TNC_Bid Documents_Plans_Sheets 01-16_937CM3002 - Copy.pdf

PDF 7 MB Posted Aug 16, 2023

Attached to: Y1JZ--937CM3002 Tallahassee National Cemetery Ph 2 Expansion
Solicitation number: 36C78623B0037
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation is for a gravesite expansion project at the Tallahassee National Cemetery in Tallahassee, Florida. The scope of work includes construction of pre-placed crypts, in-ground cremains sites, and associated irrigation, drainage, signage, and other site features. Bidding documents include plans, specifications, and construction drawings. The project will expand burial capacity with 1,638 new pre-placed crypts within 3'x8' plots, and 2,904 new in-ground cremains sites of varying dimensions. Additional improvements involve repairs, replacements and upgrades to drainage infrastructure, fencing, pavement, and site furnishings. Erosion control measures and a project phasing plan are also included. The solicitation number is 36C78623B0037 and was issued by the Department of Veterans Affairs National Cemetery Administration.

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36C78623B0037_1.docx	DOCX document	Aug 16, 2023

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BAY

WASHINGTON

WALTON

HOLMES

ROSA

SANTA

ESCAMBIA

OKALOOSA

DADE

MONROE

SUMTER

SARASOTA

PASCO

HERNANDO

MANATEE

PINELLAS

HILLSBOROUGH

ST. LUCIE

MARTIN

PALM BEACH

BROWARD

HIGHLANDS

Lake

Okeechobee

LEE HENDRY

GLADES

DESOTO

CHARLOTTE

COLLIER

SEMINOLE

OSCEOLA

ORANGE

INDIAN

BREVARD

RIVER

POLK

OKEECHOBEE

HARDEE

LAKE

BRADFORD

MARION

FRANKLIN

WAKULLA

GULF

TAYLOR

UNION

LAFAYETTE

SUWANNEE COLUMBIA

ALACHUA

CITRUS

GILCHRISTDIXIE

LEVY

LEON

GADSDEN

JACKSON

CALHOUN

LIBERTY

JEFFERSON

BAKER

HAMILTON

MADISON

ST.

JOHNS

FLAGLER

VOLUSIA

PUTNAM

CLAY

DUVAL

NASSAU

TRENTON

BRONSON

GAINESVILLE

CROSS CITY

LIVE OAK

MAYO

LAKE CITY

LAKE BUTLER STARK

PERRY

OCALA

TALLAHASSEE

APALACHICOLA

BRISTOL

QUINCY

MONTICELLO MADISON

JASPER

CRAWFORDVILLE

MARIANNA

BLOUNSTOWN

PORT ST. JOE

L R D.

OLD ST. AUGUSTINE RD.

STATE ROAD 20

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

1.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTSCOVER SHEET

GRAVESITE YIELD SUMMARY

TOTAL NUMBER

OF GRAVESITES

IN-GROUND

CREMAINS SITES

(4'x4')

2,904

CREMAIN PLOTS

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (3'x8')

