20250128 SNC 905-010 Bid Documents - Volume I.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

SITE LOCATION MAP

SCALE: NTS

SITE LOCATION AND ACCESS MAP

SCALE: NTS

PROJECT TEAM

FIRM PANEL

SCALE: NTS

N

SHEET INDEX

SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVERSHEET

DEPARTMENT OF VETERANS AFFAIRS

SITKA NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

VOLUME 1

NCA PROJECT NO. 905CM3010

803 SAWMILL CREEK RD, SITKA, AK 99835

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 CONTRACTOR'S 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. 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.

2. THE CONTRACTOR SHALL INSTALL THE TREE PROTECTION SHOWN

WITHIN THE CONSTRUCTION PLANS PRIOR TO BEGINNING

EARTHWORK OPERATIONS.

3. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL

IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION.

(SEE SPECIFICATION SECTION 31.20.00)

4. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WITH

SOD, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF

DEMOLITION AND PROPOSED WORK.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR

POSITIVE FLOW PRIOR TO FINAL APPROVAL.

6. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING

AND TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

7. 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.

8. 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.

9. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A

COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND

PROGRESS OF ALL AREAS OF WORK ON SITE. THIS 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.

10. 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.

GENERAL NOTES

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

COVINGTON, LA 70433

CONTACT: JORDAN VANDERMEER

JORDAN.VANDERMEER@VALIINT.COM

504-684-4408

GEOTECHNICAL ENGINEER

HDL ENGINEERING CONSULTANTS, LLC

ANCHORAGE, AK 99503

CONTACT: DOUG SIMON

DSIMON@HDLALASKA.COM

907-564-2120

SITE OWNER

VA NCA

OFFICE OF DESIGN AND CONSTRUCTION

SITKA NATIONAL CEMETERY

CONTACT: DUANE MENDENHALL

DUANE.MENDENHALL@VA.GOV

907-384-7075

ELECTRICAL ENGINEER

JD ENGINEERING

CONTACT: SCOTT TURNER

SCOTT@JDENG.ORG

406-363-9022

N

G-101

V-101

CONSTRUCTION ACCESS, STAGING & FENCING PLAN

CD101

OVERALL TOPOGRAPHICAL SURVEY

DEMOLITION PLAN

EL101 ADMINISTRATION LIGHTING PLAN VIEW

EROSION AND SEDIMENTATION CONTROL PLAN

AD102 ADMIN BUILDING REFLECTED CEILING AND ROOF DEMO PLANS

GC101

EP101 ELECTRICAL SITE PLAN

SITKA NC

C-501 DETAILS - SITESAWMILL CREEK

BLVD (S-933)

A-101 A-102

ADMIN BUILDING NEW WORK FLOOR PLANS

A-301

C-401

C-404

C-502 DETAILS - SITE

A-201 ADMIN BUILDING ELEVATIONS

E-001 ELECTRICAL SYMBOLS AND NOTES

EP102 ADMINISTRATION & COMMITTAL SHELTER POWER PLAN

T-103

DETAILS FOR 12RU SECURITY CAMERA ENCLOSURE

AD101 ADMIN BUILDING DEMO FLOOR PLANS

INDIAN

RIVER RD

DE GROFF RD

JE

FF

D

AV

IE

S

ST

SITKA NATIONAL

CEMETERY

SITKA NC

CRESCENT

BAY

HARBOR

DR (F

99)

LINCOLN ST

LAKE ST

SAWMILL CREEKBLVD (S-933)

BIORKA ST

JE

FF

D

AV

IS

S

T

C-403 C-402

SI

ST

ER

S

LN

GEODETIC WAY

SAWMILL CREEKBLVD (S-933)

C-101 OVERALL SITE PLAN

ENLARGED SITE PLAN - ROADWAY IMPROVEMENTS

C-40612 C-405

T-104

BONDING DETAILS FOR SECURITY CAMERA ENCLOSURE

ADMIN BUILDING REFLECTED CEILING AND ROOF NEW WORK PLANS

ADMIN BUILDING SECTIONS

ENLARGED SITE PLAN - WALKING PATH & ROSTRUM

ENLARGED SITE PLAN - ADMINISTRATION BUILDING & PPC KNEE WALL

ENLARGED GRADING PLAN - ROADWAY IMPROVEMENTS

ENLARGED GRADING PLAN - WALKING PATH & ROSTRUM

ENLARGED GRADING PLAN - ADMINISTRATION BUILDING & PPC KNEE WALL

A-501 ARCHITECTURAL DETAILS

C-503 DETAILS - SITE

A-103 COMMITTAL SHELTER FLOOR PLANS

A-202 COMMITTAL SHELTER SECTION AND ELEVATIONS

A-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

EP601 PANEL SCHEDULE - ADMINISTRATION BUILDING

T-101 SURVEILLANCE SITE PLAN

T-102 SURVEILLANCE PLAN & SECTION VIEWS

EL102 COMMITTAL SHELTER LIGHTING PLAN & SECTION VIEWS

C-504 DETAILS - SITE

COVER

G-001

A-502 ARCHITECTURAL DETAILS

S-101 STRUCTURAL DETAILS

38 SURVEILLANCE CAMERA 4 & 5 PLAN AND SECTION VIEWS

T-105

AI701 FINISHES AND COLOR OPTIONS

SAWMILL CREEK ROAD(S-933)

GEODETIC WAY

EX. (6) PARKING

SPACES

EX. (2)

PARKING

SPACES

EX. 4"

CONC. PAVING

EX. 4" CONC. PAVING

EX.

GRAVEL

EX. STONE

PAVING

EX. 4" CONC. PAVING

EX.

ADMINISTRATION

BUILDING

EX.

SHADE

STRUCTURE

EX.

COMMITTAL

SHELTER

EX.

GARAGE

EX.

TURF

EX.

ASPHALT

EX.

TURF

EX.

TURF

EX.

TURF

EX.

TURF

SI

ST

ER

S

LA

N

E

BIO

RKA STREET

BLDG.

OVERHANG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

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"

3'-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 SIGNF8

SCALE: NTS

PROJECT SIGNC6

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

ACCESS / HAUL ROUTE

0 30 60

1 INCH = 30 FEET

KEYED NOTES

1. CONTRACTORS STAGING AREA, SEE STAGING AREA

NOTES THIS SHEET.

2. ACCESS / HAUL ROUTE.

3. PROJECT SIGN, SEE DETAIL C6 THIS SHEET.

4. SAFETY SIGN, SEE DETAIL F8 THIS SHEET.

5. TEMPORARY OFFICE TRAILER, SEE NOTES BELOW.

6. TEMPORARY STORAGE CONEX, SEE DETAIL SHEET

C-503.

