Drawings 945CM3002 Columbaria Burial Expansion Phase 2 at Cheyenne NC.pdf

SITE LOCATION MAP

SCALE: NTS

SITE LOCATION AND ACCESS MAP

SCALE: NTS

PROJECT TEAM

FIRM PANEL

SCALE: NTS

CHEYENNE NC

COVER

G-001

N

SHEET INDEX

SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVERSHEET

DEPARTMENT OF VETERANS AFFAIRS

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL EXPANSION, PHASE 2

NCA PROJECT NO. 945CM3002

8611 HILDRETH RD, CHEYENNE, WY 82009

N

CODE OF CONDUCT

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. COORDINATE

DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO

ACCOMMODATE SCHEDULED INTERNMENTS. CONTRACTOR SHALL OBTAIN THE SCHEDULE DAILY FOR THREE DAYS IN ADVANCE FOR SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. ALLOWABLE

WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.

2. BECAUSE OF 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 OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE

END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE

PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE

CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH

PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED COLUMBARIUM WALLS. ALL EFFORT

WILL BE MADE TO MAINTAIN DISTANCE FROM OCCUPIED COLUMBARIUM WALLS.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY STEIL SURVEYING SERVICES. THE

GENERAL CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE WYOMING STATE PLANE COORDINATES, EAST ZONE, NAD83-2011, US SURVEY FEET. ELEVATIONS NAVD88.

3. CHEYENNE NATIONAL CEMETERY IS LOCATED IN ZONE X "AREA OF MINIMAL FLOODING" PER FEMA FLOOD

MAP 56021C1067F EFFECTIVE DATE JANUARY 17, 2007.

4. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREIN ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO

PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES

PRIOR TO BEGINNING CONSTRUCTION.

5. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK

OPERATIONS.

6. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO

BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)

7. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES

STAGING AREA AND LAYDOWN AREAS.

8. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL

APPROVAL.

9. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.

11. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

12. 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 COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO

IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

13. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO PERFORMING ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALL WELDS SHALL BE PERFORMED IN

ACCORDANCE WITH THE APPROVED PLAN. WELDING PLAN SHALL LIST CERTIFIED WELDERS THE

CONTRACTOR INTENDS TO USE.

14. CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP PER SPECIFICATIONS.

GENERAL NOTES

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

DENVER, CO 80249

CONTACT: JORDAN VANDERMEER

JORDAN.VANDERMEER@VALIINT.COM

720-799-1035

SURVEYOR

STEIL SURVEYING SERVICES

CHEYENNE, WY 82001

CONTACT: JEFFREY JONES

JEFF@STEILSURVEY.COM

307-634-7273

VA COR

CONTACT: DIMASALANG JUNIO

DIMASALANG.JUNIO@VA.GOV

202.213.5171

LANDSCAPE ARCHITECT

PLAND COLLABORATIVE

ALBUQUERQUE, MN

CONTACT: BRIAN VERARDO

BVERARDO@PLANDCOLLAB.COM

505-268-2266

N

G-101

V-101

C-101

CONSTRUCTION ACCESS, STAGING & FENCING PLAN

CD101

OVERALL TOPOGRAPHICAL SURVEY

DEMOLITION PLAN

SITE PLAN

LI501

IRRIGATION PLAN

IRRIGATION DETAILS

HILDRETH RD

EROSION AND SEDIMENTATION CONTROL PLAN

A-101 A-102

COLUMBARIUM WALL PLANS AND ELEVATIONS

ALEXANDRIA NC

GC101

LP101 PLANTING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

POLO RANCH RD

HOWARD LN R

O

U N

D T

O P

R D

H

IL

D R

ET

H

R D

CHEYENNE NC

CHEYENNE NC

C-503 DETAILS - GRAVESITE

JVSF

A-501 A-502

COMMITTAL SHELTER FLOOR PLANS SECTIONS AND DETAILS

COLUMBARIUM &SEAL WALL DETAILS

COLUMBARIUM DETAILS - 1

S-101 STRUCTURAL DETAILS

C-502 DETAILS - SITE

C-402

ENLARGED - GRADING & DRAINAGE PLAN

C-401

ENLARGED - SITE PLAN

LI101

INTERNMENT SUMMARY

SECTION # PPC IGC NICHE

Sec 1 4'x4' 338 Sec 2 4'x4' 300 Sec 3 4'x4' 290 Sec 6 3'x8' 612 Columbarium 640

TOTAL 612 928 640

C-403

ENLARGED - GRADING & DRAINAGE PLAN

C-102 HORIZONTAL CONTROL & FOUNDATION ELEVATION PLAN

C-501 DETAILS - SITE

E-401 ELECTRICAL SITE PLAN

LD101 LANDSCAPE DEMOLITION PLAN

C-404

ENLARGED - SITE PLAN

C-504 DETAILS - GRAVESITE

C-505 DETAILS - FLOWER WATER STATIONS

S-001 GENERAL NOTES, ABBREVIATIONS AND LEGENDS28

A-503

SIGN DETAILSA-504

COLUMBARIUM DETAILS - 2

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

02/27/2024

A-103 GRAVESITE NUMBERING PLAN

G-101

CONSTRUCTION ACCESS,

STAGING AND FENCING PLAN

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER TO

BE BLUE

CENTER TO BE WHITE

8'-8"

6'-6"

6"

1-1/2" 3" 5" 2" 5" 5" 3" 2"

1-1/2"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

SECTION ON CENTER

4'-0"

BRACING SEE

CONSTRUCTION SIGN

SECTION DETAIL

C7/A-509

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF

REMOVABLE NUMERALS

PAINTED ON 1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

SCALE: NTS

SAFETY SIGNC8

SCALE: NTS

PROJECT SIGNF6

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

CONSTRUCTION FENCE

ACCESS / HAUL ROUTE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

CONCRETE WASHOUT AREA

CONSTRUCTION ENTRANCE

KEYED NOTES

1. SAFETY SIGN, SEE DETAIL C8 THIS SHEET.

2. PROJECT SIGN, SEE DETAIL F6 THIS SHEET.

ACCESS/HAUL

ROUTE

REMOVE AND REPLACE EXISTING

FENCE PANELS AS NECESSARY FOR

CEMETERY ACCESS. INSTALL

LOCKABLE ACCESS GATE

CONSTRUCTION

STAGING AREA

1 2

CONTRACTOR SHALL PLACE PORTABLE

RESTROOMS INSIDE OF STAGING AREA.

CONTRACTOR SHALL RESTORE ALL

DISTURBED AREAS TO ORIGINAL

NATIVE GRASSES AFTER THE

COMPLETION OF THE PROJECT.

TEMPORARY SHELTER:

1. CONTRACTOR SHALL PROVIDE A TEMPORARY SHELTER

DURING ACTIVITIES THAT PREVENT SERVICES FROM

BEING PERFORMED AT THE EXISTING SHELTER.