CASKET PLOTS

1,638 4,542

LEON COUNTY

TALLAHASSEE, FLORIDA

GRAVESITE EXPANSION

PROJECT NUMBER: 937CM3002

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

SITE/CIVIL

3. VL100 OVERALL EXISTING CONDITIONS PLAN

4. BL100 BORING LOCATION PLAN & SOILS MAP

5. BL001 BORING LOGS

6. CS001 FACILITIES CONDITIONS ASSESSMENT

7. CS100 OVERALL SITE DEVELOPMENT PLAN

8. GC101 EROSION & SEDIMENT CONTROL PLAN PHASE I

9. GC102 EROSION & SEDIMENT CONTROL PLAN PHASE II

10. GC500 EROSION & SEDIMENT CONTROL DETAILS

11. GC501 EROSION & SEDIMENT CONTROL DETAILS

12. CD101 DEMOLITION PLAN

13. GC011 TEMPORARY CONSTRUCTION FENCING PLAN AREA

14. CS101 SITE LAYOUT & UTILITY PLAN

15. CS110 BURIAL SECTION NUMBERING PLAN SECTION 5

16. CS111 BURIAL SECTION NUMBERING PLAN SECTION 6

17. CS112 BURIAL SECTION NUMBERING PLAN SECTION 7

18. CS113 BURIAL SECTION NUMBERING PLAN SECTION 8

19. CG101 GRADING & DRAINAGE PLAN

20. CG110 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 5

21. CG111 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 6

22. CG112 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 7

23. CG113 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 8

24. CU265 STORM PROFILES & COMPUTATIONS

25. DT501 SITE DETAILS

26. DT503 SITE DETAILS

27. DT504 SITE DETAILS

28. DT505 COMMITTAL SERVICE SHELTERS 1 & 3 SERVICE EMBLEM REPLACEMENT

29. DT506 ASSEMBLY AREA FLAGPOLE REPLACEMENT

30. DT507 ASSEMBLY AREA FLAGPOLE REPLACEMENT

31. CI100 SITE CIRCULATION & PHASING PLAN

CAP JOINT REPLACEMENT/FURNISHINGS/SIGNAGE

32. CS401 COLUMBARIUM A CAP JOINT REPLACEMENT PLAN

33. CS402 MEMORIAL WALL CAP JOINT REPLACEMENT PLAN

34. CI501 SITE FURNISHING DETAILS 1

35. CI502 SITE FURNISHING DETAILS 2

36. CI503 SIGN DETAILS 1

37. CI504 SIGN DETAILS 2

LANDSCAPE

38. LP101 LANDSCAPE PLAN

39. LP501 LANDSCAPE DETAILS AND SCHEDULE

IRRIGATION

40. LI001 IRRIGATION NOTES AND LEGEND

41. LI101 IRRIGATION PLAN

42. LI102 IRRIGATION PLAN

43. LI501 IRRIGATION DETAILS

44. LI502 IRRIGATION DETAILS

45. LI503 IRRIGATION DETAILS

ARCHITECTURAL

46. GI200 PROJECT DATA, SYMBOLS, ABBREVIATIONS AND NOTES

47. AE100 ADMINISTRATIVE BUILDING OVERALL FLOOR PLAN, INTERIOR ELEVATIONS & DETAILS

48. AE101 MAINTENANCE BUILDING OVERALL FLOOR PLAN & INTERIOR ELEVATIONS

49. AE102 HONOR GUARD BUILDING OVERALL FLOOR PLAN, PARTIAL RCP & INTERIOR ELEVATIONS

50. AE200 CASEWORK DETAILS

MECHANICAL

51. MI001 MECHANICAL GENERAL NOTES

52. MH101 MECHANICAL PLAN

ELECTRICAL

53. EI001 ELECTRICAL GENERAL NOTES

54. ES101 ELECTRICAL SITE PLAN

55. EP101 ELECTRICAL ENLARGED PLANS

56. EP601 PANEL SCHEDULES

TELECOMMUNICATIONS

57. TI001 TELECOMMUNICATIONS GENERAL NOTES, SYMBOLS

58. TS101 TELECOMMUNICATIONS SITE PLAN

59. TD201 EXISTING TELECOM ELEVATION PLAN

60. TD401 EXISTING TELECOM ROOMS - ENLARGED

61. TN101 OVERALL BUILDING PLAN

62. TN201 TELECOM RACK ELEVATION

63. TN401 TELECOM ROOMS - ENLARGED

64. TN501 TELECOM DETAILS 1

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

TALLAHASSEE NATIONAL CEMETERY

PREPARED BY

NORTH

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

NORTH

GEORGIA

ALABAMA

ATLANTIC

OCEAN

GULF

MEXICO

PROJECT

LOCATION

PROJECT

AREA

3944 JFK Parkway, Unit 12C Fort Collins, CO 80525-3089 970.229.9668 www.aquaengineering.com

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

EGR I TY FEDERA

S ERV I C E S

GI001

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

2.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTSGENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

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

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

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

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

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

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

GI002

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'TALLAHASSEE NATIONAL CEMETERY GRAVESITE EXPANSION' INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF PRE-PLACED

CRYPTS AND IN-GROUND CREMAINS SITES ALONG WITH ASSOCIATED IRRIGATION SYSTEM, DRAINAGE, SIGNAGE, AND OTHER SITE FEATURES.

2. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD BY LOWE ENGINEERS ON OCTOBER 7, 2022.

3. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING SYSTEMS AND BASED ON TWO OPUS STATIC READING AND VERIFIED WITH RTK TO, HORIZONTAL FIRST ORDER, VERTICAL SECOND ORDER, MONUMENT WINDWOOD 1978. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83), STATE PLANE COORDINATE SYSTEM OF FLORIDA, NORTH ZONE, US SURVEY FOOT. THE VERTICAL REFERENCE FRAME IS NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

4. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 12073C0315F DATED AUGUST 18, 2009 AND MAP 12073C0316F DATED AUGUST 17, 2009. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE A). HOWEVER, NO PORTION OF THE PROPOSED EXPANSION IS LOCATED WITHIN THE 100-YEAR

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

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

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. 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.

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. A GEOTECHNICAL REPORT OF THE SITE WAS PROVIDED BY ECS FLORIDA, LLC ON OCTOBER 24, 2022.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER'S 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 FLORIDA DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT SUNSHINE 811 AT 1-800-432-4770 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. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE OBTAINED FROM FIELD OBSERVATIONS. UNDERGROUND UTILITY LOCATIONS AS SHOWN HEREON WERE OBTAINED BY UTILIZING RADIODETECTION RD8100 PIPE AND CABLE LOCATOR, LEICA ULTRA PIPE AND CABLE LOCATOR, AND LEICA DS200 GROUND PENETRATING RADAR, AND WERE MARKED WITH PAINT. THE INFORMATION SHOWN ON THIS DRAWING CONCERNING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE OWNER, ARCHITECT, CONTRACTOR, AND THEIR AGENTS ARE RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE ACTUAL SIZE, TYPE AND LOCATION OF

UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.