7. TEMPORARY RESTROOM FACILITY, SEE NOTES BELOW.

TEMPORARY FACILITIES NOTES:

1. ONE OFFICE TRAILER SHALL BE PROVIDED BY THE CONTRACTOR FOR THE GROUND MAINTENANCE VENDOR AND SHALL BE FULLY OPERATIONAL PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT DISRUPT THE EXISTING

OFFICE SPACE.

1.1. TRAILER SHALL BE SCREENED WITH PRIVACY FENCING FROM THE PUBLIC.

1.2. TRAILER SHALL BE A MINIMUM 150 SF.

1.3. TRAILER SHALL HAVE A PRE-WIRED, DEDICATED ELECTRICAL PANEL.

1.4. TRAILER SHALL HAVE INTEGRATED HEATING AND COOLING.

1.5. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND DATA TO THE TRAILER AT NO ADDITIONAL COST

TO THE GOVERNMENT.

1.6. OFFICE TRAILER SHALL REMAIN UNTIL THE COMPLETION AND ACCEPTANCE OF THE ADMINISTRATION

BUILDING.

1.7. CONTRACTOR SHALL PROVIDE GROUNDING IN ACCORDANCE WITH NFPA 70 AND ALL GOVERNING CODES

AND STANDARDS.

1.8. CONTRACTOR SHALL RELOCATE STAFF FURNITURE AND EQUIPMENT FROM THE EXISTING ADMINISTRATION

BUILDING. CONTRACTOR IS NOT RESPONSIBLE FOR THE SETUP OF COMPUTERS/ELECTRONICS.

2. CONTRACTOR SHALL PROVIDE TEMPORARY RESTROOM FACILITIES DURING THE CONSTRUCTION OF THE

ADMINISTRATION/MAINTENANCE BUILDING.

2.1. FACILITY SHALL BE FOR CEMETERY STAFF AND VISITORS ONLY. ADDITIONAL FACILITIES SHALL BE PLACED

AT THE STAGING AREA FOR CONTRACTOR USE.

2.2. FACILITY SHALL BE SCREENED WITH PRIVACY FENCING FROM THE PUBLIC.

2.3. FACILITY SHALL BE ABA COMPLIANT.

2.4. FACILITY SHALL BE MAINTAINED IN A CLEAN AND ORDERLY MANNER BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2.5. CONTRACTOR SHALL COORDINATE THE LOCATION WITH CEMETERY STAFF.

3. CONTRACTOR SHALL PROVIDE ONE 20' CONEX FOR TEMPORARY STORAGE OF CEMETERY STAFF EQUIPMENT.

STAGING AREA NOTES:

1. CONTRACTOR SHALL CLEAR AND GRUB THE PROPOSED STAGING

AREA AS NECESSARY. EXISTING VEGETATION CONSISTS OF SMALL

DIAMETER BRUSH.

2. CONTRACTOR SHALL INSTALL FENCING AND A LOCKABLE GATE

PER THE SPECIFICATIONS AROUND THE PERIMETER OF THE

STAGING AREA.

3. CONTRACTOR SHALL DETERMINE THE APPROPRIATE SIZE OF

STAGING AREA. SHOULD ADDITIONAL SPACE BE REQUIRED THE

CONTRACTOR IS RESPONSIBLE FOR THE ADDITIONAL CLEARING

AND FENCING NECESSARY TO OBTAIN ADDITIONAL SPACE. THE

MAXIMUM STAGING AREA SIZE SHALL NOT EXCEED 100' X 50'

CONSTRUCTION ACCESS, STAGING

AND FENCING PLAN

G-101

AutoCAD SHX Text

MH

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

SITKA NATIONAL CEMETERY

AutoCAD SHX Text

CORRECT CEMETERY FACILITY

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: : VCI COVINGTON LA,70433

AutoCAD SHX Text

CONDITION ASSESSMENT DEFICIENCIES

BUILDING

FF=70.97

GARAGE

FF=70.52

EX. (6) PARKING

SPACES

EX. (2)

PARKING

SPACES

EX. BIKE RACK

(TYP. OF 2)

EX. 4"

CONC. PAVING

EX. 4" CONC. PAVING

EX.

GRAVEL

EX. STONE

PAVING

EX. DRAINAGE

EX. DRAINAGE

EX. FENCE POST

(TYP.)

EX. EDGE OF

ROADWAY

EX. ELEC. U/G

EX. CONC. LANDING

EX. CONC. LANDING

EX. STONE WALL

EX. CONC. WALL

EX. 4" CONC. PAVING

EX. PILASTER

(TYP.)

EX. CONCRETE PYLON

(TYP.)

EX. PERIMETER CHAIN

(TYP.)

EX. 7' HT METAL FENCE

EX. J-BOX

EX. POWER POLE

(TYP.)

EX. CLUSTER

BOX UNIT

EX. STEEL FENCE POST

(TYP.)

EX. LAMP

(TYP.)

EX. STORM

SEWER CO

(TYP.)

EX. STEEL GATE

CONC. HEADER

(TYP.)

EX. METAL FENCE

(TYP.)

EX. SIGN

EX. COLUMBARIUM

EX. STAIRS

EX. BENCH

(TYP.)

PROPERTY CORNER

N 10038.07

E 9933.08

PROPERTY CORNER

N 9975.23

E 10006.99

PROPERTY CORNER

N 9998.44 E 10053.15

PROPERTY CORNER

N 9978.17 E 10219.08

PROPERTY CORNER

N 10087.44 E 10232.43

EX. FLAG POLE

EX. METAL BENCH

EX. TRASH RECEPTACLE

EX. MEMORIAL FEATURE

(TYP. OF 2)

EX. PLAQUE

EX.

ADMINISTRATION

BUILDING

EX.

SHADE

STRUCTURE

EX.

COMMITTAL

SHELTER

EX. ENTRY ARCH

EX. UTILITY

VAULT

EX.

GARAGE

EX.

TURF

EX.

GRAVEL

TERRACE

EX.

ASPHALT

EX. CONC.

(TYP.)

EX. BOULDER

(TYP.)

EX. FLOWER

WATER

STATION

EX. TREE

(TYP.)

EX.

CONC.

EX. PROPANE

TANK

CONC. PAD

EX. SHED

EX.

TURF

EX.

TURF

EX.

TURF

EX.

TURF

SI

ST

ER

S

LA

N

E

BIO

RKA STREET

BLDG.