1.1. SHELTER SHALL BE A MINIMUM OF 14'X14'.

1.2. CONTRACTOR SHALL BE RESPONSIBLE FOR

ADEQUATELY SECURING SHELTER.

2. CONTRACTOR SHALL COORDINATE THE TEMPORARY

SHELTER LOCATION WITH CEMETERY STAFF.

3. CONTRACTOR SHALL PROVIDE A FUNCTIONING SOUND

SYSTEM FOR THE TEMPORARY SHELTER CONSISTING OF

THE FOLLOWING:

3.1. 4-OHM WEATHER RESISTANT SPEAKERS (OWI TRP470

OR APPROVED EQUAL).

3.2. TAPS PLAYER (MACKENZIE LABORATORIES MINIMAC 2

OR APPROVED EQUAL)

3.3. POWER TO ALLOW OPERATION FOR AT LEAST TWO

HOURS .

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

02/26/2024

ACCESS GATES:

ACCESS TO THE STAGING AREA IS PROVIDED THROUGH

AGRICULTURAL RESEARCH PROPERTY (ARS). THE

CONTRACTOR SHALL PROVIDE THE FOLLOWING TO PREVENT

PUBLIC ACCESS ON ARS PROPERTY DURING CONSTRUCTION.

1. DOUBLE PADLOCK ON THE EXISTING DOUBLE GATE

1.1. ONE LOCK WILL BE FOR ARS USE AND THE OTHER

FOR CONTRACTOR USE

1.2. ACCESS GATE SHALL BE LOCKED AT ALL TIMES

THAT THE CONTRACTOR IS NOT PRESENT.

2. GATE SHALL BE CLOSED WHEN APPROPRIATE DURING

CONSTRUCTION HOURS TO DETER PUBLIC ACCESS.

3. INSTALL TWO HIGH VISIBILITY CONSTRUCTION SIGNS

(30"X30" MIN) STATING "CONSTRUCTION AREA - NO

ENTRY" ON BOTH SIDES OF THE ROADWAY.

4. SHOULD THE PUBLIC ACCESS THE ARS OWNED

PROPERTY, THE CONTRACTOR SHALL INSTALL A

SECONDARY DOUBLE GATE AND FENCING BEYOND THE

CONSTRUCTION ACCESS POINT TO PREVENT PUBLIC

ACCESS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

CONSTRUCTION

ENTRANCE

ACCESS GATES, SEE NOTES THIS SHEET

30" X 30" HIGH VISIBILITY "CONSTRUCTION

AREA - NO ACCESS" SIGNS

CONSTRUCTION FENCING

PER SPECIFICATIONS

-2 .0

-2 .1

-2 .3

-2 .0

-2 .0

%-2 .0

-2 .0

-2

.3

-2 .2

-2 .0

INV:6231.10

INV:6231.23

INV: MATCH EX. INV: MATCH EX. INV: MATCH EX.

EROSION AND SEDIMENTATION

CONTROL PLANS

GC101

0 20 40

1 INCH = 20 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

SILT FENCING

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION FENCING

1. SILT FENCE, SEE DETAIL THIS SHEET.

2. CONSTRUCTION FENCING WITH PRIVACY FABRIC PER

SPECIFICATIONS.

3. CONSTRUCTION ENTRANCE, SEE DETAIL THIS SHEET.

4. CONCRETE WASHOUT AREA, SEE DETAIL THIS SHEET.

4' M

IN

2.

5'

M

IN

1.

5'

M

IN

6' MAX. O.C.

2"

6"

EXISTING GROUND

2"X4" WOOD STUDS

FILTER FABRIC SILT FENCE

(TYPE A)

8oz NON WOVEN

HARD SURFACE

PUBLIC ROAD

COARSE AGGREGATE

N.S.A. R-2 (1.5" - 3.5")

CONSTRUCTION EXIT

GEOTEXTILE UNDERLINER

CONCRETE

WASHOUT

LETTERS A MINIMUM OF 5" IN

HEIGHT

CONCRETE WASHOUT SIGN DETAIL

STAKE (TYP.)

STRAW BALE (TYP.)

10' MIN.

VA

R

IE

S

' M

IN

PLAN

TYPE "ABOVE GRADE"

WITH STRAW BALES

BINDING WIRE

STRAW BALE

STAPLES 18" DIA. 4" STAPLE

(2 PER BALE)

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL STAKES

(2 PER BALE)

SECTION B-B

NOTES:

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM) WITHIN 30' OF THE

TEMPORARY CONCRETE WASHOUT FACILITY.

3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' FROM A STORM

DRAIN, CREEK BANK OR PERIMETER CONTROL.

4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50% FULL.

5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY

INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN OUT.

6. SILT FENCE SHALL BE INSTALLED AROUND

PERIMETER OF CONCRETE WASHOUT AREA

EXCEPT FOR THE SIDE UTILIZED FOR ACCESSING

THE WASHOUT.

7. A ROCK CONSTRUCTION ENTRANCE MAY BE

NECESSARY ALONG ONE SIDE OF THE WASHOUT

TO PROVIDE VEHICLE ACCESS.

IMPERVIOUS LINER

5' RADIUS

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT AREA

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

02/27/2024

FM

UD UD UD UD UD

UDUDUDUDUD

UD

CO

CO

CO

OVERALL TOPOGRAPHICAL

SURVEY

V-101

0 20 40

1 INCH = 20 FEET

JVSF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCIProject Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

CERTIFICATE OF SURVEYOR

FENCING

COMMITTAL SHELTER

COLUMARIUM WALL

IGC SECTION

FENCING

PPC SECTION

GRAVEL ROAD

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

UD UD UD UD UD

UDUDUDUDUD

UD

CO

CO

CO

DEMOLITION PLAN

CD101

0 20 40

1 INCH = 20 FEET

KEYED NOTES

DEMO EXISTING SIDEWALK

1. REMOVE EXISTING SIDEWALK.

2. REMOVE EXISTING CURB & GUTTER.

3. REMOVE EXISTING MONUMENT CONCRETE BASE AND

FOUNDATION. CONTRACTOR SHALL STORE MONUMENT

DURING REPAIR.

4. RELOCATE EXISTING PUMP CONTROL PANEL, SEE SHEET

C-101.

5. REMOVE & REPLACE EXISTING WET WELL LID.

6. RELOCATE EXISTING GATE SENSOR AS NEEDED FOR

SIDEWALK INSTALLATION.