5. INTEGRITY FEDERAL SERVICES 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 INTEGRITY FEDERAL SERVICES. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S

EXPENSE.

6. INTEGRITY FEDERAL SERVICES 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'S REPRESENTATIVE 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'S REPRESENTATIVE 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 REPRESENTATIVE 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'S REPRESENTATIVE TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE 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. SUBMIT A TRANSPORTATION PLAN FOR CONTRACTING OFFICER'S REPRESENTATIVE AND CEMETERY DIRECTOR REVIEW AND APPROVAL NOT LESS THAN 30 DAYS PRIOR TO MOBILIZATION, INCLUDING REQUESTED CHANGES TO ROUTES INDICATED. INTENT IS TO SEPARATE VISITOR AND CONSTRUCTION TRAFFIC AS MUCH AS POSSIBLE. PROVIDE CONSTRUCTION AND HAUL TRAFFIC DAILY USAGE COUNT AND VEHICLE TYPES DURING EACH PHASE OF WORK. COORDINATE DAILY SCHEDULE WITH CEMETERY DIRECTOR AND CONTRACTING OFFICER'S REPRESENTATIVE NOT LESS THAN 10 DAYS IN ADVANCE. ALL OTHER CONSTRUCTION AND DELIVERY TRAFFIC ON CEMETERY ROADS IS PROHIBITED AT ALL TIMES UNLESS APPROVED IN ADVANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

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

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY PERMITS & LICENSES. COMPLY WITH ALL FEDERAL, STATE, AND LOCAL

ORDINANCES, LAWS, OR REGULATIONS APPLICABLE TO PERFORM THE WORK.

22. THE CONTRACTOR SHALL PROVIDE DETAILED PLAN AND PROJECT SCHEDULE FOR CONTRACTING OFFICER'S REPRESENTATIVE'S REVIEW. COORDINATE ALL ACTIVITIES WITH APPLICABLE AGENCIES HAVING JURISDICTION. SCHEDULE IS SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER'S REPRESENTATIVE. NO WORK SHALL COMMENCE UNTIL

APPROVAL IS ISSUED.

23. ONCE ALL IMPROVEMENTS HAVE BEEN CONSTRUCTED, STABILIZED AND EROSION & SEDIMENT CONTROLS REMOVED, CONTRACTOR SHALL COMPLETE A POST-CONSTRUCTION DRAIN INSPECTION AND CLEANING FOR ALL STORM SEWER, BOTH EXISTING AND NEWLY CONSTRUCTED, DOWNSTREAM OF IMPROVEMENT AREAS TO ENSURE NO BLOCKAGE OCCURS TO THE STORM SYSTEM AS A RESULT OF POTENTIAL SEDIMENT BUILD UP RESULTING FROM RUN-OFF. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL

EROSION & SEDIMENT CONTROL REQUIREMENTS DURING CONSTRUCTION.

24. THE CONTRACTOR SHALL COORDINATE WORK ADJACENT TO AND WITHIN COMMITTAL SERVICE SHELTERS, COLUMBARIA, AND MEMORIAL WALLS WITH CONTRACTING OFFICER'S REPRESENTATIVE NO LESS THAN 10 CALENDAR DAYS PRIOR TO PROPOSED WORK TO LIMIT IMPACT ON CEMETERY SERVICES AND VISITORS.

25. CONSTRUCTING ON-SITE HAUL ROADS AND LAYDOWN YARDS IN UNIMPROVED AREAS IS BY CONTRACTOR'S MEANS AND METHODS, AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. MAINTAIN THROUGHOUT CONSTRUCTION. RESTORE AREAS NOT DESIGNATED TO REMAIN TO ORIGINAL CONDITION UPON COMPLETION OF WORK, OR WHEN DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, AT CONTRACTOR'S EXPENSE.

26. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN FOR USE OF CEMETERY ROADWAYS FOR CONTRACTING OFFICER'S REPRESENTATIVE AND CEMETERY DIRECTOR REVIEW AND APPROVAL NO LESS THAN 10 CALENDAR DAYS PRIOR TO WORK.

27. THE CONTRACTOR SHALL CLEAN ROADS USED BY CONTRACTOR'S FORCE, DAILY, AND AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, AT CONTRACTOR'S EXPENSE. PREVENT TRACKING OF SEDIMENTS OR OTHER SUBSTANCES. EMPLOY STREET SWEEPING, WASH RACKS, AND OTHER MEASURES AS NECESSARY. REMOVE DEBRIS

AS IT OCCURS.