OVERHANG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

SILT FENCE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

1. SILT FENCE, SEE DETAIL B4 THIS SHEET.

2. CONCRETE WASHOUT AREA, SEE DETAIL F8 THIS SHEET.

3. TREE PROTECTION, SEE DETAIL C7 THIS SHEET.

4. CONSTRUCTION ENTRANCE, SEE DETAIL D7 THIS SHEET.

4' MIN.

2.5' MIN.

1.

5'

M

IN

2.

5' M

IN

1.5' MIN.

28"

6" TRENCH

6' MAX. O.C.

2"

6"

EXISTING GROUND

2"X4" WOOD STUDS

FILTER FABRIC

SILT FENCE

(TYPE A)

STAKE (TYP.)

STRAW BALE (TYP.)

10' MIN.

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

CONCRETE WASHOUT AREA

DRIP LINE

OF TREE

METAL STAKES

@ 6' O.C. (TYP)

4' MIN

1' MIN.

HIGH VISIBILITY

ORANGE VINYL

CONSTRUCTION

FENCING

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF ANY TREE MUST UTILIZE

ALTERNATIVE METHODS SUCH AS HAND DIGGING TO LOCATE ROOTS.

2. 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)

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

AND SUPERVISED BY A LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES 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.

TREE PROTECTION

0 30 60

1 INCH = 30 FEET

EROSION AND SEDIMENTATION

CONTROL PLAN

GC101

8oz NON WOVEN

HARD SURFACE

COARSE AGGREGATE

(1.5" - 3.5")

CONSTRUCTION EXIT

GEOTEXTILE UNDERLINER

6" MIN.

20' MIN.

30' MIN.

5' RADIUS

CONSTRUCTION ENTRANCE

NOTES:

1. CONTRACTOR SHALL

CLEAN ALL DIRT &

DEBRIS FROM PUBLIC

AND PRIVATE

ROADWAYS AT THE

END OF EACH

WORKDAY.

STAGING AREA

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MH

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%%UFRONT VIEW

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%%USIDE VIEW

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FLOW

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SCALE: NTS

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SILT FENCE

AutoCAD SHX Text B4

AutoCAD SHX Text B

AutoCAD SHX Text B

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SCALE: NTS

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CONCRETE WASHOUT AREA

AutoCAD SHX Text F8

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SCALE: NTS

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TREE PROTECTION FENCE

AutoCAD SHX Text C7

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SCALE: NTS

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CONSTRUCTION ENTRANCE

D7

SAWMILL CREEK ROAD

(S-933)

GEODETIC WAY

SI

ST

ER

S L

AN

E

BIORKA STREET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

0 20 40

1 INCH = 20 FEET

EX. (6)

PARKING

SPACES

EX. (2)

PARKING

SPACES

EX. BIKE RACK

(TYP. OF 2)

EX. 4"

CONC. PAVING

EX. 4" CONC.

PAVING

EX. GRAVEL

EX. STONE

PAVING

EX. DRAINAGE

EX. DRAINAGE

EX. FENCE POST

(TYP.)

EX. EDGE OF

ROADWAY

EX. ELEC. U/G

EX. CONC. LANDING

EX. CONC. LANDING

EX. STONE WALL

EX. CONC. WALL

EX. 4" CONC.

PAVING

EX. PILASTER

(TYP.)

EX. CONCRETE PYLON

(TYP.)

EX. PERIMETER CHAIN

(TYP.)

EX. 7' HT METAL FENCE

EX. J-BOX

EX. POWER POLE

(TYP.)

EX. CLUSTER

BOX UNIT

EX. STEEL FENCE POST

(TYP.)

EX. LAMP

(TYP.)

EX. STORM

SEWER CO

(TYP.)

EX. STEEL GATE

CONC. HEADER

(TYP.)

EX. METAL FENCE

(TYP.)

EX. SIGN

EX. COLUMBARIUM

EX. STAIRS

EX. BENCH

(TYP.)

PROPERTY CORNER

N 9975.23

E 10006.99

PROPERTY CORNER

N 9998.44 E 10053.15

PROPERTY CORNER

N 9978.17 E 10219.08

PROPERTY CORNER

N 10087.44 E 10232.43

EX. FLAG POLE

EX. METAL BENCH

EX. TRASH RECEPTACLE

EX. MEMORIAL FEATURE

(TYP. OF 2)

EX. PLAQUE

EX. ENTRY ARCH

EX. UTILITY

VAULT

EX.

TURF

EX.

ASPHALT

EX. CONC.

(TYP.)

EX. BOULDER

(TYP.)

EX. FLOWER

WATER STATION

EX. TREE

(TYP.)

EX. PROPANE TANK

CONC. PAD

EX. SHED

EX.

TURF

EX.

TURF

EX.

TURF

EX.

TURF

TOPOGRAPHICAL SURVEY

V-101

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MH

AutoCAD SHX Text

CONTOUR MAJOR

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CONTOUR MINOR

AutoCAD SHX Text FF FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION EG FINISH GRADE ELEVATION FINISH GRADE ELEVATION RIM RIM ELEVATION RIM ELEVATION TC TOP OF CURB TOP OF CURB FC FLUSH CURB FLUSH CURB TP TOP OF PAVEMENT TOP OF PAVEMENT TS TOP OF STAIR TOP OF STAIR BS BOTTOM OF STAIR BOTTOM OF STAIR BW BOTTOM OF WALL BOTTOM OF WALL TOCB TOP OF CONCRETE BASE TOP OF CONCRETE BASE

AutoCAD SHX Text

GRASS SWALE

LEGEND

SAWMILL CREEK ROAD

(S-933)

GEODETIC WAY

SI

ST

ER

S L

AN

E

BIORKA STREET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

DEMOLITION LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ASPHALT MILL

0 20 40

1 INCH = 20 FEET

1. REMOVE EXISTING CONCRETE PATCHES.

2. REMOVE EXISTING CRUSHED AGGREGATE WALKWAY,

PROTECT EXISTING STONE VENEER CURBS.

3. REMOVE EXISTING ASPHALT RAMP.

4. REMOVE EXISTING FRENCH DRAIN AND INLETS.

5. MILL EXISTING ASPHALT AS NECESSARY, SEE GENERAL

NOTES THIS SHEET.

6. CONTRACTOR SHALL SAW CUT AND REMOVE CAPSTONES

AS NECESSARY FOR STAIR INSTALLATION.

7. REMOVE AND REINSTALL EXISTING CONCRETE BOLLARD

(TYP. OF 32), SEE BOLLARD NOTES THIS SHEET.

8. CLEAN AND REPAINT EXISTING CHAIN PER SHEET C-402.

9. REMOVE EXISTING CONCRETE STOOP.

10. REMOVE EXISTING CONCRETE SIDEWALK, SEE GENERAL

NOTES THIS SHEET.