7. REMOVE EXISTING STOP SIGN.

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

DEMO CURB AND GUTTER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

SAW CUT AT EXISTING

EXPANSION JOINT

SAW CUT AT EXISTING

EXPANSION JOINT

SAW CUT AT EXISTING

EXPANSION JOINT

SAW CUT AT EXISTING

EXPANSION JOINT

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

5.73'

SITE PLAN

C-101

0 20 40

1 INCH = 20 FEET

SIDEWALK

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

CURB AND GUTTER

JVSF

ADA RAMP W/ DETECTABLE

WARNING

ELECTRICAL PULL BOX

2 2 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration Design and

Construction Service U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCIProject Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

SEE SHEET C-401, C-403,

ARCHITECTURAL SHEETS AND

LANDSCAPING SHEETS

SEE SHEET C-402, C-404 AND ARCHITECTURAL SHEETS

75' SETBACK

EXPANSION JOINT

CONTROL JOINT

SECTION 10

EXISTING IGC

SECTION 9

EXISTING PPC

SE

C

TI

O

N

SE

C

TI

O

N

SECTION 6

3x8 PPC

612 BURIALS

SECTION 1

4X4 IGC

338 BURIALS

SEE SHEET C-402 & C-404SEE SHEET C-402 & C-404

SEE SHEET C-402, C-404 AND ARCHITECTURAL SHEETS

SECTION 2

4X4 IGC

300 BURIALS

SECTION 3

4X4 IGC

300 BURIALS

TWO COLUMBARIUM WALLS

320 NICHES EACH

KEYED NOTES

1. RELOCATED CONTROL PANEL, SEE ELECTRICAL PLANS.

2. IGC SECTION, SEE ARCHITECTURAL PLANS.

3. NO PARKING SIGN, SEE ARCHITECTURAL PLANS.

4. DO NOT ENTER SIGN, SEE ARCHITECTURAL PLANS.

5. STOP SIGN, SEE ARCHITECTURAL PLANS.

ALL WORK SHOWN IN THIS AREA IS

TO BE COMPLETED AS A PART OF A

SEPARATE CONTRACT

SEE ARCHITECTURAL SHEETS

AND LANDSCAPING SHEETS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

UD UD UD UD UD

UDUDUDUDUD

UD

CO

CO

CO

101 102

103 104 105 106

113 114

316 317

320 321

323 324 325

501 502 503 504 505 506

507 508

CONTROL POINTS

POINT

NORTHING

247,479.86

247,515.86

247,518.94

247,554.94

247,557.94

247,593.94

247,479.32

247,515.30

247,518.32

247,554.32

EASTING

728,424.89

728,424.58

728,432.54

728,432.23

728,432.25

728,431.94

728,360.88

728,360.57

728,360.54

728,360.23

CONTROL POINTS

POINT

NORTHING

247,557.32

247,593.31

247,478.69

247,514.68

247,517.76

247,553.76

247,556.76

247,592.76

247,489.17

247,489.55

EASTING

728,360.25

728,359.94

728,288.88

728,288.57

728,296.54

728,296.23

728,296.26

728,295.94

728,479.62

728,523.61

CONTROL POINTS

POINT

NORTHING

247,561.18

247,561.56

247,631.18

247,631.57

247,693.16

247,693.55

247,755.17

247,755.56

247,817.16

247,817.54

EASTING

728,479.00

728,523.00

728,478.16

728,522.39

728,477.62

728,521.84

728,477.10

728,521.32

728,476.55

728,520.77

CONTROL POINTS

POINT

NORTHING

247,873.17

247,873.55

247,478.43

247,517.43

247,556.43

247,595.43

247,477.88

247,516.83

247,555.87

247,594.87

EASTING

728,476.31

728,520.30

728,432.90

728,432.56

728,432.21

728,431.94

728,368.91

728,368.57

728,368.23

728,367.94

CONTROL POINTS

POINT

NORTHING

247,477.32

247,516.32

247,555.32

247,594.32

247,489.19

247,629.18

247,633.18

247,753.18

247,757.17

247,873.17

EASTING

728,304.91

728,304.57

728,304.23

728,303.94

728,476.10

728,473.90

728,473.87

728,472.83

728,472.80

728,471.81

CONTROL POINTS

POINT

NORTHING

247,476.98

247,593.98

EASTING

728,439.39

728,438.46

HORIZONTAL CONTROL &

FOUNDATION ELEVATION

PLAN

C-102

0 10 20

1 INCH = 10 FEET

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

GRID MONUMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

TOP OF FOUNDATION: 6246.49TOP OF FOUNDATION: 6246.12

TOP OF FOUNDATION

SCALE: NTS

FOUNDATION ELEVATION LOCATIONF9

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

SECTION MARKER

FM

FM

UD UD UD UD UD UD UD UD UD UD UD

UDUDUDUDUDUDUDUD

UDUD

CO

CO

ENLARGED - SITE PLAN

C-401

0 10 20 30

SIDEWALK

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

CURB AND GUTTER

JVSF

ADA RAMP W/ DETECTABLE

WARNING

EXPANSION JOINT

CONTROL JOINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

1 INCH = 10 FEET

KEYED NOTES

1. CONCRETE SIDEWALK, SEE DETAIL B6/C-501.

2. EXPANSION JOINT, SEE DETAIL B2/C-501.

3. CONTROL JOINT, SEE DETAIL C2/C-501.

4. FLOWER WATER STATION WITH FLORAL VASE AND TRASH

RECEPTACLE, SEE SHEET C-505.

5. NEW WET WELL LID, SEE WET WELL LID NOTES BELOW.

6. ELECTRICAL PULL BOX, SEE E-401.

7. PPC SECTION, SEE ARCHITECTURAL PLANS.

WET WELL LID NOTES:

1. CONTRACTOR SHALL REMOVE AND REPLACE THE

EXISTING FIBERGLASS LID WITH THE FOLLOWING:

1.1. LID SHALL BE CONSTRUCTED OF ALUMINUM OR

STAINLESS STEEL.

1.2. LID SHALL HAVE A MINIMUM LOAD RATING OF 300 PSF.

1.3. LID SHALL BE INSTALLED ON THE EXISTING 24"

DIAMETER WET WELL.

1.4. COVER SHALL BE LOCKABLE. (FLUSH MOUNTED)

1.5. HINGES SHALL BE STAINLESS STEEL.

1.6. LID SHALL BE POWDER COATED. CONTRACTOR

SHALL SUBMIT COLOR SAMPLE TO NCA FOR WRITTEN

APPROVAL PRIOR TO PAINTING.

1.7. ADJACENT GRADE SHALL BE FLUSH WITH LID.

5.00'MATCH EXISTING

RADIUS

2 TYP. 3 TYP.

5.00' TYP.

ALL JOINTS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

CO

5.73'

ENLARGED - SITE PLAN

C-402

0 5 10

1 INCH = 5 FEET

KEYED NOTES

SIDEWALK

1. CONCRETE SIDEWALK, SEE DETAIL B6/C-501.

2. CURB & GUTTER, SEE DETAIL C9/C-501.

3. ADA RAMP, SEE DETAIL B9/C-501.

4. EXPANSION JOINT, SEE DETAIL B2/C-501.

5. CONTROL JOINT, SEE DETAIL C2/C-501.

6. VALLEY GUTTER, SEE DETAIL F9/C-501.

7. REPLACE CONCRETE AT THE BASE OF THE BIVOUAC OF

THE DEAD PLAQUE, SEE DETAIL F4/C-501.

8. REPLACE DAMAGED RECEPTACLES, SEE GENERAL NOTES

THIS SHEET.