28. THE CONTRACTOR SHALL PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND WORKING IN AND ADJACENT TO PUBLIC AND CEMETERY ROADS. MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES, UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONTRACTING OFFICER'S REPRESENTATIVE. PROVIDE ADEQUATE TRAFFIC CONTROL MEASURES TO SAFELY WARN AND ROUTE TRAFFIC, AND AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. THIS MAY INCLUDE BARRICADES, SIGNAGE, ETC., AS

WELL AS LIGHTS AND FLAGGERS DURING CEMETERY HOURS OF OPERATION.

146.38

146.24

155.60

150.39

145.37

137.56

138.66

127.53

115.47

120.61

128.45

130.51

133.40

136.15

148.37

130130130

135135

155150

IRRIGATION CONTROLLER

10"

2.5"

1.5"

IRRIGATION CONTROLLER

2.5" 2.5" 2.5"

2" 2"

1.5"

1.25"

2" 1.5"

1.5"

2.5"

1.5" 1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5"

1.5" 1.5"

1.5"

1.25"

2" 2.5"

1.5"

2" 1.5"

1.5"

1.5" 2"

1.5"

3" 3"

1.5"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5"

2" 1.25"

1.25"

2" 2" 2"

1.25"

1.5"

1.25"

2.5"

1.5"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5"

2.5" 2"

1.5"

1.25" 1.25"

1.25"

3" 3"

2.5"

2.5"2.5"

2.5"

2" 1.5"

1.5"

1.5" 1.25"

1.25"

2.5"

1.5"

2" 2"

1.5"

1.25"

2.5" 1.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5" 1.5"

1.5"

2.5" 1.5"

1.5"

1.5"1.25"1.25"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5"

1.25"

1.5"

1.25"

2.5"

1.5"

1.25"

1.5"

2" 2"

1.5"

2.5"

1.5" 1.25"

1.5" 1.5"1.25"

6" 6"

2.5"

1.5"

2" 1.5"

3"4"

MASTER VALVE\FLOW SENSOR ASSEMBLY

2.5"

1.5"

1.25"

2.5" 1.5"

1.5"

1.25"

2.5"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5"

1.5"

2.5"

1.5"

1.25"

2" 1.5"

2.5"

1.5"

1.25" 1.25"

1.5"

2.5"

2"2.5"

1.5"

2.5"

2" 1.5"

1.5"

2" 1.5"

1.25"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5"

1.25"

2.5" 1.5"

1.5"

2.5"

1.5"

1.5" 1.5"

1.25"

1.5"

2.5"

1.5"

2.5"

1.5"

2.5"

1.5"

2.5"

2" 1.5"

1.5"

2.5"

1.5"

1.25"

1.5"

1.5" 1.25"

2.5"

1.5"

2.5"

1.5"

2" 1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5"

1.25"

2.5"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

1.5"

2" 1.5"

1.5"

2.5"

1.5"

2.5"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

1.5"

1.25"

1.5"

2.5"

1.5"

2.5"

2" 2"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

1.5"

1.25"

1.5"

2.5"

1.5" 1.25"

1.5"

1.25"

1.5"

2.5"

1.5"

1.25" 1.25"

1.25"

2" 2"

1.5"

2.5"

1.5"

1.25"

1.5"

1.25"

2.5" 1.5"

1.25"

2.5"

1.5"

2.5" 2"

1.5"

1.25"

2" 1.5"

1.25"

1.5"

2.5"

1.5"

2.5"

2.5"2"

1.5"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5"

1.25"

1.5"

2.5"

1.25"

2.5"

1.5"

2.5"

1.5"

1.25"

1.5" 1.25"

2.5"

1.5"

2" 2"

2" 1.5"

1.25"

2" 1.5"

1.5"

2.5"

1.5"

2"1.5"

1.5"

2" 1.5" 1.5"

1.25"

1.5"

2" 1.5"

1.5" 1.25"

1.5"

1.25"

1.5"

2.5"

1.5"

2.5"

2" 2"

2.5"

2.5" 2"

2.5"

1.25"

1.5"

2.5"

1.5"

1.25"

1.5"

2.5"

2" 1.25"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5" 1.25"

1.25"

2.5"

2" 1.5"

2.5"

1.5"

1.25"

1.5"

1.25"

2.5"

1.5"

2.5" 2"

1.5"

2.5"

1.5"

1.25"

MASTER VALVE\FLOW SENSOR ASSEMBLY

6" 4"

1.25"

2.5"

1.5"

1.25"

1.5"

1.25"

1.5"

1.25"

2" 1.25"

1.25"

1.25" 1.25"

1.25"

1.5"

1.25"

1.5" 1.25"

1.5"

1.5" 1.25"

1.25"

1.5"

1.25"

1.5"

1.25"

1.25" 1.25"

2" 2"

1.5"

1.25"

1.5"

1.25"

2" 2.5"

1.5"

1.25"

1.5"

1.25"

2.5"

1.25"

1.5" 1.25"

1.25"

2.5"

1.5"

1.25"

2.5"

1.25"

1.25"1.25" 1.25"1.25"

1.5"

1.25"

