Drawings 1 of 2 for 825CM3013 Renovate Maintenance Facility _ Roads.pdf

SITE LOCATION MAP

SCALE: NTS

SITE LOCATION AND ACCESS MAP

SCALE: NTS

PROJECT TEAM

FIRM PANEL

SCALE: NTS

ALEXANDRIA NC

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCIProject Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

COVER

G-001

ALEXANDRIA NC

N

SHEET INDEX

SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVERSHEET

DEPARTMENT OF VETERANS AFFAIRS

ALEXANDRIA NATIONAL CEMETERY

NCA PROJECT NO. 825CM3013

209 E SHAMROCK ST, PINEVILLE, LA 71360

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 BURIALS (COLUMBARIUM WALLS). CONTRACTOR SHALL OBTAIN THE

SCHEDULE FOR THE NEXT DAY 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 JMB. THE GENERAL CONTRACTOR

SHALL VERIFY ALL SURVEY INFORMATION.

2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE LOUSIANA NORTH COORDINATE SYSTEM, NAD83 (2011)

ZONE 1701.

3. ALEXANDRIA NATIONAL CEMETERY IS LOCATED IN ZONE C "AREA OF MINIMAL FLOODING" PER FEMA

FLOOD MAP 220151 EFFECTIVE DATE SEPTEMBER 5, 1984.

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 HAZARDOUS ABATEMENT PLAN TO THE COR PRIOR TO

PERFORMING ANY ABATEMENT. FOLLOWING APPROVAL ALL ABATEMENT SHALL BE PERFORMED IN

ACCORDANCE WITH THE APPROVED PLAN. ABATEMENT PLAN SHALL LIST THE CERTIFIED CONTRACTOR.

GENERAL NOTES

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

DENVER, CO 80249

CONTACT: JORDAN VANDERMEER

JORDAN.VANDERMEER@VALIINT.COM

720-799-1035

SURVEYOR

JMB

HESSMER, LA 71341

CONTACT: JAMIE M. BORDELON

SURVEYOR@NEEDASURVEYOR.COM

318-500-3443

SITE OWNER

VA NCA

ALEXANDRIA NATIONAL CEMETERY

CONTACT: STEVE DAVIS

STEVE.DAVIS@VA.GOV

202-632-4833

STRUCTURAL

DCI ENGINEERS

DENVER, CO 80202

CONTACT: NOLAN LENAHAN

NLENAHAN@DCI-ENGINEERS.COM

213-298-3720

HAZARDOUS ABATEMENT

TERRACON

BATON ROUGE, LA 70816

CONTACT: JEREMIAH A. GARMS

JEREMIAH.GARMS@TERRACON.COM

Electrical

JD ENGINEERING

HAMILTON, MONTANA 59840

CONTACT: SCOTT TURNER

SCOTT@JDENG.ORG

N

G-101

V-101 V-401

MAIN

S

T.

V-402

C-401 C-402

CONSTRUCTION ACCESS, FENCING & STAGING PLAN

CD401

CD402

OVERALL TOPOGRAPHICAL SURVEY

ENLARGED - TOPOGRAPHICAL SURVEY

ENLARGED - TOPOGRAPHICAL SURVEY

ENLARGED - DEMOLITION PLAN

ENLARGED - DEMOLITION PLAN

ENLARGED - SITE PLAN

ENLARGED - SITE PLAN

C-403 C-404

ENLARGED - GRADING & DRAINAGE PLAN

ENLARGED - GRADING & DRAINAGE PLAN

C-501 C-502

DETAILS - EROSION & SEDIMENTATION

DETAILS - SITE

PIN

EVILL

E E

XPY.

E. SHAMROCK AVE.

CG101 EROSION AND SEDIMENTATION CONTROL PLAN

S-101 STRUCTURAL GENERAL NOTES

S-201 S-301

ROOF FRAMING PLAN

EXTERIOR ELEVATIONS

HD201

HAZMAT DEMOLITION PLAN

HD901

HD902

HAZMAT DEMOLITION PHOTOS

HAZMAT DEMOLITION PHOTOS

AD101 DEMOLITION FLOOR PLANS & ELEVATIONS

A-101 REMODEL FLOOR PLAN & DETAILS

A-102 REFLECTED CEILING PLAN & DETAILS

A-103 ROOF PLAN & DETAILS

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS & WALL SECTIONS

A-401 ENLARGED FLOOR PLANS, INTERIOR ELEVATIONS & DETAILS

A-501 DOOR & WINDOW DETAILS

M-001 MECHANICAL SYMBOLS & ABBREVIATIONS

MD101 MECHANICAL DEMOLITION FLOOR PLAN

MH101 MECHANICAL FLOOR PLANS

M-601 MECHANICAL SCHEDULES

P-001 PLUMBING SYMBOLS & ABBREVIATIONS

PD101 PLUMBING DEMOLITION FLOOR PLAN

P-101 NEW PLUMBING FLOOR PLAN

P-601 PLUMBING SHCEDULE

ED101 DEMOLITION PLAN - SERVICE ENTRANCE

ED102 DEMOLITION PLAN - POWER & LIGHTING

EL101 LIGHTING PLAN

EL601 LIGHTING SCHEDULE

EP201

POWER PLAN - MAINTENANCE BUILDING

E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS

ALEXANDRIA NC

EP101

POWER PLAN - SERVICE ENTRANCE

EP601 ELECTRICAL PANEL AND WIRING SCHEDULE

GC101 PHASING PLAN

C-503 DETAILS - SITE

C-202

C-201 ROAD 'A' PLAN & PROFILE

ROAD 'B' PLAN & PROFILE

A-901 RENOVATION PHOTOS - 1

A-902 RENOVATION PHOTOS - 2

C-405 ENLARGED - PLANTING PLAN

HD102

HD101

HAZMAT CONTAINMENT PLAN

HAZMAT DEMO & CONTAINMENT ELEVATIONS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RE NG INE ER

7/29/2022

CONSTRUCTION ACCESS,

FENCING & STAGING PLAN

G-101

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCIProject Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

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

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

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

CONSTRUCTION FENCE

ACCESS / HAUL ROUTE

M

AI

N S

T.

