S02_Attachment-3_Plans_916CM3017_Part1.pdf

DEPARTMENT OF

VETERANS AFFAIRS

DALLAS COUNTY

DALLAS, TEXAS

BURIAL EXPANSION

PROJECT NUMBER: 916CM3017

BID DOCUMENTS

PROJECT

LOCATION

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

GI001

COVER SHEET

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 OVERALL EXISTING CONDITIONS PLAN

4. BI100 BORING LOCATION PLAN

5. GC100 CONSTRUCTION ACCESS PLAN

6. CS100 OVERALL SITE PLAN AND KEY MAP

7. GC101 EROSION AND SEDIMENT CONTROL PLAN - NORTHWESTERN AREA

8. GC102 EROSION AND SEDIMENT CONTROL PLAN

9. GC501 EROSION AND SEDIMENT CONTROL DETAILS

10. CS101 SITE LAYOUT PLAN

11. CS102 SITE LAYOUT PLAN

12. CS103 SITE LAYOUT PLAN

13. CS110 BURIAL SECTION LAYOUT PLAN SECTIONS 40 & 42

14. CS111 BURIAL SECTION LAYOUT PLAN SECTION 44

15. CS112 BURIAL SECTION LAYOUT PLAN SECTION 41

16. CS113 BURIAL SECTION LAYOUT PLAN SECTION 43

17. CS114 BURIAL SECTION LAYOUT PLAN SECTION 45

18. CS115 BURIAL SECTION LAYOUT PLAN SECTIONS 51 & 53

19. CS116 BURIAL SECTION LAYOUT PLAN SECTION 49

20. CS117 BURIAL SECTION LAYOUT PLAN SECTION 47

21. CS118 BURIAL SECTION LAYOUT PLAN SECTION 52

22. CS119 BURIAL SECTION LAYOUT PLAN SECTION 50

23. CS120 BURIAL SECTION LAYOUT PLAN SECTION 48

24. CS121 BURIAL SECTION LAYOUT PLAN SECTION 46

25. CG101 GRADING AND DRAINAGE PLAN

26. CG102 GRADING AND DRAINAGE PLAN

27. CG103 GRADING AND DRAINAGE PLAN

28. CG110 BURIAL SECTION GRADING ENLARGEMENT SECTION 40

29. CG111 BURIAL SECTION GRADING ENLARGEMENT SECTION 42

30. CG112 BURIAL SECTION GRADING ENLARGEMENT SECTION 44

31. CG113 BURIAL SECTION GRADING ENLARGEMENT SECTION 41

32. CG114 BURIAL SECTION GRADING ENLARGEMENT SECTION 43

33. CG115 BURIAL SECTION GRADING ENLARGEMENT SECTION 45

34. CG116 BURIAL SECTION GRADING ENLARGEMENT SECTIONS 51 & 53

35. CG117 BURIAL SECTION GRADING ENLARGEMENT SECTION 49

36. CG118 BURIAL SECTION GRADING ENLARGEMENT SECTION 47

37. CG119 BURIAL SECTION GRADING ENLARGEMENT SECTION 52

38. CG120 BURIAL SECTION GRADING ENLARGEMENT SECTION 50

39. CG121 BURIAL SECTION GRADING ENLARGEMENT SECTION 48

40. CG122 BURIAL SECTION GRADING ENLARGEMENT SECTION 46

41. CT201 ROADWAY CENTERLINE PROFILE

42. CT202 ROADWAY CENTERLINE PROFILE

43. CT203 ROADWAY CENTERLINE PROFILE

44. CU260 STORM SEWER PROFILES

45. CU261 STORM SEWER PROFILES

46. CU262 STORM SEWER PROFILES

47. CU263 SWM CROSS SECTIONS

48. CU264 STORM SEWER COMPUTATIONS

49. DT501 CRYPT AND BURIAL SECTION DETAILS

50. DT502 CRYPT AND BURIAL SECTION DETAILS

51. DT503 ROADWAY DETAILS

52. DT504 STORM DRAINAGE DETAILS

53. DT505 STORM DRAINAGE DETAILS

54. DT506 STORM DRAINAGE DETAILS

55. CJ100 DRAINAGE AREA MAP

56. CI100 SITE SIGNAGE PLAN

57. CI501 SITE SIGNAGE DETAILS

58. CI502 SITE SIGNAGE DETAILS

LANDSCAPE

59. L-101 LANDSCAPE PLAN

60. L-102 LANDSCAPE PLAN

61. L-103 LANDSCAPE PLAN

62. L-501 PLANTING DETAILS

63. L-502 SITE AMENITY DETAILS

IRRIGATION

64. LI100 IRRIGATION NOTES AND LEGEND

65. LI101 IRRIGATION PLAN

66. LI102 IRRIGATION PLAN

67. LI103 IRRIGATION PLAN

68. LI500 IRRIGATION DETAILS

69. LI501 IRRIGATION DETAILS

70. LI502 IRRIGATION DETAILS

ELECTRICAL

71. EP101 ELECTRICAL SITE PLAN

72. EP501 ELECTRICAL DETAILS

DRAWING INDEX

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

R

DALLAS-FORT WORTH NATIONAL CEMETERY

OKLAHOMA

LOUISIANA

GULF OF

MEXICO

MEXICO

NEW MEXICO

GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

TOTAL NUMBER

OF GRAVESITES

IN-GROUND

CREMAIN SITES

(4'x4')

6,000

CREMAIN PLOTS

MEMORIAL

MARKERS

MEMORIAL SITES

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (3'x8')

CASKET PLOTS

PRE-PLACED

OVERSIZED

CRYPTS (4'x10')

TRADITIONAL

FULL CASKET

PRIVATE VAULT

GRAVESITES

(4'x10')

NO. DRAWING DRAWING TITLE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

8,000 14,000

ARKANSAS

PROJECT

