 491.82'

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

AutoCAD SHX Text 492.66'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 491.73'

AutoCAD SHX Text

AutoCAD SHX Text 488.69'

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 488.58'

AutoCAD SHX Text

AutoCAD SHX Text 488.30'

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 488.30'

AutoCAD SHX Text

AutoCAD SHX Text 485.51'

AutoCAD SHX Text

AutoCAD SHX Text 20"x30"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 485.13'

AutoCAD SHX Text

AutoCAD SHX Text 485.20'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 494.62'

AutoCAD SHX Text

AutoCAD SHX Text 486.18'

AutoCAD SHX Text

AutoCAD SHX Text 20"x30"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 485.10'

AutoCAD SHX Text

AutoCAD SHX Text 480.75'

AutoCAD SHX Text

AutoCAD SHX Text 20"x30"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 480.74'

AutoCAD SHX Text

AutoCAD SHX Text 480.31'

AutoCAD SHX Text

AutoCAD SHX Text 20"x30"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 480.33'

AutoCAD SHX Text

AutoCAD SHX Text 479.73'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 480.47'

AutoCAD SHX Text

AutoCAD SHX Text 480.19'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 480.22'

AutoCAD SHX Text

AutoCAD SHX Text 479.78'

AutoCAD SHX Text

AutoCAD SHX Text 20"x30"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 479.71'

AutoCAD SHX Text

AutoCAD SHX Text 479.74'

AutoCAD SHX Text

AutoCAD SHX Text 16"

AutoCAD SHX Text

DIP

AutoCAD SHX Text

AutoCAD SHX Text 479.65'

AutoCAD SHX Text

AutoCAD SHX Text 24"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 479.96'

AutoCAD SHX Text

AutoCAD SHX Text 479.84'

AutoCAD SHX Text

STORM PIPE TABLE - T2

AutoCAD SHX Text

PIPE ID

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PIPE IN

AutoCAD SHX Text

PIPE OUT

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text

CPP

AutoCAD SHX Text

AutoCAD SHX Text 480.03'

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 493.57'

AutoCAD SHX Text

AutoCAD SHX Text 480.09'

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 494.31'

AutoCAD SHX Text

AutoCAD SHX Text 493.66'

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text E

AutoCAD SHX Text 496.17'

AutoCAD SHX Text W

AutoCAD SHX Text 494.73'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 496.70'

AutoCAD SHX Text

AutoCAD SHX Text 496.23'

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

AutoCAD SHX Text 505.16'

AutoCAD SHX Text

AutoCAD SHX Text 494.93'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

CPP

AutoCAD SHX Text N

AutoCAD SHX Text 506.34'

AutoCAD SHX Text S

AutoCAD SHX Text 506.03'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

AutoCAD SHX Text 514.20'

AutoCAD SHX Text

AutoCAD SHX Text 506.18'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

HDPE

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text 514.20'

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

AutoCAD SHX Text 506.53'

AutoCAD SHX Text

AutoCAD SHX Text 505.60'

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

UNKWN

AutoCAD SHX Text

AutoCAD SHX Text 508.31'

AutoCAD SHX Text

AutoCAD SHX Text 506.77'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 510.26'

AutoCAD SHX Text

AutoCAD SHX Text 506.77'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 513.86'

AutoCAD SHX Text

AutoCAD SHX Text 510.33'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 494.01'

AutoCAD SHX Text

AutoCAD SHX Text 493.53'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 493.59'

AutoCAD SHX Text

AutoCAD SHX Text 492.22'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 494.56'

AutoCAD SHX Text

AutoCAD SHX Text 493.61'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 494.82'

AutoCAD SHX Text

AutoCAD SHX Text 494.53'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 495.62'

AutoCAD SHX Text

AutoCAD SHX Text 494.76'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 496.40'

AutoCAD SHX Text

AutoCAD SHX Text 495.70'

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

AutoCAD SHX Text 489.31'

AutoCAD SHX Text

AutoCAD SHX Text 486.95'

AutoCAD SHX Text

STORM PIPE TABLE - T3

AutoCAD SHX Text

PIPE ID

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PIPE IN

AutoCAD SHX Text

PIPE OUT

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 486.06'

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 486.13'

AutoCAD SHX Text

AutoCAD SHX Text 15"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 489.19

AutoCAD SHX Text

AutoCAD SHX Text 485.63'

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text 489.54'

AutoCAD…

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 11, 2023.