ACCESS/HAUL ROUTE

PROJECT SIGN; SEE

DETAIL F8/G-101

E. SHAMROCK AVE.

STAGING

AREA

SAFETY SIGN; SEE

DETAIL C8/G-101

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

AutoCAD SHX Text

CONTRACTOR'S NAME

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

HAS WORKED

AutoCAD SHX Text

THIS PROJECT

AutoCAD SHX Text in

AutoCAD SHX Text

DEPARTMENT OF

AutoCAD SHX Text

VETERANS AFFAIRS

AutoCAD SHX Text

ALEXANDRIA NATIONAL CEMETERY

AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.

AutoCAD SHX Text

GENERAL CONTRACTOR: : NAME: LOCATION:

AutoCAD SHX Text

ARCHITECT/ENGINEER: : NAME: LOCATION:

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SAFETY SIGN

AutoCAD SHX Text C8

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

PROJECT SIGN

AutoCAD SHX Text F8

AutoCAD SHX Text

MAINTENANCE FACILITY REMOVATION

AutoCAD SHX Text

AND ROAD REPAIR

121.9'

5.2

115.0'

6.0

13.5'

PHASING PLAN

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

PHASE 1

PHASE 2

PHASE 3

GENERAL NOTES:

1. CONTRACTOR SHALL SUBMITT A FORMAL PHASING

PLAN PRIOR TO CONSTRUCTION AND REQUIRES

APPROVAL FROM THE COR PRIOR TO THE START OF

CONSTRUCTION.

1.1. PHASING PLAN SHALL BE DETAILED ON A BASE

LINE SCHEDULE AND SHALL INCLUDE FINAL

INSPECTIONS AND TURNOVERS.

2. PHASE 1 SHALL BE COMPLETED CONCURRENTLY

WITH PHASE 2, 3, 4 & 5.

3. PHASE 5 MAY BE COMPLETED CONCURRENTLY WITH

PHASE 1, 2 & 3.

4. CONTRACTOR SHALL COMPLETE PHASE 2 FLATWORK

PRIOR TO STARTING PHASE 3 & 4.

5. CONTRACTOR SHALL COMPLETE PHASE 3 FLATWORK

PRIOR TO STARTING PHASE 4.

6. CONTRACTOR MAY CONSTRUCT CURBING FOR PHASE

2, 3 & 4 CONCURRENTLY AS LONG AS VEHICLE

ACCESS IN THOSE AREAS IS MAINTAINED.

* THIS TASK DOES NOT BEGIN THE CONSTRUCTION

WINDOW FOR PHASE 3 & 4 AS LONG AS VEHICLE

ACCESS IS MAINTAINED.

7. CONTRACTOR SHALL MAINTAIN CLEAN ROADS FOR

PUBLIC ACCESS TO BURIAL SITES AT ALL TIMES.

8. CONTRACTOR SHALL PROVIDE ACCESS FOR

VISITORS AT ALL TIMES DURING CONSTRUCTION, ANY

DISRUPTION IN ACCESS MUST BE COORDINATED IN

WRITING WITH COR.

9. CONTRACTOR SHALL PROVIDE ACCOMMODATIONS

(ACCESS RAMPS, ETC.) FOR CEMETERY ACCESS IN

THE EVENT OF A BURIAL SERVICE.

9.1. COR & CEMETERY STAFF SHALL PROVIDE THE

CONTRACTOR A MINIMUM OF 48 HOURS NOTICE

PRIOR TO ANY SERVICE.

9.2. CONTRACTOR SHALL NOTIFY7 THE CEMETERY

DIRECTOR AND COR OF ANY ACTIVITY WHICH

WILL TEMPORARILY DELAY OR SUSPEND ACCESS

TO THE CEMETERY.

PHASE 4

PHASE 5

TIME CONSTRAINTS:

1. PHASE 3 SHALL BE COMPLETED WITHIN 6 WEEKS

FROM THE START OF ROADWAY DEMOLITION TO

TURNOVER WITHIN THIS SPECIFIC PHASE.

2. PHASE 4 SHALL BE COMPLETED WITHIN 6 WEEKS

FROM THE START OF ROADWAY DEMOLITION TO

TURNOVER WITHIN THIS SPECIFIC PHASE.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

D

13.5'

CONTROL POINT 1

N: 299,009.29' E: 3,301,766.29' Z: 121.92'

DESCRIPTION:

6 INCH MAG HUB

CONTROL POINT 2

N: 299,156.41' E: 3,301,885.73' Z: 122.09'

DESCRIPTION:

6 INCH MAG HUB

SITE BENCHMARK

N: 298,858.81' E: 3,301,888.07' Z: 118.96'

DESCRIPTION:

BRASS DISK IN CONCRETE

(CEMETERY CONTROL)

4.5'

6.9'7.8'

10.6'7.7'

3.3' 1.8'

1.7'

GRAVE NO. A-1425-D

GRAVE NO. A-1078-D

GRAVE NO. A-1425-B

GRAVE NO. A-591-B

GRAVE NO. A-591-E GRAVE NO. A-591-A

GRAVE NO. 363

GRAVE NO. 362

24 IN. CYPRESS

TREE

INSET "A"

INSET "B"

INSET "C"

INSET "A"

SCALE: 1" = 5'

INSET "B"

SCALE: 1" = 5'

INSET "C"

SCALE: 1" = 5'

SURVEY CONTROL POINTS & BENCHMARK

CERTIFICATION:

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS DRAWING WAS

OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN THE FIELD, AND THAT

EVERY EFFORT HAS BEEN MADE TO FURNISH COMPLETE AND ACCURATE

INFORMATION.

JAMIE M. BORDELON, PLS NO. 4977 DATE

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

OVERALL TOPOGRAPHICAL

SURVEY

V-101

0 20 40

1 INCH = 20 FEET

M

AT

C H

LI

N

E

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

117.15' FS

9.4

5'

FS

118.58' FS

119.81' FS

120.47' FS

1.0

120.42' FS

120.68' FS

120.45' FS

120.47' FS

120.61' FS

120.51' FS

120.67' FS

120.68' FS

120.53' FS 120.59' FS

120.72' FS

117.22' TG

117.76' TG

120.69' FS

114.53' TG

116.44' TG

5.2

'115.0'

115.1'

120.42' FS

120.46' FS

120.33' FS 120.19' FS

120.31' FS

120.27' FS 120.05' FS

120.10' FS

119.87' FS 119.69' FS

119.82' FS

9.6

0'

FS

119.53' FS 119.32' FS

119.60' FS

9.4

2'