LOCATION

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

ACREAGE

24.85 AC.

DEVELOPED AREA

planning + landscape architecture

712 Congress Avenue, Suite 300

Austin, Texas 78701

(512) 480-0032

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

ROBERT W. BECCARD

84064

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GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

LIMITS OF GRADING

LIMITS OF WORK

CONSTRUCTION NOTES:

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

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

WARRANTED.

2. CONTRACTOR SHALL CONTACT TEXAS ONE CALL SYSTEM, INC. AT 1-800-344-8377 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.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITIES. 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 CONTRACTING OFFICER 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. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

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

10. 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 CONSTRUCTIBILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

11. 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.

12. 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.

13. 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.

14. 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.

15. 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.

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

17. CONTRACTOR SHALL COMPLETE INSTALLATION OF THE TEMPORARY GRAVEL CONSTRUCTION ACCESS ROAD BEFORE ANY OTHER PROJECT WORK IS STARTED. VA TO ACCEPT WORK ON THE ROAD ONCE INSTALLATION IS COMPLETE FOR SHARED USE BY A SEPARATE CONTRACT.

18. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING GAS MAIN. TEST PIT TO CONFIRM HORIZONTAL AND VERTICAL LOCATION OF EXISTING GAS LINE WITHIN LIMITS OF WORK. EXPECTED COVER IS +/- 6'. IF HORIZONTAL LOCATION OR DEPTH OF COVER VARIES FROM PLAN LOCATION, NOTIFY RE/COR & A/E.

GAS LINE UTILITY TOLERANCES REQUIRE NEGLIGIBLE REDUCTION IN COVER OVER EXISTING LINE AND LESS THAN 6" INCREASE IN COVER. GRADING ADJUSTMENT

MAY BE NECESSARY AS A RESULT OF VARIATION.

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

WETLANDS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

CIVIL LEGENDGENERAL NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN AERIAL TOPOGRAPHIC SURVEY PREPARED BY

TUCK MAPPING SOLUTIONS, INC. WITH A FLIGHT DATE OF MARCH 28, 2018. HORIZONTAL DATUM IS REFERENCED TO THE TEXAS STATE PLANE, NORTH CENTRAL

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

2. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND RECORD DRAWINGS FROM PHASE 1 AND PHASE 2. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY

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

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 48113C0455M DATED MARCH 21, 2019. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR

FLOODPLAIN AREA (ZONE A). THE PROPERTY IS IN ZONE D.

4. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES 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.

5. 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.

6. 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.

7. 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.

RETAINING WALL

DRAINAGE FLOW ARROW

xx

XXXX

DETAIL #

SHEET REFERENCE

DETAIL LABEL

INTERIOR CRYPT

(TYP.)

PERIMETER

CRYPT (TYP.)

KEYNOTE REFERENCE LABEL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

XX

GRANITE SECTION MARKER

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

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

LP

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

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

UNDERGROUND GAS LINE

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

EX.