1.5"

1.25"

1.25" 1.25"

1.25"

2.5"

1.5"

1.25" 1.25"

1.25"

3" 3"

2.5"

1.5"

1.25"

2.5"

2" 2"

2.5"

1.5"

1.25"

2.5"

1.25"

1.5"

1.5" 1.5"

1.25"

2" 1.25"

1.25"

1.25" 1.25" 1.25"

1.5"

1.25"

2.5"

1.25"

1.5"

1.25"

2" 2"

1.25"

2.5"

1.5"

1.25"

1.5"

2.5"

1.5" 1.25"

1.25" 1.25"

1.25"

1.25" 1.25"

1.25"

1.5" 1.25" 1.25"

1.5"

1.25"1.25"

1.5" 1.5"

1.25"

1.5"

1.25"

6" 6"

6" 6"6"

1.5"

2" 1.25"

1.25"

2.5"

2" 1.5"

1.25"

2.5"

1.5"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

1.5"

WETLAND 1

WETLAND 2

WETLAND 3

WETLAND 4

X X

ADMINISTRATION

BLDG.

HONOR

GUARD

BLDG.

COMMITTAL

SERVICE

SHELTER "2"

OSSUARY &

MEMORIAL WALLS

MAINTENANCE

COMPLEX

SPOIL

STORAGE

AREA

FUEL ISLAND

PAD

COMMITTAL

SERVICE

SHELTER "1"

WASH PAD

DUMPSTER

PAD

MATERIAL

STORAGE BIN

CHAIN GATE

PIPE GATE

EX. SECTION 1 EX. SECTION 2EX. SECTION 3

EX. SECTION 4

N'S

IAL

D R.

APALACHEE PKWY. (STATE ROUTE 20)

OLD ST. AUGUSTINE RD.

AERATION SYSTEM

A A

2-21

2-22

2-23

2-42

2-41

2-24

2-25

2-26

2-37

2-38

2-39

2-40

2-33

2-34

2-35

2-36

2-27

2-28 2-29

2-30

2-31

2-32

2-37 2-38

2-43

14 14 14 14 14

1414 14 14

14 14

14 14 14

141414

6 6

14 14

4 44

4 4

6 6

16 16

D D

D Q

88 8 8 8 8 8 8

8 8 8

8 8 8 8 8

8 8

888888

A A

COLUMBARIUM

PLAZA

FLAG

ASSEMBLY

AREA

EX. POND

EX. IRRIGATION

LINE

EX. IRRIGATION

LINE

TREE LINE

5" OAK TREE

2" OAK TREE

2" OAK TREE 4" PINE TREE

4" PINE TREE

18" DPP

" D

18" DPP

" D

18" DPP

B A

24" DPP

" D

A B

18" DPP

" D

A B

18" DPP

" D

18" DPP

" D

INLETTOP=121.64INV. A= 114.54

INLET

TOP=121.47INV. A= 114.11INV. B= 111.72INV. C= 111.65

INLET

TOP=116.58

INV. A= 108.66

INV. B= 107.58

INLET

TOP=116.47

INV. A= 110.32

INLET

TOP=112.39

INV. A= 105.22

INLET

TOP=112.52

INV. A= 103.84

INV. B= 102.07

INV. C= 102.05

INLETTOP=126.02

INV. A= 117.26

INV. B= 117.18

INLETTOP=131.30

INV. A= 125.73

INV. B= 121.28

INLET

TOP=131.13

INV. A= 126.09

INLETTOP=127.98

INV. A= 118.12

INV. B= 117.98

INLET

TOP=134.58

INV. A= 124.28

INV. B= 124.22

INLET

TOP=134.61

INV. A= 124.51

INV. B= 124.41

INLET

TOP=122.47

INV. A= 117.77

INV. B= 117.75

INLET

TOP=138.44

INV. A= 127.96

INLET

TOP=143.54

INV. A= 133.54

INLET

TOP=146.49

INV. A=137.28

INV. B=133.25

INV. C= 133.23

INLET

TOP=148.99

INV. A= 140.84

STORM MANHOLE

TOP=143.59

INV. TO BOTTOM OF STRUCTURE= 132.24

INLET

TOP=113.89

INV. A= 108.63

INV. B= 108.44

INV. C= 108.38

EX. FLAG POLE (TYP.)

EX. WATER

VALVE (TYP.)

EX. WATER

VALVE (TYP.)

EX. WATER

VALVE (TYP.)

EX. ELECTRICAL

TRANSFORMER

(TYP.)

EX. COMMUNICATION

PEDESTAL (TYP.)

FLORAL/GROUND POLICY

MEMORIAL WALK

OSSUARY & MEMORIAL

WALL PLAZA DIRECTORY

COMMITTAL SHELTER 1

COMMITTAL SERVICE SHELTER #2

MAINTENANCE/DELIVERY

FLAG ASSEMBLY AREA

COMMITTAL SHELTER 2

"DO NOT

ENTER"

SIGN

"DO NOT ENTER"

SIGN

EX. WATER

STANDPIPE

(TYP.)