FS

119.32' FS

9.0

9'

FS

8.7

3'

FS

118.99' FS

118.89' FS 118.58' FS

118.67' FS

8.4

9'

FS

8.2

5'

FS

118.35' FS

118.19' FS 117.82' FS

118.01' FS

117.97' FS

6.1

0'

FS

5.9

1'

FS

117.51' FS

117.69' FS

117.66' FS 117.27' FS

117.34' FS

117.20' FS

116.99' FS

116.71' FS

6.5

5'

FS

116.88' FS

117.05' FS

116.66' FS

116.74' FS

116.55' FS 116.31' FS

116.32' FS

116.32' FS

116.27' FS

115.68' FS

115.72' FS

5.9

3'

FS

6.0

1'

FS

5.5

9'

FS

115.71' FS

115.43' FS

115.27' FS

115.11' FS

114.94' FS

5.0

3'

FS

114.73' FS

115.43' FS11

6.6

0'

FS

117.88' FS

117.89' FS

118.38' FS

118.85' FS

119.14' FS119.44' FS

119.67' FS

118.72' FS

118.04' FS

6.7

1'

FS

5.8

0'

FS

115.42' FS

115.63' FS

5.5

0'

FS

114.58' FS

4.6

2'

FS

4.4

3'

FS

4.7

3'

FS

4.6

5'

FS

115.14' FS

115.11' FS

5.4

5'

FS

113.13' TG

5.5

6'

FS

115.60' FS 11

5.8

2'

FS

5.8

2'

FS

5.4

7'

FS

116.55' FS

116.53' FS

4.9

2'

FS

110.48' TG

6.0

(121')

(119')

(118') (117')

(116')

(115')

(114')

(120')

(1

(120') (120')

(119')

(118')

(117')

(119')

(120')

(121')

(120')

(119')

(119')

(117')

(1

(1

(1

(119')

(118')

(1

(1

(1

(1

(1

(1

(113')

(112')

(118') (118') (117')

(118')

(1

(121')

(121') (117')

(116')

(112')

(113')

(115')

(116')

(11 7')

(115')

(114')

(113')

120.3'

1.1

1.2

121.2'

119.62' FS

119.38' FS

8.2

2'

FS

119.63' FS

119.34' FS

119.20' FS

119.34' FS

120.04' FS12

0.1

6'

FS

120.5'

0.3

9.7

119.3'

8.9

8.5

118.3'

119.3' 12 0.1

9.8

119.2'

119.3'

119.8'

119.9'

118.9' 117.4'

8.0

9.1

9.4

120.1'119.84' FS11

9.6

1.0

0.9

0.3

0.2

0.9

0.6

9.6

9.2

8.8

8.5

118.1'

7.

7'

118.0'

8.3

121.06' FS

0.5

0'

FS

0.9

' 120.9'

0.3

7'

FS 12

0.5

0.

7'

119.11' FS 118.80' FS

8.6

8.1

118.9'

8.4

118.9'

120.16' FS

120.6'

120.20' FS

118.22' FS

117.9'

7.9

118.0'

117.2'

8.4

7.7

8.3

117.5'

118.2'

118.4'

119.1'

3.2

113.6'114.7'

116.1'11 6.4

121.3'

1.1

1.0

0.4

0.8

119.82' FS

119.50' FS 119.21' FS

118.92' FS

118.50' FS

118.13' FS

119.37' FS

119.59' FS

0.4

0.0

9.2

9.9

9.6

8.4

7.9

9.0

8.3

6.7

' 11 5.5

7.4

117.9'

7.

1'

4.5

5.0

117.2'

115.8'

6.9

7.2

7.2

7.2

4.9

116.23' FS

117.22' FS

118.76' FS

118.14' FS

116.59' FS

5.8

4'

FS

5.0

5.4

5.5

6.2

7.0

8.0

119.2'

119.1'

3.9

112.0'

2.8

110.7'

1.8

9.9 ' 11

1.5

9.3

' 11 0.9

8.9

120.31' FS

119.95' FS

120.07' FS

0.0

2'

FS 119.91' FS

114.5'

6.4

4.3

6.2

6.2

5.1

'11 5.2

3.6

3.4

3.0

111.4' 112.6'

4.5

5.5

115.28' FS

4.2

3'

FS

5.1

6'

FS

116.1'

3.6

4.8

3.6

114.8' 114.9'

114.2' 114.7'

116.03' FS

6.

' F S

116.10' FS

5.8

2'

FS11

5.6 2'

FS

1.1

5.9

2.7

2.5

113.7' 11 3.4

0.5

108.5'

7.4

9.4

8.5

6.6

1.6

1.6

111.7'

2.0

114.9'

115.6'

113.8'

5.4

0'

FS

115.71' FS

6.8

0.4

112.9'

3.6

113.4'

113.1'11 3.6

115.0'

113.0'

1.5

1.1

112.5'

111.6' 111.2'

8.0

5.9

107.1'

4.6

119.31' FS

9.2

7'

FS

119.49' FS

8.7

8.6

8.7

9.2

9.3

9.3

120.91' TC

120.51' FL

120.90' TC

120.52' FL

120.51' TC

120.13' FL

119.99' TC

119.63' FL

119.74' TC

119.25' FL

119.00' TC

118.58' FL

118.13' TC

117.78' FL

117.52' TC

117.11' FL

116.91' TC

116.52' FL

116.73' TC

116.30' FL

116.34' TC

115.84' FL

120.85' TC

120.47' FL

120.77' TC

120.45' FL

120.75' TC

120.35' FL

120.61' TC

120.25' FL120.76' TC

120.40' FL

120.80' TC

120.50' FL

120.99' TC

120.63' FL

121.02' TC

120.63' FL

120.57' TC

120.20' FL

119.76' TC

119.43' FL

118.60' TC

118.23' FL

117.45' TC

117.11' FL

116.88' TC

116.45' FL

120.83' TC

120.46' FL 120.94' TC

120.55' FL 121.09' TC

120.71' FL

119.87' TC

119.60' FL

119.56' TC

119.10' FL

118.96' TC

118.48' FL

120.11' TC

119.76' FL

116.93' TC

116.64' FL

118.35' TC

117.96' FL

120.48' TC

120.16' FL

115.68' TC

115.17' FL

119.72' TC

119.41' FL

(119')

(118') (117')

(116')

(118')

(115')

(120')

0.