X

CO

MB

33 33

STORM SEWER HEADWALL

STORM SEWER CLEANOUT

STORM SEWER YARD INLET

EUTILITY BOX

ELECTRICAL TRANSFORMER

E

GROUND LIGHT

TRTR

STORM SEWER UNDERDRAIN

CO

IN-GROUND CREMAIN SITES

ABBREVIATIONS:

A AREA OR ARC

AC ACRE

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

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

490 485

485480

535540

EX. LIGHT

POLE (TYP.)

BURIAL

SECTION 76

BURIAL

SECTION 77

S

E

R

V

I

C

E

E

N

T

R

Y

O

A

D

S

E

R

V

I

C

E

E

N

T

A

D

P A

T R

I O

T

A V

E N

U E

L

O

N

S

T

A

C

I

R

C

L

E

LONE STAR CIRCLE

L

O

R

C

L

E

L

O

R

C

L

E

L

O

R

C

L

E

T

R

I N

I

W

Y

T R

I N

I T

Y

W

A Y

T

R

I

N

I

Y

T

R

I N

I

Y

T

E

J

A

S

B

O

U

L

E

V

A

R

D

TEJAS BOULEVARD

T E

J A

S B

O U

L E

V A

R D

T

E

J

A

S

B

O

U

L

E

V

A

R

D

TEJAS BOULEVARD

TEJAS BOULEVARD

P

A

T

R

I

O

T

A

V

E

N

U

E

RIO GRANDE DRIVE

MOUNTAIN CREEK PARKWAY

MOUNTAIN CREEK PARKWAY

MOUNTAIN CREEK PARKWAY

M

O

U

N

T

A

E

K

P

R

K

W

A

Y

M

O

U

N

T

A

E

K

R

K

W

A

Y

A D

M

IN

/M A

IN

T

.R O

A D

S

P

U

A

T

R

I

R

K

W

A

Y

S

P

A

T

R

I

R

K

W

A

Y

S

P

A

T

R

I

R

K

W

A

Y

BURIAL

SECTION 27

BURIAL

SECTION 26

BURIAL

SECTION 25

BURIAL

SECTION 24

BURIAL

SECTION 23

BURIAL

SECTION 22

BURIAL

SECTION 86

BURIAL

SECTION 88

BURIAL

SECTION 87

BURIAL

SECTION 89

BURIAL

SECTION 91

BURIAL

SECTION 90

BURIAL

SECTION 92

BURIAL

SECTION 93

BURIAL

SECTION 95

BURIAL

SECTION 97

BURIAL

SECTION 98

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION 106

BURIAL

SECTION 107

BURIAL

SECTION 105

BURIAL

SECTION 5

BURIAL

SECTION 6

BURIAL

SECTION 7

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION 14A

BURIAL

SECTION 14B

BURIAL

SECTION 14C

BURIAL

SECTION 14D

BURIAL

SECTION 14F

BURIAL

SECTION 14E

BURIAL

SECTION 15B

BURIAL

SECTION 15A

BURIAL

SECTION

16A

BURIAL

SECTION

16B

BURIAL

SECTION

17A

BURIAL

SECTION

17B

BURIAL

SECTION

18A

BURIAL

SECTION 21

BURIAL

SECTION

18B

BURIAL

SECTION

19B

BURIAL

SECTION

19A

BURIAL

SECTION 94

BURIAL

SECTION 96

BURIAL

SECTION 27A

COLUMBARIUM E

COLUMBARIUM C

& MEMORIAL

WALL 1

COLUMBARIUM A

COLUMBARIUM B

COLUMBARIUM D

BURIAL

SECTION 28

BURIAL

SECTION 29

BURIAL

SECTION 30

BURIAL

SECTION 31

BURIAL

SECTION 32 BURIAL

SECTION 33

BURIAL

SECTION 84

BURIAL

SECTION 85

SPUR 303 (W KIEST BOULEVARD)

S P

U R

(W

K

IE

S T

B O

U L E

V A

R D

BURIAL

SECTION 15C

COMMITTAL

SHELTER A

COMMITTAL

SHELTER B

PUBLIC

INFORMATION &

RESTROOMS

ASSEMBLY

AREA

ADMINISTRATION

BUILDING

ADMINISTRATION/

MAINTENANCE

COMPLEX

VETERANS

LAKE

COMMITTAL

SHELTER C

EX. CARILLON

W

S 88°49'11" W

915.43'

W

'5

E

N

W

N 88°59'57" W

185.00'

W

N 89°48'46" E

2105.60'

N 88°58'56" E

1527.48'

N 88°58'56" E

348.46' (R&M)