9. CONSTRUCTION JOINT, SEE DETAIL C6/C-501.

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

CURB AND GUTTER

JVSF

ADA RAMP W/ DETECTABLE

WARNING

8.00'

3 @ E.Q. SPACING 3 @ E.Q. SPACING 3 @ E.Q. SPACING 3 @ E.Q. SPACING

2.00' TYP. 2.00'

5.00'

6.00'

TRANSITIONOVER 5.00'

ARC LENGTH 38.00'

5.00'

4 TYP.

4 TYP. 4 TYP.4 TYP. 5 TYP.5 TYP.

5 TYP.

5 TYP.

EXPANSION JOINT

CONTROL JOINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

SCALE: 1" = 5'

NORTH ADA RAMP SITE PLANC6

SCALE: 1" = 5'

SOUTH ADA RAMP SITE PLANB2

SCALE: 1" = 5'

COMMITTAL SHELTER SITE PLAND2

SCALE: 1" = 5'

COLUMBARIUM SITE PLANF5

9 TYP.

4 TYP.

CONTRACTOR SHALL MATCH

EXISTING JOINTING SCHEME

GENERAL NOTES:

1. CONTRACTOR SHALL REPLACE THE DAMAGED

RECEPTACLES (2) AND RE-SECURE THEM AS REQUIRED

ON THE BACKSIDE OF THE COMMITTAL SHELTER.

CONSTRUCTION JOINT

5 TYP.

5 TYP.

3.33 TYP.

5.00' TYP.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

02/27/2024

±26.0'

±4.5'

±4.5'

±26.0'

32.65' TYP.

146.27'

5.90'

1.95' 1.95' 3.95'

FM

FM

UD UD UD UD UD UD UD UD UD UD UD

UDUDUDUDUDUDUDUD

UDUD

CO

CO

-2 .0

-2 .1

-2 .3

-2 .0

-2 .0

-2 .0

-2 .0

-2 .3

-2 .2

-2 .0

FG:6245.03

EG:6243.75

FG:6244.92

EG:6242.62

FG:6245.00

EG:6242.44

FG:6245.00

EG:6242.02

FG:6242.20

EG:6241.86

FG:6242.28

EG:6242.08

FG:6242.10

EG:6242.90

FG:6242.41

EG:6242.41

FG:6244.93

EG:6242.86

FG:6242.16

EG:6242.25

INV:6231.10

INV:6231.23

INV: MATCH EX. INV: MATCH EX. INV: MATCH EX.

ENLARGED - GRADING &

DRAINAGE PLAN

C-403

0 20 40

1 INCH = 60 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

KEYED NOTES

4" PERFORATED

UNDERDDRAIN

1. 4" PERFORATED UNDERDRAIN, SEE DETAIL SHEET C-503.

2. CLEANOUT, SEE DETAIL A2/C-503.

3. PPC INFILTRATION TRENCH, SEE DETAIL D6/C-502

4. CONNECT TO EXISTING UNDERDRAIN.

5. CONNECT TO EXISTING WET WELL.

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

CLEANOUT

2 2

4 4

INFILTRATION TRENCH

-2.00%

-2.00%

FG:XXXX

EG:XXXX

FINISHED GRADE

EXISTING GRADE

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

FG:6245.28

FG:6245.62 FG:6245.63

FG:6245.46 FG:6245.47

FG:6245.63 FG:6245.66

FG:6245.79 FG:6245.82 FG:6246.00 FG:6245.98

FG:6245.82 FG:6245.83

FG:6246.16

FG:6246.00

FG:6245.28

FG:6245.45

FG:6246.02

CO

ENLARGED - GRADING &

DRAINAGE PLAN

C-404

0 5 10

1 INCH = 5 FEET

KEYED NOTES

1. TAPERED END SECTION, SEE DETAIL D2/C-502.

2. 4" PERFORATED PVC, SEE ARCHITECTURAL DETAILS.

3. GRAVEL STRIP CLEANOUT, SEE DETAIL B9/C-502.

4. TURF CLEANOUT, SEE DETAIL F5/C-503.

5. 6" PERFORATED PVC INFILTRATION TRENCH, SEE DETAIL

B2/C-502.

6. 4" PVC DOWNSPOUT EXTENSION AT 2% MINIMUM SLOPE,

SEE DETAIL F2/C-502.

7. 6" POP-UP EMITTER, SEE DETAIL D9/C-502.

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SCALE: 1" = 5'

NORTH ADA RAMP GRADING PLANC6

SCALE: 1" = 5'

SOUTH ADA RAMP GRADING PLANB2

SCALE: 1" = 5'

COMMITTAL SHELTER DRAINAGE PLAND2

SCALE: 1" = 5'

COLUMBARIUM GRADING AND DRAINAGE PLANF5

MATCH EXISTINGMATCH EXISTING

MATCH EXISTINGMATCH EXISTING

TRANSITION TO VALLEY GUTTER

-8.33%

MATCH EXISTING

TRANSITION TO VALLEY GUTTER

MATCH EXISTING

-2.00%

-8.33%

-2 .0

0%

MATCH EXISTING

-2.00%

-2.00%

-2.00%

-0.50% -0.50% -0.50%

2 2

1 1 33

FG:XXXX FINISHED GRADE

MATCH EXISTING

GRADES AND

SLOPES

M

ATC

H

EX.

MATCH EX.

25'

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

DETAILS - SITE

C-501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

1/4" RADIUS

AT EDGES

4" MIN.

5"

4"

SCALE: NTS

CONCRETE SIDEWALKB6

SCARIFY, MOISTURE

CONDITION AND RECOMPACT

12" OF SUBGRADE BENEATH

ALL NEW FLATWORK.

4" COMPACTED

AGGREGATE BASE

4200 PSI CONCRETE W/

FIBER REINFORCEMENT PER

SPECIFICATIONS

JVSF

MATCH EXISTING FINISH.

EXPANSION JOINT FILLER

WITH SEALANT

GENERAL NOTES:

1. JOINT SHALL TOOLED.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

SCALE: NTS

CONTROL JOINT (TYP.)C2

SCALE: NTS

EXPANSION JOINT (TYP.)B2

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

@ 18" O.C. 5" 5"

TOOLED JOINT WITH 14" R

GENERAL NOTES:

1. INSTALL MASON SAND ON TOP OF SEALANT BEFORE

SEALANT CURES.

2. ALL EXPANSION JOINTS ARE TO HAVE A 1/4" TOOLED

RADIUS.

3. CONTRACTOR SHALL USE EXPANSION JOINT TO TIE

INTO ALL EXISTING WORK WHERE SHOWN ON PLANS.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

1/4" R

SCALE: NTS

CONSTRUCTION JOINT (TYP.)C6

PAINT AND GREASE

END OF DOWELS

SMOOTH

DOWEL 58" DIA.

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

8.