2'

(1

118.36' TC

118.02' FL

114.62' TC

114.34' FL

116.63' TC

116.17' FL

117.69' TC

117.42' FL

117.34' FS

115.26' TC

114.78' FL

(117')

(116')

(115')

114.67' TC

114.28' FL

(115')

(1

(1

115.66' FS

115.38' FS

0.4

3'

FS

120.31' FS

0.4

7'

FS

0.5

5'

FS

0.6

1'

FS

0.8

1'

FS

0.6

5'

FS

120.36' FS

0.5

3'

FS

0.6

5'

FS

0.5

8'

FS

0.3

3'

FS

0.2

7'

FS

9.4

9'

FS

9.6

3'

FS

8.8

8'

FS

8.7

3'

FS

118.41' FS

8.2

1'

FS

120.47' FS

7.4

9'

FS

7.1

2'

FS117.39' FS

117.85' FS

117.74' FS

116.74' FS

116.35' FS

115.21' FS

116.89' FS 116.83' FS

115.15' FS 11

3.1

1'

FS

113.20' FS

9.6

9'

FS

117.48' FS

1.8

1'

FS

110.66' FS

109.91' FS

109.44' FS

108.83' FS

114.28' FS 114.25' FS

4.2

3'

FS

108.25' FS

107.30' FS

106.56' FS

105.80' FS

105.11' FS

115.89' FS

116.62' FS

(111')

(1

(1

(106')

(107')

(108')

(107')

(109')

(114') (113')

(110')

(109') (110')

(111')

(112')

(113')

(119')

(119')

114.67' TG

116.09' RTWL

115.06' RTWL

120.00' RTWL

(115')

(1

') (1

(1

118.00' FS

(121')

(1

(1

(116')(117')

114.68' FS

120'

115.00' TC

114.60' FL

120.0'

CONTOUR LINE

OVERHEAD TELEPHONE LINE

OVERHEAD ELECTRIC LINE

OVERHEAD CABLE LINE

CENTERLINE OF ROAD

EDGE OF ROAD

CURB AND GUTTER

CONCRETE JOINT

WOODEN PRIVACY FENCE

BRICK PERIMETER WALL

GRAVE HEADSTONE

FLAGPOLE MOUNT

GROUND AREA LIGHT

SIGN

UTILITY POLE

POWER METER

GAS METER

WATER METER

WATER VALVE

SEWER MANHOLE COVER

STORM DRAIN MANHOLE COVER

STORM DRAIN DROP INLET

CENTRAL AIR CONDITIONING UNIT

TREES (AS NOTED)

120.00' FS

120.00' TG

120.00' RTWL

CURB ELEVATIONS (TOP OF CURB/FLOWLINE)

FINISHED SURFACE ELEVATION

TOP OF DRAINAGE GRATE ELEVATION

TOP OF RETAINING WALL ELEVATION

SPOT ELEVATION (GROUND SHOT)

STEPS

HORIZONTAL DATUM:

NAD83 (2011) STATE PLANE COORDINATE SYSTEM - ZONE 1701 (LA NORTH) U.S. SURVEY FEET

VERTICAL DATUM:

NAVD88 (GEOID18) U.S. SURVEY FEET

NGS ONLINE USER POSITIONING SERVICE (OPUS) WAS USED TO ESTABLISH HORIZONTAL AND VERTICAL CONTROL ON SITE.

DG5396

1NSU NORTHWESTERN S.U. CORS

ARP LAT = N31°45'02.86229"

LONG = W093°05'51.34299"

DF7992

LSUA LSU-ALEXANDRIA CORS ARP

LAT = N31°10'43.57809"

LONG = W092°24'44.33513"

DF7054

SIHS SICILY ISLAND CORS ARP

LAT = N31°50'36.15838"

LONG = W091°39'19.56092"

CONTROL CORS STATIONS:

LEGEND AND ABBREVIATIONS:

SITE BENCHMARKS:

SEE SHEET NO. 3 FOR BENCHMARK & CONTROL DETAILS AND SITE VICINITY MAP.

CERTIFICATION:

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS DRAWING WAS

OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN THE FIELD, AND THAT

EVERY EFFORT HAS BEEN MADE TO FURNISH COMPLETE AND ACCURATE

INFORMATION.

JAMIE M. BORDELON, PLS NO. 4977 DATE

V-402

E. Shamrock Street

RAPIDES SENIOR CITIZENS SERVICES

CEMETERY MAINTENANCE

BUILDING

CONCRETE

PARKING

CONCRETE

PARKING

CREPE MYRTLECREPE MYRTLE

CREPE MYRTLE

CREPE MYRTLE

CREPE MYRTLE

CREPE MYRTLE

CREPE MYRTLE

CREPE MYRTLE

24" OAK

24" MAGNOLIA

FLOWER BED

FLOWER

BED

SI

D

EW

AL

K

SIDEWALK

SI

D

EW

AL

K

SIDEWALK

SI

D

EW

AL

K

ASPHALT

PARKING LOT

CONCRETE

DRIVE

CONCRETE

DRIVE

CONCRETE

PORCH

BASEMENT

ACCESS

CONCRETE

PORCH SIDEWALK CONCRETE

PAVING

SIDEWALK

SIDEWALK

SI

D

EW

AL

K

CONCRETE

DRIVE

CONCRETE

PATIO

CINDER BLOCK

RETAINING WALL

SAND STOCKPILE

SAND COVERING

CONCRETE PATIO

DUMPSTER PAD

CONCRETE

DRAINAGE BOX

RETAINING WALL

SAND STOCKPILE

CONCRETE PAVING

60" OAK

24" CYPRESS

FLAGPOLE

MOUNT (TYP)

AS

PH

AL

T

D R

IV

E

AS

PH

AL

T

D R

IV

E

ASPHALT

DRIVE

IRON GATE

BRICK

WALL (TYP)

BRICK

WALL (TYP)

SITE BENCHMARK

(SEE SHEET 3)

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

ENLARGED -

TOPOGRAPHICAL SURVEY

V-401

0 20 40

1 INCH = 20 FEET

EXISTING BUILDING

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A/C

AutoCAD SHX Text 209 E. SHAMROCK ST. 1.5 STORY PLASTER BUILDING ON STEMWALL WITH BASEMENT (1,660 SQ. FT. +/- FOOTPRINT)

SINGLE STORY BRICK BUILDING ON SLAB (1,545 SQ. FT. +/- FOOTPRINT)

0.7

0.9

2'

FS

120.96' FS

121.9'

1.9

2.1

118.88' TG

118.78' TG

(1

(11 9') (118')

(119')

(118')

(117')

(119')

(1

(121')

(121')

(121')

(1

(120')(120')

(119') (120')

122.20' FS

122.18' FS

1.6

1.7

121.4'

121.4'

0.5

0.4

0.2

121.3'

1.2

121.2'

121.0'

121.2'

1.1

1.0

1.2

1.1

1.3

121.4'

1.1

1.4

1.4

1.3

0.0

0.1

117.9'

117.0'

7.1

7.8

0.1

9.6

0.4

0.5

119.0'

118.4'

120.7'

120.3'

1.0

1.0

9.3

8.6

0.