11. REMOVE EXISTING CONCRETE EQUIPMENT PAD.

12. REMOVE AND REINSTALL BENCH, TRASH RECEPTACLE

AND SIMILAR REMOVABLE ITEMS AT ROSTRUM LOOKOUT.

13. PROTECT IN PLACE EXISTING STAIRS AND LANDING.

14. REMOVE ASPHALT AND BASE MATERIAL FULL DEPTH.

15. REMOVE 3 LF OF CONCRETE CURBING.

16. REMOVE EXISTING CONCRETE WALKWAY.

17. REMOVE EXISTING CEDAR TREE AND ASSOCIATED ROOT

MASS AND REPLACE WITH A TREE OF SIMILAR SPECIES.

18. PRESERVE AND PROTECT EXISTING CANNONS AND THEIR

ASSOCIATED CONCRETE BASES.

EX.

ADMINISTRATION

BUILDING

EX.

SHADE

STRUCTURE

EX.

COMMITTAL

SHELTER

EX.

GARAGE

EX.

BUILDING

CONCRETE BOLLARD NOTES:

1. CONTRACTOR SHALL CLEAN AND REPAINT EACH CONCRETE BOLLARD

PRIOR TO INSTALLATION.

1.1. CONTRACTOR SHALL OBTAIN PAINT COLOR APPROVAL PRIOR TO

PAINTING.

2. CONTRACTOR SHALL RE-INSTALL CONCRETE BOLLARDS SQUARE AND

PLUMB.

3. CONTRACTOR SHALL REPAIR ALL EXISTING DAMAGE ON CONCRETE

BOLLARDS THAT IS GREATER THAN ONE SQUARE INCH IN AREA AND/OR

ONE-EIGHTH OF AN INCH IN DEPTH. **ORIGINAL CASTING DEFORMATIONS

ARE EXEMPT FROM REPAIR.

3.1. ALL WOOD COMPONENTS SHALL BE REMOVED AND HOLES REPAIRED.

3.2. CONCRETE REPAIR MATERIAL SHALL HAVE A 28-DAY MINIMUM

COMPRESSIVE STRENGTH OF 5,000 PSI.

3.3. CONTRACTOR SHALL SUBMIT FOR APPROVAL THE PROPOSED

REPAIR METHOD FOR APPROVAL BY THE COR.

4. CONTRACTOR SHALL CLEAN AND REPAINT THE EXISTING CHAIN FOR

REUSE.

5. CONTRACTOR SHALL RE-INSTALL BOLLARDS ALONG THE EXISTING

ALIGNMENT USING THE EXISTING CHANGES IN DIRECTION AS A BASE

POINT.

6. BOLLARDS SHALL BE SPACED EQUALLY WHEN REINSTALLED.

5 1

GENERAL NOTES:

1. CONTRACTOR SHALL MILL EXISTING ASPHALT A MINIMUM OF

ONE (1) INCH IN ALL AREAS. MILL DEPTH SHALL VARY TO

MAINTAIN FLUSH TRANSITIONS AT ALL SIDEWALKS,

THRESHOLDS, COMMITTAL SHELTER AND OTHER VARIOUS

HARDSCAPE WITH THE PROPOSED TWO (2) INCH OVERLAY.

1.1. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE AWAY

FROM STRUCTURES AND HARDSCAPE TO PREVENT

PONDING.

1.2. CONTRACTOR SHALL INSTALL A STE-1 CATIONIC

EMULSIFIED ASPHALT TACK COAT PRIOR TO OVERLAYING

PER THE CITY & BOROUGH OF JUNEAU STANDARD

SPECIFICATION 02802 TACK COAT .

2. CONTRACTOR SHALL REMOVE THE EXISTING CONCRETE

SIDEWALK FROM EXISTING JOINT TO EXISTING JOINT.

3. CONTRACTOR SHALL REMOVE ABANDONED STORM BOXES

AND PIPES WITHIN ROADWAY PER SPECIFICATIONS.

FULL DEPTH ASPHALT REMOVAL

DEMOLITION PLAN

CD101

SCALE: NTS

CAPSTONE & WALKWAY AGGREGATEA4

SCALE: NTS

EX BOLLARD & CHAINF1

SCALE: NTS

CANNOND1

AGGREGATE GRAVEL REMOVAL

REMOVE WOOD

AutoCAD SHX Text

MH

AutoCAD SHX Text

EX.

ADMINISTRATION

BUILDING

EX.

SHADE

STRUCTURE

EX.

COMMITTAL

SHELTER

EX.

GARAGE

SI

ST

ER

S

LA

N

E

BIO

RKA STREET

BLDG.

OVERHANG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

0 30 60

1 INCH = 30 FEET

OVERALL SITE PLAN

C-101

SEE SHEET CD101,

C-403 & C-406

SEE SHEET CD101, C-403 &

C-406

SEE SHEET CD101,

C-402 & C-405

SEE SHEET CD101,

C-401 & C-404

MH

BIO

RKA STREET

BUILDING

EX.

COMMITTAL

SHELTER

BLDG.

OVERHANG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

HANDICAP PARKING SIGN

0 10 20

1 INCH = 10 FEET

KEYED NOTES

CONCRETE

KEYED NOTES

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

ASPHALT OVERLAY

MATCHLINE - SEE RIGHT

MATCHLINE - SEE LEFT

1. CONCRETE SIDEWALK, SEE DETAIL B5/C-501.

2. ASPHALT OVERLAY, SEE DETAIL C5/C-501.

3. HANDICAP PARKING SIGN, SEE DETAIL F1/C-502.

4. PROPOSED ABA STRIPING, SEE ABA STRIPING NOTES

THIS SHEET.

5. CONCRETE WHEEL STOP, CONTRACTOR TO REUSE

EXISTING.

6. CONCRETE CURB, SEE DETAIL F2/C-501 & GENERAL

NOTES THIS SHEET.

7. PARKING STALL STRIPING.

8. NEW 2" CALIPER CEDAR TREE, SEE GENERAL NOTES

THIS SHEET.

9. FULL DEPTH ASPHALT REPLACEMENT, SEE DETAIL

D5/C-501.

10. TRUNCATED DOMES, SEE DETAIL C7/C-502.

11. PAVING TRANSITION TO EXISTING ASPHALT, SEE DETAIL

B7 THIS SHEET.

12. GRAVEL STRIP, SEE ARCHITECTURAL PLANS.

12'-0"

6'-0" 18 '-0

ABA STRIPING

1 3

5'

CONCRETE WHEEL STOP

ENLARGED SITE PLAN - ROADWAY

IMPROVEMENTS

C-401

6'

GENERAL NOTES:

1. NEW CURB TRANSITIONS SHALL MATCH EXISTING

TRANSITIONS ONSITE.