BENCHMARK #1:

ELEV.=135.042

N:517,306.953

E:2,066,820.117

BENCHMARK #2:

ELEV.=123.799

N:516,953.976 E:2,067,196.230

EX. CEMETERY GRID

MONUMENT (TYP.)

V V

EX. GAS

VALVE (TYP.)

M.U.

EX. GAS

TRAP

UNKNOWN UTILITY

POSSIBLY WATER

APPROXIMATE

LOCATION OF

100-YEAR FLOOD

PLAIN (TYP.)

FEMA FLOOD ZONE 'A'

NOTES:

1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD BY

LOWE ENGINEERS ON OCTOBER 7, 2022.

2. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING

SYSTEMS AND BASED ON TWO OPUS STATIC READING AND VERIFIED WITH RTK TO,

HORIZONTAL FIRST ORDER, VERTICAL SECOND ORDER, MONUMENT WINDWOOD 1978.

THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83),

STATE PLANE COORDINATE SYSTEM OF FLORIDA, NORTH ZONE, US SURVEY FOOT.

THE VERTICAL REFERENCE FRAME IS NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

3. ABOVE GROUND UTILITY LOCATIONS AS SHOWN HEREON WERE OBTAINED FROM

FIELD OBSERVATIONS. UNDERGROUND UTILITY LOCATIONS AS SHOWN HEREON

WERE OBTAINED BY UTILIZING RADIODETECTION RD8100 PIPE AND CABLE LOCATOR,

LEICA ULTRA PIPE AND CABLE LOCATOR, AND LEICA DS200 GROUND PENETRATING

RADAR, AND WERE MARKED WITH PAINT. THE INFORMATION SHOWN ON THIS

DRAWING CONCERNING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL

INCLUSIVE. THE OWNER, ARCHITECT, CONTRACTOR, AND THEIR AGENTS ARE

RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE ACTUAL SIZE,

TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE

NECESSARY TO AVOID DAMAGE THERETO.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES ON THE PROJECT. THE CONTRACTOR SHALL HIRE AN INDEPENDENT

UTILITY LOCATING COMPANY TO LOCATE ALL UTILITIES PRIOR TO THE START OF

WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING STORM SEWER

LOCATION, AND STRUCTURE INVERTS AT PROPOSED TIE-IN(S) PRIOR TO

CONSTRUCTION.

6. ALL EXISTING STRUCTURES THAT ARE LOCATED WITHIN THE LIMITS OF

DISTURBANCE AND ARE SHOWN TO REMAIN SHALL HAVE THEIR TOPS RESET TO

FINAL GRADE.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

0.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTS

NORTH

GRAPHICAL SCALE: 1"=250'

250 125 0 250 500 750

OVERALL EXISTING CONDITIONS

PLAN

VL100

EX. SECTION 1

EX. SECTION 2

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

146.38

146.24

155.60

150.39

145.37

137.56

138.66

127.53

128.45

130.51

133.40

136.15

148.37

130130

135135

155150

OSSUARY &

MEMORIAL

WALLS

TREE LINE

5" OAK TREE

2" OAK TREE

2" OAK TREE 4" PINE TREE

4" PINE TREE

W W

18" DPP

" D

18" DPP

" D

18" DPP

" D

18" DPP

" D

TOP=112.52

INV. A= 103.84

INV. B= 102.07

INV. C= 102.05

INLETTOP=131.30

INV. A= 125.73

INV. B= 121.28

INLET

TOP=131.13

INV. A= 126.09

INLETTOP=127.98

INV. A= 118.12

INV. B= 117.98

INLET

TOP=134.58

INV. A= 124.28

INV. B= 124.22

INLET

TOP=134.61

INV. A= 124.51

INV. B= 124.41

INLET

TOP=122.47

INV. A= 117.77

INV. B= 117.75

INLET

TOP=138.44

INV. A= 127.96

INLET

TOP=143.54

INV. A= 133.54

INLET

TOP=146.49

INV. A=137.28

INV. B=133.25

INV. C= 133.23

INLET

TOP=148.99

INV. A= 140.84

STORM MANHOLE

TOP=143.59

INV. TO BOTTOM OF STRUCTURE= 132.24

EX. FLAG POLE (TYP.)

EX. WATER

VALVE (TYP.)

EX. WATER

VALVE (TYP.)

EX. ELECTRICAL

TRANSFORMER

(TYP.)

EX. COMMUNICATION

PEDESTAL (TYP.)

FLORAL/GROUND POLICY

MEMORIAL WALK

OSSUARY & MEMORIAL

WALL PLAZA DIRECTORY

COMMITTAL SHELTER 1

"DO NOT ENTER"

SIGN

EX. WATER

STANDPIPE

(TYP.)