3'

1.

4'

0.1

0.

8'

0.9

9.3

8.6

0.3

0.7

1.2

0.9

1.1

0.5

1.0

0.6

120.47' TC

120.13' FL

120.05' TC

119.71' FL

120.27' TC

119.94' FL

119.85' TC

119.48' FL

119.21' TC

118.94' FL

119.14' TC

118.82' FL

119.28' TC

118.97' FL

119.16' TC

118.88' FL

119.65' TC

119.26' FL

120.19' TC

119.82' FL

120.07' TC

119.67' FL

119.59' TC

119.22' FL

121.82' FS121.79' FS

121.78' FS 121.81' FS

(120')

(119')

(119')

120.99' TC

120.67' FL

121.16' TC

120.81' FL

121.30' TC

120.96' FL

121.25' TC

120.85' FL

121.15' TC

120.86' FL

121.07' TC

120.68' FL

121.06' TC

120.72' FL

120.92' TC

120.62' FL 120.92' TC

120.54' FL

121.00' TC

120.58' FL

121.23' TC

120.96' FL

120.75' TC

120.37' FL

121.10' TC

120.70' FL

120.59' TC

120.27' FL

121.04' TC

120.66' FL

121.23' TC

120.84' FL

120.42' TC

120.04' FL

120.46' TC

120.06' FL

120.71' TC

120.43' FL

119.24' FS

119.81' FS

120.23' FS

120.36' FS

120.96' FS

120.79' FS

120.64' FS

120.58' FS

120.56' FS

120.49' FS

120.46' FS

120.39' FS

120.68' FS

120.84' FS

120.84' FS

120.60' FS

120.84' FS

121.19' FS

121.05' FS

120.88' FS

120.77' FS 120.64' FS

120.76' FS

119.69' FS

120.04' FS

0.1

2'

FS

120.79' FS

120.58' FS

120.69' FS119.96' FS

119.27' FS

119.41' FS

119.31' FS119.08' FS

119.18' FS

118.93' FS

119.04' FS

118.90' FS

119.79' FS

119.79' FS

119.58' FS

120.12' FS

120.16' FS

120.03' FS

120.83' FS

120.99' FS

120.66' FS

120.75' FS

120.95' TC

120.60' FL

121.07' TC

120.60' FL

(119')

(1

(121')

(121')

(121')

(1

(122')

(121')

(1

(121')

(1

(121')

V-

FLAGPOLE

MOUNT (TYP)

CREPE MRYTLE

CREPE MRYTLE

CREPE

MRYTLE

48" OAK

48" OAK

30" OAK

GRANITE

MONUMENT

FLAG POLE

CONCRETE TRASH

CAN PAD

SIDEWALK

CONCRETE PAVING

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

CONCRETE PAVED

PAVILION METAL CANOPY

WOODEN

GAZEBO

SMALL PLACARD

CONTROL POINT #2

(SEE SHEET )

CONTROL POINT #1

(SEE SHEET )

(120')

115.00' TC

114.60' FL

120.0'

CONTOUR LINE

OVERHEAD TELEPHONE LINE

OVERHEAD ELECTRIC LINE

OVERHEAD CABLE LINE

CENTERLINE OF ROAD

EDGE OF ROAD

CURB AND GUTTER

CONCRETE JOINT

WOODEN PRIVACY FENCE

BRICK PERIMETER WALL

GRAVE HEADSTONE

FLAGPOLE MOUNT

GROUND AREA LIGHT

SIGN

UTILITY POLE

POWER METER

GAS METER

WATER METER

WATER VALVE

SEWER MANHOLE COVER

STORM DRAIN MANHOLE COVER

STORM DRAIN DROP INLET

CENTRAL AIR CONDITIONING UNIT

TREES (AS NOTED)

120.00' FS

120.00' TG

120.00' RTWL

CURB ELEVATIONS (TOP OF CURB/FLOWLINE)

FINISHED SURFACE ELEVATION

TOP OF DRAINAGE GRATE ELEVATION

TOP OF RETAINING WALL ELEVATION

SPOT ELEVATION (GROUND SHOT)

STEPS

LEGEND AND ABBREVIATIONS:

CERTIFICATION:

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS DRAWING WAS

OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN THE FIELD, AND THAT

EVERY EFFORT HAS BEEN MADE TO FURNISH COMPLETE AND ACCURATE

INFORMATION.

JAMIE M. BORDELON, PLS NO. 4977 DATE

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

ENLARGED -

TOPOGRAPHICAL SURVEY

V-402

0 20 40

1 INCH = 20 FEET

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

A/C

5.2

115.0'

6.0

13.5'

121'

9'

8'

7'

6'

5'

4'

120'

0'

9' 118'

119'

118'

117'

119'

0'

121'

121'

121'

0'

120'120'

119'120'

121'

0'

0'

119'

8'

7'

9'

120' 121'

0'

9'

119'

117'

116'

115'

114'

119'

118'117'

116'

119'

116'

115'

114'113'11 2'

8'

7'

118'

118'

1'

121'

117'

6'

2'

3'

115'

116'

117'

115'

4'

3' 119'

118' 117'

116'

8'

5'

0'

120'

7'

6'

5'

5'

116'

115'

120'

119'

119'

1'

116'

112'

6'

7'

8'

7'

9'

4'

113'

0'

9'

0'

1'

2' 11

3'

9'

9'

5'

119'

1'

121'

116'

120' 120'

121'

121'

1'

122'

121'

1'

119'

118'

6'

117'

121'

2'

121'

EROSION AND SEDIMENTATION

CONTROL PLAN

CG101

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

SILT FENCING

INLET PROTECTION

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT AREA

KEYED NOTES

1. INLET PROTECTION, SEE DETAIL B2/C-501.

2. SILT FENCE, SEE DETAIL B5/C-501.

3. CONSTRUCTION ENTRANCE, SEE DETAIL B9/C-501.

4. CONCRETE WASHOUT AREA, SEE DETAIL D5/C-501.

5. LOCKABLE ACCESS GATE.

6. TREE PROTECTION, SEE DETAIL E9/C-501.

7. LIMITS OF DISTURBANCE.

CONSTRUCTION

STAGING FENCING

TREE PROTECTION

LIMITS OF DISTURBANCE

LEGEND AND SYMBOLS

TREE PROTECTION NOTES:

1. FOR ADDITIONAL REQUIREMENTS, PLEASE SEE SPECIFICATION 01 57

19.