M

AX

2" 71

2"

MATCH EXISTING

6"

2"

1/4" R 1/4" R

24"

4"

LANDSCAPE/PAVEMENT

PER PLAN

SCALE: NTS

MOUNTABLE CURB AND GUTTERC9

GENERAL NOTES:

1. CONTRACTOR SHALL USE

EXPANSION JOINTS WHEN JOINING

TO ALL EXISTING WORK.

2. CONTROL JOINTS INTERVALS SHALL

MATCH EXISTING ONSITE

CONDITIONS.

5'

2'

5'

24" MOUNTABLE CURB

SEE PLANS

TRUNCATED DOMES SHALL HAVE

INTEGRATED COLOR (YELLOW) BRICK

PAVERS AND SHALL BE WET OR MORTAR

SET PER MANUFACTURER WRITTEN

INSTRUCTIONS

SCALE: NTS

ADA RAMPB9

2.0%

THE PERIMETER

JOINT IS TO BE AN

EXPANSION JOINT

CONCRETE PER

SPECIFICATION 32 05 23

SCALE: NTS

BIVOUAC OF THE DEAD (BOD) PLAQUEF4

EXISTING GRANITE PEDESTAL

ISOMETRIC

EXISTING GRANITE

PEDESTAL

EXPANSION JOINT W/

DOWELS PER DETAIL B2

THIS SHEET.

#4 REBAR AT 12" C.C.

FINISH GRADE

Slope

ELEVATION

FOOTING. CONTRACTOR TO

MATCH EXISTING DIMENSIONS

VINYL PIN, TYPICAL

(4 TOTAL)

DRAINAGE FILL, 12"

DEPTH

1'-6"

7" 2'

12"

2'-8"

CONCRETE FOOTING

Slope

VALLEY GUTTER

2" 71

2"

2"

1/4" R 1/4" R

24"

4"

LANDSCAPE/PAVEMENT

PER PLAN

SCALE: NTS

VALLEY GUTTERF9

-2.0%

CONCRETE PER

SPECIFICATION 32 05 23

TRANSITION TO

VALLEY GUTTER

-2.0%

#4 BAR CONTINUOUS

#4 BAR CONTINUOUS

ISOMETRIC VIEW

EXPANSION JOINT

SHALL BE PLACED

AROUND THE

PERIMETER OF THE

RAMP

8.3 3%

MAX.

4" COMPACTED

AGGREGATE BASE

4" COMPACTED

AGGREGATE BASE

GENERAL NOTES:

1. CONTRACTOR SHALL USE

EXPANSION JOINTS OR

CONSTRUCTION JOINTS WHEN

JOINING TO ALL EXISTING WORK.

2. ALL REPLACEMENT FLATWORK

SHALL HAVE ITS UNDISTURBED

SUBGRADE COMPACTED PER

SPECIFICATIONS. SCARIFICATION IS

NOT REQUIRED.

GENERAL NOTES:

1. CONTRACTOR SHALL USE

EXPANSION JOINTS WHEN JOINING

TO ALL EXISTING WORK.

2. CONTROL JOINTS INTERVALS SHALL

MATCH EXISTING ONSITE

CONDITIONS.

SCARIFY, MOISTURE

CONDITION AND RECOMPACT

12" OF SUBGRADE BENEATH

PLAQUE.

3'-8"

2' -8

2'-7"

APPROXIMATE

FOOTING

DIMENSIONS

PLAN VIEW

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

DETAILS - SITE

C-502

SCALE: NTS

GUTTER INFILTRATION TRENCHB2

FINISH GRADE

UNDISTURBED SOIL

6" PVC PERFORATED UNDERDRAIN

PIPE @0.5% SLOPE, MIN. 36" MIN.

24"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer JVSF

CLEANOUT PLUG

(MALE PIPE THREAD) CLEANOUT ADAPTOR (FEMALE

PIPE THREAD)DECORATIVE GRAVEL

#57 STONE

INSTALL PLASTIC PLUG

W/ 'O' RING FOR END OF LINE

SECTION

4"Ø PERFORATED PVC

PVC WYE

FILTER FABRIC

SCALE: NTS

GRAVEL STRIP CLEANOUTB9

NTS

STORM SEWER BEDDINGB5

STORM SEWER

PIPE

NOTES:

1. ALL TRENCH EXCAVATION SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

COMPACTED BACKFILL,

SEE SPECIFICATION 31 20

00 FOR COMPACTION

REQUIREMENTS

FINISHED SURFACE VARIES, SEE PLANS

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

EQ

EQ

COMPACTED BACKFILL,

SEE SPECIFICATION 31 20

00 FOR COMPACTION

REQUIREMENTS

SCALE: NTS

PPC INFILTRATION TRENCHD6

BACKSLOPE TO

CONFORM TO

O.S.H.A. REGULATIONS

FINISH GRADE

UNDISTURBED SOIL

COMPACTED ON-SITE SOIL

VERTICAL TRENCH WALLS

W/ SHORING TO CONFORM

TO O.S.H.A. REGULATIONS

WARNING TAPE

2" ABOVE FABRIC

4" PVC OR HDPE PERFORATED

UNDERDRAIN PIPE @0.5% SLOPE, MIN.

2"

24" MIN.

2'

90° PVC ELBOW

6" PERFORATED PVC

6" NDS POLYOLEFIN POP-UP DRAINGE

EMITTER WITH U.V. INHIBITOR, OR

APPROVED EQUAL.

SCALE: NTS

POP-UP DRAIN EMITTERD9

AASHTO #57 STONE WRAPPED

IN 8 OZ/SY NON WOVEN

GEOTEXTILE FABRIC

AASHTO #57 STONE WRAPPED

IN 8 OZ/SY NON WOVEN

GEOTEXTILE FABRIC

18"

5"4" PVC

SLOPED TO MATCH

SURROUNDING GRADE

SCALE: NTS

TAPERED END SECTIOND2

9" MIN.

9" MIN.

REMOVABLE RODENT GUARD

WARNING TAPE 2"

ABOVE FABRIC

4200 PSI CONCRETE PER

SPECIFICATIONS

TOP SOIL PER SPECIFICATIONS

TOP SOIL & TURF SOD PER SPECIFICATIONS

TOP SOIL AND TURF SOD PER SPECIFICATIONS

NTS

DOWNSPOUT EXTENSIONF2

4" SOLID PVC

NOTES:

1. ALL TRENCH EXCAVATION SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

2. WHERE DAYLIGHTING IS

REQUIRED, CONTRACTOR SHALL

START 4" PVC WITH 12" OF COVER

AND DAYLIGHT ACCORDINGLY.

COMPACTED BACKFILL,

SEE SPECIFICATION 31 20

00 FOR COMPACTION

REQUIREMENTS

FINISHED SURFACE VARIES, SEE PLANS

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

12" MIN.

COMPACTED BACKFILL,

SEE SPECIFICATION 31 20

00 FOR COMPACTION

REQUIREMENTS

PVC RISER AS NEEDED

#4 REBAR

#4 REBAR

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

SFTM

DETAILS - GRAVESITES

C-503

PLUG END OF PIPE

UNLESS CONTINUOUS

WYE BRANCH

45° ELBOW

4" SOLID PVC.