BENCHMARK #1:

ELEV.=135.042

N:517,306.953

E:2,066,820.117

EX. CEMETERY GRID

MONUMENT (TYP.)

V V

EX. GAS

VALVE (TYP.)

M.U.

EX. GAS

TRAP

HONOR CIR.

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

B-01

B-02

B-04

B-05

B-06

B-07

B-03

SOIL PROFILE BOUNDARY

SOILS LEGEND:

LIMITS OF WORK

SOIL PROFILE MAPPING UNIT33

LEGEND:

APPROXIMATE SOIL BORING LOCATIONS

B-##

MAPPING UNIT SOIL NAME

1 ALBANY LOAMY SAND, 0 TO 2% SLOPES

22 LEEFIELD LOAMY SAND, 0 TO 2% SLOPES

27 LYNCHBURG FINE SANDY LOAM

32 OCILLA FINE SAND

33 ORANGEBURG FINE SANDY LOAM, 2 TO 5% SLOPES

34 ORANGEBURG FINE SANDY LOAM, 5 TO 8% SLOPES

35 ORANGEBURG FINE SANDY LOAM, 8 TO 12% SLOPES

39 PELMHAM FINE SAND

99 WATER

SOIL DESCRIPTIONS:

1. FOR ADDITIONAL BORING INFORMATION AND RECOMMENDATIONS AT THE

LOCATIONS SHOWN ON THIS SHEET, REFER TO GEOTECHNICAL ENGINEERING

REPORT ENTITLED, "GEOTECHNICAL ENGINEERING REPORT", PREPARED BY ECS

FLORIDA, LLC DATED OCTOBER 24,2022."

BORING PLAN NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

0.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTS

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

BORING LOCATION PLAN & SOILS

MAP

KEY MAP

(NOT TO SCALE)

NORTH

EX. SECTION 4

BL100

MATCHLINE

THIS SHEET

MATCHLINE

THIS SHEET

EX. SECTION 1 & 2 FWS

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

1.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTSBORING LOGS

BL001

W W

"DO NOT

ENTER"

SIGN

"DO NOT ENTER"

SIGN

V V

M.U.

HONOR CIR.

ADMINISTRATION

BLDG.

HONOR

GUARD

BLDG.

COMMITTAL

SERVICE

SHELTER "2"

OSSUARY &

MEMORIAL WALLS

MAINTENANCE

COMPLEX

COMMITTAL

SERVICE

SHELTER "1"

EX. SECTION 1

EX. SECTION 2

EX. SECTION 3

EX. SECTION 4

VETERAN'S MEMORIAL DR.

COLUMBARIUM PLAZA

FLAG ASSEMBLY

AREA

SECTION 5

1,638 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 8

968 IN-GROUND

CREMAINS SITES

( 4'x4' PLOTS)

SECTION 7

968 IN-GROUND

CREMAINS SITES

(4'x4' PLOTS)

SECTION 6

968 IN-GROUND

CREMAINS SITES

(4'x4' PLOTS)

SEC

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

1.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTS

GRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

FACILITIES CONDITIONS

ASSESSMENT

NORTH

KEY MAP

(NOT TO SCALE)

CS001

TREE LINE

W W

EX. ELECTRICAL

TRANSFORMER

(TYP.)

V V

M.U.

WETLAND 1

WETLAND 2

WETLAND 3

ADMINISTRATION

BLDG.

HONOR

GUARD

BLDG.

COMMITTAL

SERVICE

SHELTER "2"

OSSUARY &

MEMORIAL WALLS

MAINTENANCE

COMPLEXFUEL ISLAND

PAD

COMMITTAL

SERVICE

SHELTER "1"

WASH PAD

DUMPSTER

PAD

MATERIAL

STORAGE BIN

CHAIN GATE

PIPE GATE

EX. SECTION 1 EX. SECTION 2EX. SECTION 3

EX. SECTION 4

N'S

IAL

D R.

APALACHEE PKWY. (STATE ROUTE 20)

AERATION SYSTEM A

A A

A A A

A A

COLUMBARIUM

PLAZA

FLAG

ASSEMBLY

AREA

EX. POND

SECTION 5

1,638 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 8

968 IN-GROUND

CREMAINS SITES

( 4'x4' PLOTS)

SECTION 7

968 IN-GROUND

CREMAINS SITES

(4'x4' PLOTS)

SECTION 6

968 IN-GROUND

CREMAINS SITES

(4'x4' PLOTS)

SEC

REMOVE AND REPLACE

CEMETERY DIRECTORY

SIGN AND VISITOR

INFORMATION SIGN

COLUMBARIUM CAP

JOINT REPLACEMENT

(SEE CS401)

MEMORIAL WALL AND

OSSUARY CAP JOINT

REPLACEMENT

(SEE CS402)

REMOVE AND REPLACE

EXISTING FLOWER

WATERING STATIONS (3)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

0.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTS

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

OVERALL SITE DEVELOPMENT

PLAN

NORTH

CS100

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

SSF

SSF 4

146.38

146.24

155.60

150.39

145.37

137.56

138.66

127.53

128.45

130.51

133.40

136.15

148.37

130130

135135

155150

TREE LINE

W W

EX. WATER

VALVE (TYP.)TR

EX. WATER

STANDPIPE

(TYP.)