2. ANY UNAVOIDABLE TRENCHING, EXCAVATION, OR GRADING WITHIN

TREE PROTECTION ZONES MUST UTILIZE ALTERNATIVE METHODS

SUCH AS HAND DIGGING TO LOCATE ROOTS.

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH DIAMETER

MUST BE APPROVED AND SUPERVISED BY A LICENSED ARBORIST.

4. TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL

TREES THAT HAVE A DRIP LINE WITHIN THE LIMITS OF DISTURBANCE

FOR CONSTRUCTION ACTIVITIES OTHER THAN ASPHALT PAVING AND

SHALL EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE DRIP

LINE OF THE TREE, WHICHEVER IS GREATER. (TYP)

5. TREE PROTECTION TO BE INSTALLED PRIOR TO THE

COMMENCEMENT OF ANY SITE WORK AND IS TO REMAIN UNTIL ALL

WORK HAS BEEN COMPLETED.

6. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES WITHIN

CEMETERY PROPERTY FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE

REPLACED WITH A TREE OF THE SAME SPECIES AND SIZE. IF SIZE IS

NOT AVAILABLE CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND SHALL

PROVIDE A CREDIT TO THE OWNER FOR THE MONETARY

DIFFERENCE IN VALUE.

METAL STAKES

@ 6' O.C. (TYP)

4' MIN

2'

HIGH VISIBILITY ORANGE

VINYL CONSTRUCTION

FENCING

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

GENERAL NOTES:

1. ALL DEBRIS/MATERIAL TRACKED ONTO PUBLIC

STREETS SHALL BE CLEANED IMMEDIATELY.

AutoCAD SHX Text D

AutoCAD SHX Text

DRIP LINE OF TREE

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

TREE PROTECTION FENCE

F6

5.2

'115.0'

.5

ENLARGED - DEMOLITION

PLAN

CD401

SEE SHEET CD402

0 10 20

1 INCH = 10 FEET

KEYED NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE A FRESH ASPHALT SAW

CUT PRIOR TO PAVING.

2. CONTRACTOR SHALL PRESSURE WASH ALL REMAINING

CURBING AND SIDEWALKS THROUGHOUT THE

ENTIRETY OF THE CEMETERY.

DEMO CONCRETE PAVING

1. REMOVE EXISTING CONCRETE PAVEMENT.

2. REMOVE EXISTING ASPHALT PAVEMENT.

3. REMOVE EXISTING SIDEWALK.

4. SAW CUT AND REMOVE EXISTING CURB AND GUTTER AT

NEAREST JOINT.

5. REMOVE EXISTING CONCRETE DUMPSTER PAD.

6. REMOVE EXISTING CONCRETE CONTAINMENT BASIN AND

ASSOCIATED CURBING AND DRAINAGE PIPES.

7. REMOVE EXISTING RAILROAD TIES.

8. REMOVE EXISTING WOOD FENCE, POSTS AND

ASSOCIATED FOUNDATIONS.

9. SAW CUT EXISTING ASPHALT.

10. SAW CUT EXISTING CONCRETE AT EXITING EXPANSION

JOINT.

MATCHLINE

DEMO CONCRETE SIDEWALK

DEMO ASPHALT PAVING

SAW CUT

DEMO CONTAINMENT BASIN

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMO RAILROAD TIES

DEMOLITION LEGEND AND SYMBOLS

14' AVE.

.5

' A

VE

' A

VE

14' AVE.

END

END

END

DEMO FENCING

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

2.1

14' AVE.

' A

VE

ENLARGED - DEMOLITION

PLAN

CD402

0 10 20

1 INCH = 10 FEET

SE

E

SH

EE

T C

D

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

KEYED NOTES

DEMOLITION LEGEND AND SYMBOLS

DEMO CONCRETE PAVING

1. REMOVE EXISTING CONCRETE PAVEMENT.

2. REMOVE EXISTING ASPHALT PAVEMENT.

3. REMOVE EXISTING CURB AND GUTTER.

MATCHLINE

DEMO ASPHALT PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

START

END

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE A FRESH ASPHALT SAW

CUT PRIOR TO PAVING.

2. CONTRACTOR SHALL PRESSURE WASH ALL CURBING

AND SIDEWALKS THROUGHOUT THE ENTIRETY OF THE

CEMETERY.

END

START

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

PC

: 0

+6 9.

PC

: 0

+8 5.

PT

: 0

+7 4.

PT

: 0

+9 3.

N37° 19' 39"E 69.91'

N49° 23' 44"E 11.10'

N37° 56' 07"E 225.98'

CL=4.42

CD=N43° 21' 42"E

L=4.42 R=21.00

CL=7.79

CD=N43° 39' 56"E

L=7.80 R=39.00

CL=49.98

CD=N37° 02' 11"E

L=79.99 R=25.00

CL=49.98

CD=S37° 02' 11"W

L=77.09 R=25.00

STA:0+00

STA:4+76

ST

A:

0+

ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

STA:4+00

STA:4+50

ROAD 'A' PLAN & PROFILE

C-201

0 10 20

1 INCH = 10 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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ASPHALT PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

ROAD 'A'

LEGEND AND SYMBOLS

EXISTING GRADE

PROPOSED GRADE

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROAD 'A' PLAN

AutoCAD SHX Text B5

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROAD 'A' PROFILE: 0+00 TO 3+00

AutoCAD SHX Text D5

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROAD 'A' PROFILE: 3+00 TO 4+76.29

F3

.5

PC: 0+69.91

PC: 0+85.43

PT: 0+74.34

PT: 0+93.23

N49° 23' 44"E 11.10'

S51° 26' 44"E 204.09'

CL=4.42

CD=N43° 21' 42"E

L=4.42 R=21.00

CL=7.79

CD=N43° 39' 56"E

L=7.80 R=39.00

ST

A:

2+

STA:0+00 ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

STA:0+50

STA:1+00

ROAD 'B' PLAN & PROFILE

C-202

0 10 20

1 INCH = 10 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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ASPHALT PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

ROAD 'B'

LEGEND AND SYMBOLS

EXISTING GRADE

PROPOSED GRADE

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROAD 'B' PLAN

AutoCAD SHX Text B4

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ROAD 'B' PROFILE

E4

'115.0'

.5

STA:0+87

STA:0+00

R8 .0

0' 47.68'

4.00'

5.