4 INCHES OF COMPACTED

DRAINAGE FILL -

SPEC SECTION 312000

6" MIN. 4"

M

IN

CAST IRON CLEANOUT

FRAME & COVER, FLUSH

WITH FINISHED GRADE (NO

VERBIAGE ON CAP)

RECESSED 4" PVC CLEANOUT WITH PLUG

6" PVC ENCASEMENT PIPE 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

TOPSOIL PER

SPECIFICATIONS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

PRE-CAST CONC.

POST:

7 1/2"x7 1/2" x 3'-0" W/

1" CHAMFER AT ALL

EXPOSED CORNERS

AND 3/8" RECESS

AREA (ALL 4 SIDES):

CAST W/ (3) #3 REBAR

EQUALLY SPACED,

MEDIUM SAND BLAST

FINISH.

6"

8 1/4"

1' -6

8" 7"

3" 1"

7 1/2"

3/

4"

3 3/4"

FINISHED GRADE

PRE-CAST CONCRETE

COLLAR, SEE PLAN

VIEW

1/8" ALUMINUM SIGN

PANEL, ALL 4 SIDES OF

POST. SEE SIGN PANEL

PLAN/ SECTION.

R7/8"

SCALE: 1 1/2" = 1'-0"

SIGN PANEL ENLARGEMENT

SCALE: 3/4" = 1'-0"

TOP COLLAR PLAN/ SECTION

2' -0

2'-0"

1/

2"

8 1/2"

POST

NO SEALANT

BETWEEN POST

AND COLLAR.

TO FLOAT ON

GRAVEL BASE

3"

1" 1/2" CHAMFER 4

SIDES, TOP ONLY

1/4" Ø HOLES. SECURE W/ (2)

3/8" Ø x 3" S.S. BOLT AND

EXPANSION SHIELD.

1/

4"

1/8" THICK ALUMINUM SIGN

PANEL. PANEL SHALL BE

COLORED VA STANDARD

BRONZE WITH VA STANDARD

WHITE

SECTION

PLAN

GENERAL NOTES:

1. LOCATE SECTION MARKERS AT LOCATION

SHOWN ON PLAN, PARALLEL AND

PERPENDICULAR TO HEADSTONE DIRECTION.

2. SHOULD THE SECTION MARKER NOT MATCH

THE EXISTING ON-SITE SECTION MARKERS,

THE CONTRACTOR SHALL MATCH THE

EXISTING.

3' -0

APPROVE TEXT FOR SECTIONS WITH

CEMETERY AND COTR. PRIOR TO

ORDERING THIS PRODUCT.

2' -6

6" DEPTH AGGREGATE

DRAINAGE FILL

GRAVESITE GRID MONUMENT

1" MIN

MONUMENT MARKER

CONCRETE BASE

MONUMENT MARKER (PROTECT

VISIBLE SURFACES DURING

PLACEMENT INTO CONCRETE)

1'-0" LENGTH OF #6 REBAR FIRMLY

SECURED TO MONUMENT MARKERS;

SET INTO CONCRETE MONUMENT

BASE

SMOOTH-TROWEL FINISH TOP

SURFACE ENSURING POSITIVE

DRAINAGE

8" PVC PIPE FILLED WITH 3.500 PSI

CAST IN PLACE CONCRETE AT 28

DAYS

GAP AROUND PVC PIPE AND

SURROUNDING EARTH SHALL

BE FILLED WITH CONCRETE TO

WITHIN 4" OF FINISH GRADE

COMPACTED APPROVED FILL

OR NATIVE EARTH

ISOMETRIC VIEW

PLAN

3 1/4

NOTE:

ALL LAWNS AND IRRIGATION LINES

WITHIN THE BURIAL SECTIONS

SHALL BE INSTALLED AND

ACCEPTED PRIOR TO MONUMENT

BASE PLACEMENT. ALL LAWNS AND

IRRIGATION LINES DAMAGED

DURING INSTALLATION SHALL BE

REPAIRED AT CONTRACTOR'S

EXPENSE.

8" DIA.

SET FLUSH WITH FINISH GRADE

4' -0

CL

MONUMENT MARKER

Na t iona l Cemetery

Graves i t e Gr i d Monum en t

CROSS HAIRS MUST FALL

WITHIN 3/4" OF THE

CENTER OF THE MARKER

OR THE ENTIRE

MONUMENT MUST BE

MOVED

3 1/4" DIAMETER FORGED

ALUMINUM DOMED TOP

MONUMENT MARKER WITH

PLASTIC INSULATOR WITH

HEX SOCKET TO RECEIVE

REBAR

FIELD INCISED CROSS

HAIRS ON CAP; CROSS

HAIRS SHALL BE PARALLEL

AND PERPENDICULAR TO

THE GRAVESITE

GRIDLINES AND PRECISE

TO ±0.005'

REQUIRED TEXT ENGRAVED

ON CAP, TYPICAL

3 1/4"

PLASTIC INSERT

1/

2INTEGRAL MAGNET

DOMED TOP

PLAN

SECTION

N.T.S.

GRAVESITE GRID MONUMENTC3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

SCALE: 3/4"=1'-0"

SECTION MARKERE5

N.T.S.

MONUMENT MARKERC7

DETAILS - GRAVESITES

C-504

JVSF

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

0 5'

1/4 INCH = 1 FOOT

10'1'

N.T.S

FLORAL WATERING STATION DETAILSF4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet of 30

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

POWDER COATING

COLOR: VS BRONZE

CUSTOM PLAQUES & DECALS

SECURITY

LID IS SECURED WITH VINYL COATED GALVANIZED STEEL AIRCRAFT CABLE. CABLE IS

LOOPED AROUND ATTACHMENT BRACKETS AND CRIMPED IN PLACE.

LIDS

1. STANDARD WITH TAPERED FORMED LID (AS SHOWN).

2. PROVIDE HINGED SOLID COVER LID WITH HANDLE. LID HINGE TO BE PLACED A 1/3

CHORD POSITION ON LID. HINGE TO BE STAINLESS STEEL PIANO STYLE. PROVIDE SS

HANDLE.

NOTES:

1. DRAWING NOT TO SCALE. DO NOT SCALE DRAWINGS.

2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH COAT AVERAGES 8-10 MILS (200-250 MICRONS).

3. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND SLAB AT ALL FOUR LEGS.

4. STAINLESS STEEL ANCHOR BOLTS TO BE PROVIDED BY CONTRACTOR

5. HOT DIP GALVANIZE BEFORE POWDER COATING. SEE WRITTEN SPECIFICATIONS FOR DETAILS.

6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.

7. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.

8. CONTRACTOR SHALL SURVEY EXISTING FLORAL STATION AND MATCH INSTALLATION.

PROVIDE AND INSTALL PRESSURE SENSITIVE

VINYL OUTDOOR DECALS. THE TEXT 'VASES'

SHALL BE APPLIED TO ALL SOLID HINGED LIDS.