2. CONTRACTOR SHALL VERIFY SPECIFIC TREE SPECIES WITH

NCA STAFF PRIOR TO PLANTING.

CONCRETE CURBING

FULL DEPTH ASPHALT PAVING

SAW CUT

3' MIN.

EXISTING ASPHALT

EXISTING MILLED ASPHLAT

ASPHLAT OVERLAY

EX

ASPHALT

THICKNESS

FRESH SAW CUT

STRIPING NOTES:

1. ACCESSIBLE PARKING STRIPES SHALL BE 4" WIDE.

COLOR BLUE.

2. WALKING PATH DIAGONAL LINES SHALL BE 3' O.C. 4"

WIDE. COLOR WHITE

3. NON ACCESSIBLE PARKING STRIPES SHALL BE 4"

WIDE. COLOR WHITE.

ASPHALT LIFTS SHALL

NOT EXCEED 3"

2'- 6"

M

IN

. T O

SI

GN

F

AC

E

CURB TRANSITION

AutoCAD SHX Text

MH

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

ASPHALT TRANSITION TO EXISTING

B7

ADMINISTRATION

BUILDING

EX.

SHADE

STRUCTURE

EX.

GARAGE

BIO

RKA STREET

BLDG.

OVERHANG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

0 10 20

1 INCH = 10 FEET

KEYED NOTESKEYED NOTES

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

CONCRETE

6" HDPE STORM DRAIN PIPE

1. CONCRETE SIDEWALK, SEE DETAIL B5/C-501.

2. WALKWAY STAIRS, SEE DETAIL B6/C-504.

3. PRESERVE AND PROTECT EXISTING CANNONS AND

ASSOCIATED CONCRETE BASES.

4. BOLLARD ALIGNMENT AND BASE REPAIR, SEE DETAIL

F4/C-502 AND BOLLARD NOTES SHEET CD101.

5. EXISTING CARBON STEEL 33MMx68MMx8MM BOLLARD

CHAIN. CLEAN AND REPAINT. MATCH EXISTING COLOR.

6. REMOVE AND REINSTALL BENCH, TRASH RECEPTACLE

AND SIMILAR REMOVABLE ITEMS AT ROSTRUM.

7. ROSTRUM REPAIR, SEE ROSTRUM REPAIR PLAN SHEET

C-503.

8. STAIRCASE WITH HANDRAIL, SEE DETAIL E6/C-504.

BOLLARD & CHAIN

TYP.

TYP.

12" GRATED INLET

CLEANOUT

MATCHLINE - SEE RIGHT

MATCHLINE - SEE LEFT

(4) B

OLL

ARDS A

T E Q. S

PACIN

G

(8) BOLLARDS AT EQ. SPACING

(4) B

OLL

ARDS A

T E Q. S

PACIN

G

(7) BOLLARDS AT EQ. SPACING

(11) BOLLARDS AT EQ. SPACING

CO

ENLARGED SITE PLAN - WALKING

PATH & ROSTRUM

C-402

TYP.4

TYP.4

ROSTRUM EXCAVATION NOTES:

1. CONTRACTOR SHALL PROVIDE AN EXCAVATION PLAN IN WRITING FOR

APPROVAL BY THE COR.

2. EXCAVATION PLAN SHALL PROVIDE THE FOLLOWING:

2.1. TEMPORARY BRACING/SHORING PLAN FOR ROSTRUM WALLS.

2.2. ALTERNATIVE EXCAVATION METHODS FOR ALL EXCAVATION

WITHIN THREE FEET (3) OF THE EXISTING WALLS.

2.3. SAFETY PLAN.

3. ALL MECHANICAL EXCAVATION SHALL BE DONE FROM INSIDE OF THE

ROSTRUM WALLS. AT NO TIME SHALL EXCAVATION TAKE PLACE FROM

OUTSIDE OF THE ROSTRUM WALL.

4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE CAUSED

TO THE ROSTRUM WALLS TO THE SATISFACTION OF THE COR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

TYP.4

CO

EX.

ADMINISTRATION

BUILDING

BLDG.

OVERHANG

R15.00'R10.00'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

0 5 10

1 INCH = 5 FOOT

KEYED NOTESKEYED NOTES

SEE SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

1. CONCRETE SIDEWALK, SEE DETAIL B5/C-501.

2. ABA RAMP, SEE SHEET C-404.

3. KNEE WALL, SEE DETAIL C4/C-502.

4. SLOTTED DRAIN PIPE, SEE DETAIL B8/C-501

5. CONNECT PROPOSED HDPE DRAIN LINE TO EXISTING

CATCH BASIN.

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

7. CONTROL JOINT, SEE DETAIL D2/C-501.

5.50'

5.00' 4.5'

ABA RAMP W/

DETECTABLE WARNING

CONCRETE

8" SLOTTED DRAIN PIPE

VARIES

A

A

1'-0"

2% MIN. SLOPE

2% MIN. SLOPE

EX.

ADMIN,

BLDG.

5' - 8"

ENLARGED SITE PLAN -

ADMINISTRATION BUILDING & PPC

KNEE WALL

C-403

5 1

4' - 0"

5' - 0"

EXPANSION JOINT

CONTROL JOINT

6 4

7 TYP.

7 TYP.

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

ADMINISTRATION BUILDING

AutoCAD SHX Text E4

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

PPC RETAINING WALL

AutoCAD SHX Text B7

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text A-A

F8

COMMITTAL

SHELTER

BIO

RKA STREET

7574 76 77 78 79

EX.

ADMINISTRATION

BUILDING

EX.

BLDG.

OVERHANG

CO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

RUNOFF DIRECTION

0 10 20

1 INCH = 10 FEET

MATCHLINE - SEE RIGHT

MATCHLINE - SEE LEFT

KEYED NOTESKEYED NOTES

SLOPE OF ASPHALT SHALL NOT

EXCEED 2% IN ANY DIRECTION IN ABA

ACCESSIBLE/PARKING AREA.

CONTRACTOR SHALL ADJUST GRADES

AS NECESSARY TO COMPLY.

C

C

EX.

ADMIN

BUILDING

5'

SLOPE 1:12 MAX

4'-6"

1'-6"

TRUNCATED DOME

TACTILE-WARNING STRIP

ROADWAY

ASPHALT

EX. CONCRETE

PATIO

SCALE: NTS

C-C ABA RAMP ELEVATIONC6

5' - 6"

1% SLOPE

SCALE: NTS

B-B ABA RAMP SECTIONB6

EX. CONCRETE

PATIO

EX. BUILDING

COLUMN

EX. BUILDING

COLUMN

GRADE AT 5:1 SLOPE TO

EXISTING GRADE

B

B

5'

6" MIN.