4.00'

R23.00'

R1 8.

R11.00'

R15.00'

R10.00'

ENLARGED - SITE PLAN

C-401

SEE SHEET C-402

0 10 20

1 INCH = 10 FEET

KEYED NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE A FRESH SAW CUT

PRIOR TO PAVING.

2. CONTRACTOR SHALL PROTECT CURBING FROM

DAMAGE WHILE PLACING AND COMPACTING ASPHALT,

BASE COURSE AND SUBGRADE.

2.1. ALL DAMAGED CURB SHALL BE REPLACED IN ITS

ENTIRETY TO THE NEAREST JOINT.

3. CONTRACTOR SHALL UTILIZE AN EXPANSION JOINT

WITHOUT DOWELS BETWEEN THE SIDEWALK AND

BUILDINGS/FOUNDATIONS.

4. ROADWAY DIMENSIONS SHOWN ARE FROM GUTTER

TO GUTTER.

ASPHALT PAVING

1. CONCRETE SIDEWALK, SEE DETAIL B8/C-502.

2. ASPHALT PAVEMENT, SEE DETAIL B2/C-502.

3. CURB AND GUTTER, SEE DETAIL C2/C-502

4. CHAIN LINK FENCING WITH PRIVACY SLATS & MOW CURB,

SEE DETAIL F2/C-503

5. CONCRETE STOOP WITH HAND RAIL, SEE DETAIL F6/C-502.

6. CONCRETE DUMPSTER PAD, SEE DETAIL F8/C-502.

7. CURB TERMINATION, SEE DETAIL A6/C-502.

8. 4" SOLID WHITE STRIPING, SEE DETAILB2-C-503.

9. CURB TRANSITION, SEE DETAIL F6/C-503.

10. ADA ACCESS RAMP, SEE DETAIL F9/C-503.

11. STRIPING FOR ADA PARKING, SEE DETAIL B2/C-503.

12. ADA PARKING SIGN, SEE DETAIL B2/C-503.

13. VALLEY GUTTER, SEE DETAIL E2/C-502.

14. STORM OUTLET PROTECTION, SEE DETAIL D2/C-501.

15. CONCRETE BOLLARD, SEE DETAIL F2/C-501.

16. POST AND PANEL SIGN, SEE DETAIL F2/A-501

MATCHLINE

CONCRETE SIDEWALK

SAW CUT

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

LEGEND AND SYMBOLS

14.0'

.5

14' AVE.

50.00'

.7

4'

.5

5.00'9.00'

.0

0'

48.92'

STORM WATER OUTLET

PROTECTION

SIDEWALK CONTROL JOINT

SIDEWALK EXPANSION JOINTE

J

E J

18.52'

5 CJ @

EQ SPACING

12.62'

2 CJ @

EQ SPACING

25.24'

5 CJ @

EQ SPACING

R10.00' R10 .00

'R13.00'

2' TERMINATION

10' TRANSITION

10' TRANSITION

9 TYP.

9TYP.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

E J

E J

E J E J

E J

2.1

14' AVE.

' A

VE

ENLARGED - SITE PLAN

C-402

0 10 20

1 INCH = 10 FEET

SE

E

SH

EE

T C

-4

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

KEYED NOTES

ASPHALT PAVING

1. ASPHALT PAVEMENT, SEE DETAIL B2/C-502.

2. CURB AND GUTTER, SEE DETAIL C2/C-502.

MATCHLINE

SAW CUT

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

START

END

LEGEND AND SYMBOLS

GENERAL NOTES:

1. CONTRACTOR SHALL PROTECT CURBING FROM

DAMAGE WHILE PLACING AND COMPACTING ASPHALT,

BASE COURSE AND SUBGRADE.

1.1. ALL DAMAGED CURB SHALL BE REPLACED IN ITS

ENTIRETY TO THE NEAREST JOINT.

2. CONTRACTOR SHALL UTILIZE AN EXPANSION JOINT

WITHOUT DOWELS BETWEEN THE SIDEWALK AND

BUILDINGS/FOUNDATIONS.

3. ROADWAY DIMENSIONS SHOWN ARE FROM GUTTER

TO GUTTER.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

'115.0'

.5

STA:0+87

STA:0+00

BC:119.62

FC:119.20

BC:117.91

FC:117.49

BC:117.86

FC:117.44

BC:118.11

FC:117.69

BC:117.89

FC:117.47 BC:117.70

FC:117.28

BC:117.16

FC:116.74

BC:114.89

FC:114.47

BC:114.82

FC:114.40

BC:114.80

FC:114.38

BC:114.80

FC:114.38

BC:114.82

FC:114.40

BC:115.32

FC:114.90

BC:115.58

FC:115.16

BC:115.78

FC:115.36

FG:116.36

FG:115.85

FG:116.00

FG:116.00

FG:116.00

FG:115.50

FG:115.48

FG:115.39

FG:115.94

FG:115.94

FG:116.00

FG:114.34

SW:119.51SW:119.59

SW:119.83

FG:119.41

SW:119.45

FG:119.45

SW:119.65

SW:119.86SW:120.02

FG:120.31

SW:119.65

SW:119.62

FG:117.40

FG:117.40

FG:116.00

FG:115.50

FG:115.30

SW:119.78

SW:119.59

BC:118.18

FC:117.76

FG:118.16

SW:119.93

MATCH EXISTING

SW:120.02

SW:120.09 SW:120.13

SW:120.10

SW:120.48

SW:120.51SW:120.25

SW:120.13

SW:119.50

SW:119.44

SW:119.42

SW:119.34

SW:119.15

SW:119.40

SW:116.48

SW:117.01

SW:118.09SW:118.17

SW:119.35SW:119.31

SW:119.32

SW:119.28

EX:119.28

EX:119.21

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

BC:117.62

FC:117.20

BC:116.75

FC:116.33BC:116.38

FC:115.96

BC:117.57

FC:117.15

BC:120.84

BC:120.85

BC:120.24

BC:120.84

BC:118.26

BC:118.58

ENLARGED - GRADING &

DRAINAGE PLAN

C-403

SEE SHEET C-404

0 10 20

1 INCH = 10 FEET

KEYED NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL GRADE ROADWAY TO HAVE A 2%

CROSS SLOPE.