THE TEST 'TRASH' SHALL BE APPLIED TO ALL

PERIMETER RINGS OF THE OPEN STYLE LIDS.

CONFIRM LAYOUT AND SIZE OF LETTERS WITH

COTR.

TOTAL OF (1) SUPPLIED IN PHASE 1.

TRASH RECEPTACLE:

IRONSITES® SERIES LITTER RECEPTACLE,

MODEL NO. S-42, (36-GALLON CAPACITY).

COLOR BRONZE, OR APPROVED EQUAL.

SUPPLIED BY: VICTOR STANLEY

P.O. BOX DRAWER 330 - DUNKIRK, MD 20754

TEL (301) 855-8300 - FAX (410) 257-7579

www.victorstanley.com

FLOWER VASE RECEPTACLE:

IRONSITES® SERIES LITTER RECEPTACLE,

MODEL NO. S-424, (36-GALLON CAPACITY)

WITH HINGED LID. COLOR BRONZE, OR

APPROVED EQUAL.

SUPPLIED BY:

VICTOR STANLEY

P.O. BOX DRAWER 330 - DUNKIRK, MD 20754

TEL (301) 855-8300 - FAX (410) 257-7579

www.victorstanley.com

SECTION VIEW

CONCRETE PAD

CONTRACTOR PROVIDED AND

INSTALLED TRASH CONTAINER

PLAN VIEW

CONTRACTOR

PROVIDED AND

INSTALLED FLORAL

VASE RECEPTACLE

1'-5" 1'-6"

7'-5 1/2"

3' -2

/4

PRECAST POST SEE DETAIL THIS SHEET

TRASH CONTAINER

SEE ISOMETRIC THIS SHEET

WATER LINE (BELOW) -

SEE IRRIGATION

PLANS

ALUMINUM PANEL

BLUE BACKGROUND

WHITE LETTERS RED/

WHITE SYMBOL

6"

1/

2"

1' -4

6"

2' -4

2' -0

DO

NOT

DRINK

4" 1"

3"

1" 1"

VALVE BOX MINIMUM 6" BEHIND

CONCRETE SLAB

CONNECTION TO NON-POTABLE

WATER SOURCE

1' -4

3/4"

WHITE

TEXT

4"

4' -0

TOP OF

CONCRETE PAD

2'-4 1/8"

2'-4 1/8"

2' -1

3/

5' -0

PRESSURE REDUCING VALVE:

SEE IRRIGATION SHEETS

FLORAL VASE

RECEPTACLE

SEE ISOMETRIC THIS

SHEET

SPACE LABEL 4

TIMES EQUALLY

AROUND RING

SPACE LABEL 4

TIMES EQUALLY

AROUND RING

2'-3 1/4" 2'-2 1/4"

FAUCET: HAWS 6252EHLF,

AS SPECIFIED

SAWED CONTRACTION

JOINT (ABOVE)

4" AGGREGATE BASE

4 11/16"

1"

3/8" RECESS

(BELOW),

ALL SIDES

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST FINISH

3' -5

/2

1' -1

/4

1'-1 3/4"

STONE

M

AT

C H

E

XI

ST

IN

G

FW

S

36-GALLON CAPACITY HIGH

DENSITY PLASTIC LINER

(WEIGHT NOT TO EXCEED 6 LBS.)

SITS ON 3/8" x 3" SUPPORT BARS

3/8" x 1"

VERTICAL

STEEL BARS

19"

1/4" x 2-1/2"

HORIZONTAL

SOLID STEEL

BAND

5/8" SOLID

STEEL TOP

RING

LEVELING FEET WITH

A 3/8" DIAMETER

THREADED STEEL

SHAFT

3/4" SQUARE

CENTER

ANCHOR

BOLT HOLE

Ø 28-1/8"Ø 28-1/8"

DETAILS - FLOWER WATER

STATION

C-505

JVSF

4" RADIUS AT ALL EDGES

CONCRETE SIDEWALK

PER DETAIL B6/C-501

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O O

O O

O O

O O

O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOO

W

UD UD UD

PPPP

P P

P

PPPPPPPPPPPPPPP

P

P P

P

P

UDUDUD

U D

U D

FM

FM

CO

CO

CO

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O O

O O

O O

O O

O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOO

W

UD UD UD

PPPP

P P

P

PPPPPPPPPPPPPPP

P

P P

P

P

UDUDUDUD UD UD

U D

U D U

D U

D

FM

FM

CO

CO

CO

RSC

1.0 1.0

1.0 1.0

1.0

1.0 1.0

1.0 1.0

4.0 4.0

4.0

212121212121212121

2121212121212121

SECTION 6

SECTION 7

SECTION 8

SECTION 9

51 51

01 01

01 01

01 01

01010101

01 01

SECTION 10

VF

D

WP

1.0 1.0

1.0 1.0

1.0

1.0 1.0

1.0 1.0

3.0 4.0

4.0 4.08.0

8.0 8.0

4.0

8.0 8.0

8.0 4.0

2.04.0

4.0

4.0

TYP TYP TYP

TYP

TYP

TYP TYP

TYP

2.02.0 4.0

TYP

51 51

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS

CREATED BY DEMOLITION WORK WITH CLEAN BACKFILL

MATERIAL WHICH SHALL BE APPROVED BY COR PRIOR TO

BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES

FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL

BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL

EXISTING UTILITY LINES PRIOR TO DEMOLITION,

CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO

EXISTING STRUCTURES, TREES, AND PAVEMENT TO REMAIN

AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO

REMAIN OR TO BE SALVAGED RESULTING FROM

CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR

REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN

A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR

SHALL BE REQUIRED TO DOCUMENT ALL EXISTING

CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA

AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN

WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE

DOCUMENTATION TO THE COR BEFORE PROCEEDING WITH

ANY WORK.

IRRIGATION DEMOLITION GENERAL NOTES

XX

IRRIGATION LEGEND

EXISTING REMOTE CONTROL VALVE TO REMAIN

EXISTING REMOTE CONTROL VALVE TO BE RELOCATED

EXISTING TURF ROTOR/SPRAY HEAD TO REMAIN

EXISTING TURF ROTOR/SPRAY HEAD TO BE REMOVED

EXISTING MAIN LINE TO REMAIN, SIZE: 2"

EXISTING LATERAL TO REMAIN, SIZE VARIES

EXISTING LATERAL LINE TO BE REMOVED TO EXTENTS SHOWN

EXISTING QUICK COUPLER TO REMAIN

EXISTING BACKFLOW PREVENTER TO REMAIN

EXISTING CONTROLLER TO REMAIN

EXISTING RAIN SENSOR TO REMAIN

EXISTING VARIABLE FREQUENCY DRIVE (VFD)

EXISTING PRESSURE TANK

EXISTING WELL WITH SUBMERSIBLE WELL PUMP.