4"

#3 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED.

CONCRETE PAVING PER SPECIFICATION

32 05 23 MEDIUM BROOM FINISH.

1/4" RADIUS

AT EDGES

6" COMPACTED

AGGREGATE BASE

COMPACTED UNDISTURBED

EXISTING SUBGRAGE

#3 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED.

CONCRETE PAVING PER SPECIFICATION

32 05 23 MEDIUM BROOM FINISH.

1/4" RADIUS

AT EDGES

6" COMPACTED

AGGREGATE BASE

COMPACTED UNDISTURBED

EXISTING SUBGRAGE

5"

6" MIN.

4"

1. TRUNCATED DOMES, SEE DETAIL C7/C-502.

2. TURF GRASS PER SPECIFICATIONS, CONTRACTOR TO

MEET THE ELEVATION OF THE ADJACENT CONCRETE AND

GRADE TO DRAIN, SEE TURF NOTES THIS SHEET.

3. GRAVEL STRIP, SEE ARCHITECTURAL PLANS.

CONTRACTOR SHALL GRADE PROPOSED CURB

TO DRAIN TO THE EAST AND SHALL BACK FILL

BEHIND THE CURB TO DRAIN WEST.

ENLARGED GRADING PLAN -

ROADWAY IMPROVEMENTS

C-404

10' MIN.

10' MIN.

GRADE AS NEEDED TO MEET GRADE

OF NEW CURBING AND TO PROMOTE

POSITIVE DRAINAGE

TURF NOTES:

1. CONTRACTOR SHALL IRRIGATE THE TURF GRASS SOD

SHOULD IT BE NECESSARY DURING THE TURF

ESTABLISHMENT PERIOD. SEE SPECIFICATIONS FOR

ESTABLISHMENT PERIOD REQUIREMENTS.

2. CONTRACTOR SHALL MATCH THE EXISTING TURF

SPECIES, SEE SPECIFICATIONS FOR SEED MIX.

CONTRACTOR TO INSTALL AN

EXPANSION JOINT BETWEEN THE ABA

RAMP AND EXISTING CONCRETE PATIO.

DOWELS TO BE INCORPORATED WHEN

PATIO AND RAMP ARE FLUSH PER DETAIL

0' - 6"

AutoCAD SHX Text

DRAINAGE RUN - 1 PROFILE

VERT. SCALE: 1"=2'

HORIZ SCALE: 1"=10'

-0+10 0+00 0+50 1+00 1+50 2+00

0+00 1+00

46 LF

6" Corrugated HDPE Pipe @ 4.84%

47 LF

6" Corrugated HDPE Pipe @ 12.63%

59 LF

6" Corrugated HDPE Pipe @ 3.99%

9 LF

6" Corrugated HDPE Pipe @ 60.49%

G R

AT

ED

IN

LE

T #3

ST

A=

1+

TO

P=

.0

IN

V O

U T=

.9

6"

G R

AT

ED

IN

LE

T #2

ST

A=

0+

TO

P=

.4

IN

V

IN

=6 8.

IN

V

IN

=6 8.

IN

V O

U T=

.9

8"

EXISTING GRADE

PROPOSED GRADE

CLEANOUT

CLEANOUT

17 LF

6" Corrugated HDPE Pipe @ 11.42%

CLEANOUT

20 LF

6" Corrugated HDPE Pipe @ 1.14%

CLEANOUT

CLEANOUT

STAIR PROFILE PROFILE

VERT. SCALE: 1"=2'

HORIZ SCALE: 1"=10'

0+00 0+50 0+66

EXISTING GRADE

2%

2%

2.00'

2.50' 2.50'

2.50' 2.50'

3.00' 3.50'

3.50' 4.00'

4.50' 5.00'

7.00' 7.87'

6.00'

3.50'

5 12" TYP.

EX.

SHADE

STRUCTURE

GARAGE

GRATED INLET #2

GRATED INLET #3

CO

CO

TS:80.21'

BS:79.75

CO

STA:1+

STA:0+00

STA:0+50

STA:1+00

STA:1+

CO

CO

78 79

76 77 78 79

81 82

TS:80.68'

BS:80.22

TS:81.15'

BS:80.69

TS:81.63'

BS:81.17

TS:82.57'

BS:82.11TS:83.15'

BS:82.69

TS:83.65'

BS:83.19TS:84.16'

BS:83.70

TS:84.67'

BS:84.21TS:85.18'

BS:84.72

TS:85.69'

BS:85.23TS:86.21'

BS:85.75

TS:86.74'

BS:86.28TS:87.27'

BS:86.81

TS:87.82'

BS:87.36

TS:88.37'

BS:87.91

TS:88.93'

BS:88.47

TS:89.53'

BS:89.07

TS:82.10'

BS:81.64

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

0 10 20

1 INCH = 10 FEET

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

RUNOFF DIRECTION

SLOPED AT 1.5%

TOWARD DRAIN

INLET

12" GRATED INLET

KEYED NOTESKEYED NOTES

1. 12" GRATED INLET, SEE DETAIL F2/C-502.

2. CLEANOUT, SEE DETAIL F8/C-502.

3. 6" HDPE DRAIN PIPE, SEE DETAIL B8/C-501.

STAIR PROFILE ALIGNMENT

DRAINAGE RUN - 1

ENLARGED GRADING PLAN -

WALKING PATH & ROSTRUM

C-405

MATCH EX ELEVATION

TRANSITION TO 6" OF

EXPOSED WALL OR

CONCRETE

TRANSITION TO 6" OF

EXPOSED WALL OR

CONCRETE

6" EXPOSED ROSTRUM WALL

6" EXPOSED ROSTRUM WALL

HANDRAIL

TOP OF STAIRTS

BOTTOM OF STAIRBS

FINISHED GRADEFG

MATCH EXISTING GRADES AT THE

EXISTING STAIRS

CONTRACTOR SHALL FIELD VERIFY TOP ELEVATION.

CONTRACTOR SHALL ADJUST TOP ELEVATION AS

NECESSARY TO ACHIEVE DESIRED GRADES.

STAIR RISER NOTES:

1. CONTRACTOR MAY ADJUST LANDING

DISTANCES TO MATCH EXISTING

STONE ELEVATIONS.

2. STAIR RISERS SHALL NOT EXTEND

ABOVE THE EXISTING STONE

CURBING.

3. CROSS SLOPE SHALL NOT EXCEED

1%.

AutoCAD SHX Text

ADMINISTRATION

BUILDING

BLDG.