2. FOR ROADWAY SECTIONS WHERE EXISTING CURBING

IS TO REMAIN:

2.1. IF THE EXISTING CURB ELEVATIONS PREVENT A 2%

CROSS SLOPE ON BOTH SIDES OF THE CROWN,

THE CONTRACTOR SHALL INCREASE THE CROSS

SLOPE ON THE HIGH SIDE OF THE CROWN TO

ACHIEVE A MORE DESIRED SLOPE.

2.2. CONTRACTOR SHALL NOT EXCEED 3% CROSS

SLOPE.

3. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS

WITHIN THE TRAFFIC CIRCLE AND ROADWAY WHERE

ELEVATIONS ARE NOT INDICATED.

4. CONTRACTOR SHALL STRAIGHT GRADE THE

PROPOSED CURB WHERE ELEVATIONS ARE NOT

INDICATED.

5. CONTRACTOR SHALL MATCH THE EXISTING

ELEVATIONS OF THE GUTTER LINE, FACE OF CURB AND

BACK OF CURB AT BOTH POINTS OF CONNECTION WITH

EXISTING CURB.

ASPHALT PAVING

1. STORM WATER FLOW PATH.

2. CONTRACTOR SHALL INSTALL ASPHALT/CONCRETE 1/8"

BELOW CONCRETE FINISHED FLOOR. (ELEVATIONS MAY

VARY FROM THOSE SHOWN ON PLANS)

3. STORM WATER OUTLET PROTECTION, SEE DETAIL

D2/C-501.

4. ADJUST RIM TO GRADE.

MATCHLINE

CONCRETE

FRESH SAW CUT

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

SW:118.12

PROPOSED CONTOUR MINOR

PROPOSED CONTOUR MAJOR118

SIDEWALK

FLOW LINE

SIDEWALK ELEVATION

FG:118.12 FINISHED GRADE ELEVATION

BC:118.12 BACK OF CURB ELEVATION

FC:118.12 FACE OF CURB ELEVATION

STORM WATER OUTLET

PROTECTION

DRAINAGE RUN-1

LEGEND AND SYMBOLS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

2.1

N37° 56' 07"E 225.98'

CL=49.98

CD=N37° 02' 11"E

L=79.99 R=25.00

CL=49.98

CD=S37° 02' 11"W

L=77.09 R=25.00

MATCH EXISTING

MATCH EXISTING MATCH EXISTING

MATCH EXISTING

STA:4+76

ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

STA:4+00

STA:4+50

BC:119.98

ENLARGED - GRADING &

DRAINAGE PLAN

C-404

0 10 20

1 INCH = 10 FEET

SE

E

SH

EE

T C

-4

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

KEYED NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL GRADE ROADWAY TO HAVE A 2%

CROSS SLOPE.

1.1. IF EXISTING CURB ELEVATIONS PREVENT A 2%

CROSS SLOPE ON BOTH SIDES OF THE CROWN,

THE CONTRACTOR SHALL INCREASE THE CROSS

TO ACHIEVE THE DESIRED SLOPE.

1.2. CONTRACTOR SHALL NOT EXCEED 3% CROSS

SLOPE.

2. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS

WITHIN THE TRAFFIC CIRCLE.

3. CONTRACTOR SHALL STRAIGHT GRADE THE

PROPOSED CURB.

3.1. CONTRACTOR SHALL MATCH THE EXISTING

ELEVATIONS OF THE GUTTER LINE, FACE OF CURB

AND BACK OF CURB AT BOTH POINTS OF

CONNECTION WITH EXISTING CURB.

ASPHALT PAVING

1. CURB AND GUTTER

MATCHLINE

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

PROPOSED CONTOUR MINOR

PROPOSED CONTOUR MAJOR118

FG:118.12 FINISHED GRADE ELEVATION

LEGEND AND SYMBOLS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

'115.0'

.5

ENLARGED - PLANTING PLAN

C-405

0 10 20

1 INCH = 10 FEET

KEYED NOTES

GENERAL NOTES:

1. TURFGRASS SOD SHALL BE INSTALLED SO ITS ROOT

MASS IS 1" BELOW THE TOP OF ADJACENT

CONCRETE/ASPHALT SURFACES.

1.1. SOD SHALL BE PLACED OVER 6" OF AMENDED TOP

SOIL.

2. CONTRACTOR SHALL REMOVE AND REPLACE ALL

DISTURBED GRASS WITH TURFGRASS SOD.

3. CONTRACTOR SHALL GRADE FROM REPLACED

MOUNTABLE CURB TO EXISTING GRADE.

4. ALL IRRIGATION HEADS ENCOUNTERED SHALL BE

PRESERVED AND PROTECTED.

TURF GRASS SOD

1. TURF GRASS SOD, CONTRACTOR SHALL MATCH EXISTING

SPECIES. SEE GENERAL NOTES BELOW.

2. STORM WATER OUTLET PROTECTION.

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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

ALEXANDRIA NATIONAL CEMETERY

MAINTENANCE FACILITY

RENOVATION & ROAD REPAIR

PINEVILLE, LA

825CM3013

N/A Project Director

07/29/2022Revisions: Date:

STEPHEN DAVIS

Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: stephen.davis@va.gov Sheet of 53

VCI Project Management Construction Management Engineering

JVSF

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

BID DOCUMENTS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

CURB AND GUTTER

DEMOLITION LEGEND AND SYMBOLS

PROPOSED CONTOUR MINOR

PROPOSED CONTOUR MAJOR118

SIDEWALK

STORM WATER OUTLET

PROTECTION

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/29/2022

DETAILS - EROSION &

SEDIMENTATION

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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver,…