EXISTING METAL ENCLOSURE ON CONCRETE PAD TO REMAIN

RS

C

VFD

WP

CODE DESCRIPTION QTY

D-01 REMOVE EXISTING TURFGRASS - SEE PLANTING PLAN FOR 6,481 SF

FUTURE IMPROVEMENTS

D-02 EXISTING IRRIGATION HEAD TO REMAIN - CONTRACTOR

SHALL PRESERVE AND PROTECT DURING CONSTRUCTION

ACTIVITY

D-03 REMOVE EXISTING IRRIGATION HEAD AND RETURN TO

CEMETERY STAFF

D-04 CUT AND REMOVE PVC LATERAL LINES AND FITTINGS TO

LIMITS SHOWN FOR CONNECTION TO NEW HEADS AND

LATERALS - SEE IRRIGATION PLAN LI101. PROTECT EXISTING

LATERALS TO REMAIN FROM DAMAGE OR FILLING WITH DIRT

OR DEBRIS.

D-05 REMOVE LATERAL LINES, FITTINGS, AND ASSOCIATED HEADS

FOR ENTIRE ZONE

D-06 REMOVE REMOTE CONTROL VALVE ASSEMBLY, INCLUDING

ALL PIPING, FITTINGS, AND VALVE BOX TO THE SERVICE TEE

AND CAP ANY SERVICE TEES NOT RECEIVING NEW REMOTE

CONTROL VALVES. CUT AND LABEL WIRE FOR REUSE - SEE

IRRIGATION PLAN LI101. PULL ANY UNUSED WIRES BACK TO

THE NEAREST VALVE BOX AND CLEARLY LABEL FOR FUTURE

USE.

D-07 EXISTING IRRIGATION POINT OF CONNECTION, CONTROLLER,

BACKFLOW PREVENTER, ISOLATION VALVE AND OTHER

EQUIPMENT TO REMAIN

D-08 LOCATE EXISTING SPARE WIRES (TWO PER EACH. LOCATION

INDICATED), CUT, SPLICE IN EXISTING VALVE BOX, AND RUN

TO NEW VALVE LOCATION - SEE LI101.

D-09

COLUMN RISER, AND VARIABLE FREQUENCY DRIVE (VFD) AND

REPLACE - SEE LI101 AND SPECIFICATIONS FOR NEW

EQUIPMENT.

IRRIGATION DEMOLITION KEYED NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CHEYENNE NATIONAL CEMETERY

CONSTRUCT COLUMBARIA, BURIAL

EXPANSION, PHASE 2

CHEYENNE, WY

945CM3002

N/A Project Manager/ COR

02/27/2024Revisions: Date:

DJ Junio Department of Veterans Affairs, NCA

Phone:

Email: Dimasalang.junio@va.gov Sheet

BID DOCUMENTS

VCI Project Management Construction Management Engineering

56 Louis Prima Drive, Suite B, Covington LA 70433 504.684.4408; Jordan Vandermeer

LANDSCAPE AND IRRIGATION

DEMOLITION PLAN

LD101

BV ER/KA

of 3017

Jordan Vandermeer Snapshot

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O O

O O

O O

O O

O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOO

W

UD UD UD

PPPP

P P

P

PPPPPPPPPPPPPPP

P

P P

P

P

UDUDUD

U D

U D

FM

FM

CO

CO

CO

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O O

O O

O O

O O

O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOO

W

UD UD UD

PPPP

P P

P

PPPPPPPPPPPPPPP

P

P P

P

P

UDUDUDUD UD UD

U D

U D U

D U

D

FM

FM

CO

CO

CO

RSC

SECTION 3

SECTION 6

SECTION 7

SECTION 8

SECTION 9 SECTION 10

SECTION 2SECTION 1

VF

D

WP

WELL CAPACITY/YIELD TESTING:

CONTRACTOR SHALL PERFORM DRAW DOWN TESTING ON THE EXISTING WELL TO ESTABLISH

THE PRODUCTION CAPACITY/YIELD TO VERIFY IF THE WELL CAN PROVIDE AN ADEQUATE

WATER SUPPLY (50GPM) FOR THE PHASE 2 EXPANSION PROJECT AND TO DETERMINE

APPROPRIATE DEPTH OF NEW SUBMERSIBLE PUMP. CONTRACTOR SHALL RUN DRAW DOWN

TEST UNTIL AND ONE HOUR AFTER WELL LEVEL WATER STABILIZES. WATER LEVELS SHALL BE

MEASURED AT REGULAR TIME INTERVALS DURING THE DURATION OF THE ENTIRE TEST. WELL

PRODUCTION TEST RESULTS SHALL BE SUBMITTED TO THE COR FOR REVIEW PRIOR TO

PROCEEDING WITH ANY WORK ON THE IRRIGATION SYSTEM. IF THE WELL CAPACITY IS

INADEQUATE TO SUPPORT THE PHASE 2 EXPANSION, CONTRACTOR WILL RECEIVE DIRECTION

FROM COR REGARDING SYSTEM MODIFICATIONS THAT MAY BE REQUIRED.

CONTRACTOR SHALL REMOVE THE EXISTING 5HP SUMBERSIBLE PUMP, 1-1/4” STAINLESS

STEEL DROP/RISER PIPE, AND PITLESS ADAPTER AND REPLACE WITH A NEW 7.5 HP

SUBMERSIBLE PUMP, 2” SCH. 40,304 STAINLESS STEEL DROP/RISER PIPE, AND 2” BRASS

PITLESS ADAPTER. PUMP SHALL BE SET AT DEPTH AS DETERMINED BY RESULTS OF DRAW

DOWN TEST. POWER FOR NEW PUMP MOTOR SHALL BE SUPPLIED BY EXISTING SINGLE

PHASE, 240V CIRCUIT CONNECTED TO EXISTING PUMP. PUMP SHALL BE GOULDS WATER

TECHNOLOGY MODEL #45GS75 OR APPROVED EQUAL SUBMERSIBLE PUMP WITH 4”, 7.5 HP,

SINGLE PHASE MOTOR AND 2” NPT DISCHARGE.

CONTRACTOR SHALL REMOVE THE EXISTING PENTEK VARIABLE FREQUENCY DRIVE (VFD)

LOCATED INSIDE OF THE EXISTING METAL ENCLOSURE AND REPLACE WITH MITSUBISHI

MODEL FR-F820-00490-E3N6 VFD. POWER FOR NEW VFD SHALL BE SUPPLIED BY EXISITNG

POWER SUPPLY CONNECTED TO EXISTING VFD. CONTROL WIRING SHALL BE INSTALLED AS

REQUIRED BETWEEN NEW PUMP MOTOR AND NEW VFD. VFD SHALL BE PROGRAMMED TO

PROVIDE CONSTANT PRESSURE OF 100PSI FOR FLOWS BETWEEN 20GPM AND 50GPM.

ALL POWER AND CONTROL WIRING SHALL BE INSTALLED IN ELECTRICAL CONDUIT IN

ACCORDANCE…