OVERHANG

GRATED INLET #2

GRATED INLET #1

EX GRATED INLET

FG:70.50'

FG:70.43'

FG:70.50'

FG:70.50'

FG:70.50'

FG:70.53'

FG:70.55'

FG:70.43'

FG:70.43'

CO

STA:0+00

STA:0+00

STA:0+50

STA:1+00

STA:1+15

DRAINAGE RUN - 2 PROFILE

VERT. SCALE: 1"=2'

HORIZ SCALE: 1"=10'

0+00 0+50 1+00 1+15

14 LF

8" Corrugated HDPE Pipe @ 0.40%

22 LF

8" Corrugated HDPE Pipe

@ 0.40%

G R

AT

ED

IN

LE

T #2

ST

A=

0+

TO

P=

.4

IN

V

IN

=6 8.

IN

V

IN

=6 8.

IN

V O

U T=

.9

8"

79 LF

8" Corrugated HDPE Pipe @ 0.40%

G R

AT

ED

IN

LE

T #1

ST

A=

0+

TO

P=

.4

IN

V

IN

=6 8.

IN

V O

U T=

.6

8"

PROPOSED GRADE

EXISTING GRADE

EX

G

R

AT

ED

IN

LE

T

ST

A=

0+

TO

P=

.8

IN

V

IN

=6 8.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

0 5 10

1 INCH = 5 FEET

KEYED NOTESKEYED NOTES

1% MAX.

CROSS SLOPE

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

RUNOFF DIRECTION

12" GRATED INLET

8" SLOTTED DRAIN PIPE

DRAINAGE RUN - 2 ALIGNMENT

1. 8" SLOTTED DRAIN PIPE @ 1" MIN. SLOPE, SEE DETAIL

B8/C-501.

2. 12" GRATED INLET, SEE DETAIL F2/C-502.

3. CLEANOUT, SEE DETAIL F8/C-502.

4. 4" SOLID HDPE GUTTER EXTENSION, 1% SLOPE

MINIMUM.

5. CONNECT TO EXISTING GRATED INLET.

ENLARGED GRADING PLAN -

ADMINISTRATION BUILDING & PPC

KNEE WALL

C-406

SLOTTED DRAIN

SLOTTED DRAIN

PERFORATED ADS

PERFORATED ADS

=1' =5'

4" GUTTER EXTENSION

CLEANOUTCO

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

ADMINISTRATION BUILDING

AutoCAD SHX Text F1

AutoCAD SHX Text

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

1/4" RADIUS

AT EDGES

6" MIN.

5"

4"

#3 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED.

SCARIFY AND RECOMPACT

6" OF SUBGRAGE

6" COMPACTED

AGGREGATE BASE

2" COMPACTED ASPHALT PER

SPECIFICATIONS

TACK COAT

SCALE: NTS

EXPANSION JOINT (TYP.)B2 SCALE: NTS

CONCRETE SIDEWALKB5

SCALE: NTS

CONTROL JOINT (TYP.)D2

SCALE: NTS

ASPHALT OVERLAYC5

SCALE: NTS

CONSTRUCTION JOINT (TYP.)D8

SCALE: NTS

SLOTTED DRAIN PIPEB8

EXISTING ASPHALT

6"

MIN.

6"

MIN.

DIAMETER

3"

MIN.

12"

PIPE

EMBEDMENT

GENERAL NOTES:

1. EXCAVATE FOR BELLS OR HUBS SO FULL

LOAD IS CARRIED BY PIPE BARRELS.

SHAPE TO FIT BELL AND

HUB, AND THOROUGHLY

COMPACT UNDER PIPE.

SEE NOTE I.

EXCAVATE TO UNDISTURBED

TRENCH BED. REPLACE WITH

BEDDING. PER

SPECIFICATION 31 20 00.

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

ENGINEERED FILL PER

SPECIFICATION 31 20 00

FINISHED GRADE

OR PAVEMENT

SCALE: NTS

UTILITY TRENCHF8

PER PLANS

WARNING TAPE PER

SPECIFICATION 33 10 00

& 33 40 00

COMPACTION ELEVATION

4" - 12" RECESS INTO

FINISHED PAVEMENT

ALUMINUM SLOT

RISER WITH

STEEL GRATING

"C" PERFORATED

ADS N-12 HDPE

CLEAN STONE FILL

WRAPPED IN FABRIC

LINED TRENCH

COMPRESSIVE

STRENGTH CONCRETE

6" MINIMUM

COMPACTED

AGGREGATE BASE

8"

15" MIN

32.5" MAX

6" MIN

2% MIN.

SLOPE

2% MIN.

SLOPE

5"

SCARIFY AND RECOMPACT 6"

OF SUBGRADE

CONCRETE PAVING PER SPECIFICATION

32 05 23 MEDIUM BROOM FINISH.

DETAILS - SITE

C-501

16"

9"

6"

R= 34"

R= 14"

6"

ASPHALT PAVING

EXPANSION JOINT FILLER

GENERAL NOTES:

1. JOINT SHALL BE TOOLED.

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

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

#4 REBAR

CONTINUOUS

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.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

1/4" R

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

SCALE: NTS

CONCRETE CURBINGF2

6" MINIMUM

COMPACTED

AGGREGATE BASE

FINISHED GRADE

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE A FRESH

SAW CUT PRIOR TO PAVING.

2. ASPHALT OVERLAY SHALL BE 2" MINIMUM.

3. ALL EXPOSED SUBGRADE AND BASE

COURSE SHALL BE COMPACTED PER

SPECIFICATIONS.

SCALE: NTS

FULL DEPTH ASPHALT PAVINGD5

2" ASPHALT SURFACE COURSE

2" ASPHALT BINDER COURSE

SUBGRADE TO BE SCARIFIED, MOISTURE

CONDITIONED TO A 95% DENSITY BY

MODIFIED PROCTOR MAXIMUM DRY

DENSITY.

TACK COAT BETWEEN

SURFACE AND BINDER

COURSE

PRIME COAT BETWEEN

BINDER COURSE & GAB

6" COMPACTED AGGREGATE BASE

VARIES, CONCRETE TO

EXTEND TO SPRINGLINE

TWO ROWS

OF #3 REBAR

CONTINUOUS

1/2"

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

34"

SEE GENERAL

NOTE #4

28"

EXISTING BURIAL

SECTION ELEVATION

EXISTING SIDEWALK ELEVATION

SCALE: NTS

KNEE WALLC4

CONTINUOUS #4 REBAR

PLACE 12" O.C.

MINIMUM OF 2 ROWS.

4" MIN.

6" MAX.

#5 REBAR W/ STANDARD

HOOK @ 12" O.C.