BENCHMARK #1:

ELEV.=135.042

N:517,306.953

E:2,066,820.117

V V

M.U.

2.5"

1.5"

1.25"

2.5"

OSSUARY &

MEMORIAL

WALLS

2-38

14 14

D Q

EX. IRRIGATION

LINE

EX. IRRIGATION

LINE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

BOTTOM OF

TRAP=130.50

SSF

D.A.= AC.

TO SED. TRAP 1

3.82

TOP OF WET

STORAGE

ELEV. = 133.00

TOP OF DRY

STORAGE

ELEV. = 135.00

22.92' STONE

WEIR OUTLET

SSF

SSF SSF

SSF

137136

SSF

132 131

E&S CONTROL LEGEND

KEY NO. GRAPHIC DESCRIPTION

1&2

GC500

DETAIL/PG

TEMPORARY CONSTRUCTION

ENTRANCE/EXIT (SEE SHEET 10,

NOTE VI.2.)

GC500

BELTED SILT RETENTION FENCE

GC501

CURB INLET PROTECTION

TEMPORARY BERM BARRIER

GC500

STONE OUTLET SEDIMENT TRAP

LIMITS OF CONSTRUCTION

SSF

MOUNTABLE BERM

GC501

CI503

CONSTRUCTION SIGN8

CI503

SAFETY SIGN9

TEMPORARY CONSTRUCTION

ACCESS ROAD (SEE SHEET 10,

NOTE VI.2.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

1.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTS

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EROSION & SEDIMENT CONTROL

PLAN PHASE I

KEY MAP

(NOT TO SCALE)

NORTH

GC101

MATCHLINE

THIS SHEET

MATCHLINE

THIS SHEET

EX. SECTION 1 & 2 FWS

AutoCAD SHX Text

SSF

LIMITS OF

CONSTRUCTION

EX. SECTION 1

EX. SECTION 2

LIMITS OF

CONSTRUCTION

BOTTOM OF

TRAP=130.50

SSF

D.A.= AC.

TO SED. TRAP 1

3.82

TOP OF WET

STORAGE

ELEV. = 133.00

TOP OF DRY

STORAGE

ELEV. = 135.00

22.92' STONE

WEIR OUTLET

SSF

SSF SSF

SSF

137136

SSF

132 131

146.38

146.24

155.60

150.39

145.37

137.56

138.66

127.53

128.45

130.51

133.40

136.15

148.37

130130

135135

155150

TREE LINE

W W

"DO NOT ENTER"

SIGN

BENCHMARK #1:

ELEV.=135.042

N:517,306.953

E:2,066,820.117

V V

M.U.

HONOR CIR.

OSSUARY &

MEMORIAL

WALLS

14 14

D Q

SEC

SSF

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

E&S CONTROL LEGEND

KEY NO. GRAPHIC DESCRIPTION

1&2

GC500

DETAIL/PG

BELTED SILT RETENTION FENCE

GC501

DROP INLET PROTECTION

CURB INLET PROTECTION

TEMPORARY BERM BARRIER

GC500

LIMITS OF CONSTRUCTION

SSF

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

2.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTS

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EROSION & SEDIMENT CONTROL

PLAN PHASE II

KEY MAP

(NOT TO SCALE)

NORTH

GC102

MATCHLINE

THIS SHEET

MATCHLINE

THIS SHEET

EX. SECTION 1 & 2 FWS

AutoCAD SHX Text

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023 DCW BJS

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

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : G

:\P

\33

-1

1 T

0.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

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

I N

GRITY FEDERA

SERV I CES

BID DOCUMENTSEROSION & SEDIMENT CONTROL

DETAILS

NOT TO SCALE

BELTED SILT RETENTION FENCE - PRIORITY 11

NOT TO SCALE

SILT FENCE INSTALLATION2

NOT TO SCALE

TEMPORARY CONSTRUCTION ENTRANCE/EXIT3

NOT TO SCALE

SLOPE ROLLED EROSION CONTROL MATTING/BLANKET6NOT TO SCALE

TEMPORARY BERM BARRIER4

NOT TO SCALE

STONE OUTLET SEDIMENT TRAP5

GC500

EROSION AND SEDIMENT CONTROL NARRATIVE:

I. PROJECT DESCRIPTION:

PROPOSED SITE IMPROVEMENTS FOR 'TALLAHASSEE NATIONAL CEMETERY GRAVESITE EXPANSION' INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF PRE-PLACED CRYPTS AND IN-GROUND CREMAINS SITES ALONG WITH ASSOCIATED IRRIGATION SYSTEM, DRAINAGE, SIGNAGE, AND OTHER SITE FEATURES.THE…

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