M

S

E

S

W

S 89°28'13" W

551.81'

N 89°27'56" E

505.30'

D

R

L

C

B

L

R

M

D

R

L

C

B

L

R

M

D =07°02'49"

R =666.30'

L=81.95'

C B

=N 86°39'49" W

C L=81.90'

D

R

L

C

B

S

L

R

M

D

R

L

C

B

L

M

D

R

L

C

B

L

R

M

D

R

L

C

B

L

M

D =8°29'10"

R =1969.86'

L=291.76'

C B

=N

86°28'22" W

C L=291.49'

(R

M

D=11°06'33"

R=2939.79'

L=570.00'

CB=S 83°15'55" W

CL=569.11' (R

&M)

EX. UNITED GAS PIPELINE

COMPANY (TRACT 1)

30' EASEMENT

VOLUME 74139, PAGE 2931

D.R.D.C.T.

UNITED GAS PIPELINE COMPANY

30' EASEMENT

VOLUME 71134, PAGE 1276

D.R.D.C.T.

EX. CITY OF DALLAS

15' SANITARY SEWER EASEMENT

VOLUME 78196, PAGE 1433

D.R.D.C.T.

EX. UNDERGROUND COMMUNICATION

LINES-TELEPHONE CABLE & FIBER OPTIC

CABLE IN 4"Ø PVC CONDUIT W/ 4"Ø PVC

SPARE CONDUIT (LOCATION

APPROXIMATE)

EX. 30"Ø HIGH PRESSURE GAS

TRANSMISSION

MAIN (LOCATION APPROXIMATE)

EX. UTILITY EASEMENT

VOLUME 98193, PAGE 2128

(O.P.R.D.C.T.)

O'GUINN

CREEK

MEMORIAL

WALKWAY

EX. UNITED GAS PIPELINE

COMPANY (TRACT 1)

30' EASEMENT

VOLUME 74139, PAGE 2931

D.R.D.C.T.

13.2 KV ELECTRIC

UNDERGROUND

DISTRIBUTION

LINE IN 50' EASEMENT.

LOCATION APPROXIMATE.

N.F.V.

ELECTRIC TRANSMISSION

TOWER IN 100' EASEMENT

138 KV ELECTRIC

TOWER TRANSMISSION

LINES IN 100' EASEMENT.

LOCATION APPROXIMATE.

N.F.V.

ELECTRIC TRANSMISSION

TOWER IN 100' EASEMENT

ELECTRIC TRANSMISSION

TOWER IN 100' EASEMENT

UNDERGROUND PRIMARY ELECTRIC SERVICE

(2) 4" CONCRETE ENCASED PVC CONDUITS

(1 ACTIVE, 1 SPARE). (LOCATION APPROXIMATE)

EX. WROUGHT IRON

FENCE (TYP.)

APPROXIMATE

LOCATION OF

100-YEAR FLOOD

PLAIN

APPROXIMATE

LOCATION OF

100-YEAR FLOOD

PLAIN

PROJECT AREA

LIMITS (TYP.)

PROJECT AREA

LIMITS (TYP.)

PERENNIAL

TRIBUTARY

STREAM

28.35 ACRES (GRAVEL DRIVE INCLUDED)

1. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN AERIAL TOPOGRAPHIC

SURVEY PREPARED BY TUCK MAPPING SOLUTIONS, INC. DATED MARCH 28, 2018.

HORIZONTAL DATUM IS REFERENCED TO TEXAS NORTH CENTRAL ZONE NAD 83

(2011). VERTICAL DATUM IS REFERENCED TO NAVD 88

2. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE.

THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN

THE AREA EITHER IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED

PRIOR TO ANY CONSTRUCTION.

3. UTILITIES SHOWN ON THESE DRAWINGS ARE BASED ON INFORMATION AND

REFERENCE DRAWINGS FURNISHED BY DALLAS-FORT WORTH NATIONAL

CEMETERY AND APPLICABLE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO CONTACT DALLAS-FORT WORTH NATIONAL CEMETERY AND

APPLICABLE UTILITY COMPANIES AND FOR THE EXACT LOCATION OF

UNDERGROUND UTILITIES, INCLUDING UTILITIES NOT SHOWN ON THE PLANS.

NOTES:

28.35 ACRES (GRAVEL DRIVE INCLUDED)

LEGEND:

PROJECT AREA LIMITS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

GRAPHICAL SCALE: 1" = 250'

250 125 0 250 500 750

VL100

OVERALL EXISTING CONDITIONS

PLAN