1" PVC WEEP HOLE @ 5'

O.C. PLACED 1" ABOVE

FINISHED GRADE

8"

COMPACTED

SUBGRADE PER

SPECIFICATIONS

#4 REBAR @ 12" O.C.

GENERAL NOTES:

1. CONTRACTOR SHALL MATCH THE EXISTING GRADES OF THE

EXISTING BURIAL SECTION

2. CONTRACTOR SHALL PROVIDE KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS

3. 6" STONE VENEER CONSISTS OF 4" STONE, 11

2" MORTAR AND

WALL TIES.

4. WALL ELEVATION TO REMAIN CONSTANT AT 24" ABOVE

SIDEWALK AND SHALL TRANSITION TO 12" ABOVE SIDEWALK

OVER THE FINAL 5' OF WALL TO THE SOUTH.

3" CLR

4" DRAINAGE

AGGREGATE WITH

FILTER FABRIC

GENERAL NOTES

1. PIPE AND FITTINGS, EXCEPT

AS OTHERWISE SHOWN,

SHALL BE PVC PLASTIC PIPE

2. THE ACCESS FRAME,

COVER AND CAP SHALL BE

CAST IRON. CAST OUT OR

MAY BE BLOCKED OUT

PRIOR TO CASTING; THEY

SHALL NOT BE PUNCHED OR

DRILLED OUT.

RISER SHALL BE

4" SOLID PVC

DIAMETER

INSTALL CAP AND GLUE IF

TERMINAL CLEANOUTS.

INSTALL PIPE IF IN-LINE

CLEANOUTS.

INVERT ELEVATION PER PLAN

FINISH GRADE

THREAD SHIELD

REMOVABLE AFTER SLAB

IS POURED

WYE

SPECIFIED PIPE PER PLAN

SCALE: NTS

CLEAN OUT DETAILF8

CONCRETE COLLAR W/ 12"

DIAMETER AND 8" THICK WITH

2" RADIUS

8" MIN.

12" MIN.

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" MIN WIDTH

8"

6"

12" MIN

SEE PLANS

OUTLET ADAPTER

GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND COMPACT 12" OF SUBGRADE PER SPECIFICATION 31 20 00.

2. CONTRACTOR SHALL BACKFILL WITH DRAINAGE ROCK WRAPPED IN FILTER FABRIC TO 12"

ABOVE THE UPPER MOST PIPE.

3. CONTRACTOR SHALL DRILL 12" DIAMETER HOLES SPACED AT 9" O.C. IN A CYLINDRICAL

PATTERN FROM THE BOTTOM OF THE STRUCTURE TO 6" ABOVE THE UPPER MOST PIPE.

18" MINIMUM

SCALE: NTS

AREA DRAIN (TYPE 2)F5

12" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

NYLOPLAST DRAIN BASIN

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

1/2" WASHED DRAINAGE

ROCK WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

SCALE: NTS

BOLLARD PADF4

2'-6" MIN.

30"Ø BASE FILLED WITH

CONSOLIDATED #57

DRAINAGE AGGREGATE

EXISTING

BOLLARD

BO

LL

AR

D

E M

BE

D

M

EN

T

TO

M

AT

C H

E

XI

ST

IN

G

STONE VENEER TO MATCH

EXISTING PILASTERS

6"

3"

6"

NEW SIDEWALK

9"

8" MIN. EMBEDMENT

4" TOPSOIL

30" MIN

#57 STONE WRAPPED IN

FILTER FABRIC

BACKFILL AROUND

BOLLARD WUTH 57 STONE

DRAINAGE AGGREGATE

3 ROWS OF EQUALLY SPACED

CONTINUOUS #4 REBAR,

MUST BE SUPPORTED ON

REINFORCEMENT BAR

CHAIRS WHEN INSTALLED

6"

SCALE: NTS

ACCESSIBLE PARKING SIGNF1

SLOPE TOP

OF CONCRETE

4000 P.S.I.

P.C. CONCRETE

2" GALVANIZED STEEL SIGN POST

1'-6"

2'

6' -8

M

IN

18" MIN. EMBEDMENT

12"

4" TRAFFIC YELLOW BOLLARD

FILLED WITH CONCRETE.

ACCESSIBLE PARKING SIGN (MESSAGE

LAYOUT B) PER NCA DESIGN GUIDE

PG18-10 DESIGN MANUAL

10" MINIMUM HEIGHT

TEXT SHALL BE 2" TALL.

GRAPHICS SHALL BE SURFACE APPLIED VINYL

TEXT: WHITE

BACKGROUND: HANDICAP BLUE

10"

EXPANSION JOINT WITH SEALANT

2"x4" KEYWAY, CONTINUOUS

ENGINEERED FILL

MIN. 12" DEEP

UNDER FOOTING

SCALE: NTS

TRUNCATED DOMESC7

DETAILS - SITE

C-502

12" OF COMPACTED AGGREGATE

BASE ABOVE UNDISTURBED

EXISTING SUBGRADE

2" MORTAR

VARIES

2' MIN.

3"

3" MAX

4" X 8" TRUNCATED DOMES PAVERS SHALL

HAVE INTEGRATED COLOR AND SHALL BE

WET OR MORTAR SET PER

MANUFACTURER WRITTEN INSTRUCTIONS

GENERAL NOTES:

1. CONTRACTOR SHALL INSTALL TRUNCATED DOME PAVERS PER

MANUFACTURERS WRITTEN SPECIFICATIONS.

2. CONTRACTOR SHALL SUBMIT COLOR SAMPLES FOR APPROVAL

PRIOR TO INSTALLATION.

3. CONTRACTOR SHALL INSTALL DOMES FROM EDGE OF CONCRETE

TO EDGE OF CONCRETE. THE GAP BETWEEN THE DOMES AND THE

EDGE OF THE CONCRETE SHALL NOT EXCEED 3".

4. PAVERS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:

4.1. AVG. COMPRESSION - 28,000 PSI AVERAGE.

4.2. COLOR - CLARET CLEAR (BROWN)

5. WHERE TRUNCATED DOMES ARE TO BE INSTALLED ON EXISTING

CONCRETE SIDEWALK. CONTRACTOR SHALL REMOVE THE

SIDEWALK AT THE NEAREST JOINTS FOR INSTALLATION.

6. CONTRACTOR SHALL PROVIDE 10 ADDITIONAL PAVERS TO THE

CEMETERY FOR FUTURE USE.

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

GROUND/PAVING

Van Accessible

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

SCALE: NTS

ROSTRUM REPAIR PLAND5

5" REINFORCED CONCRETE PER DETAIL B5/C-501

EPS GEOFOAM WITH A MINIMUM

COMPRESSIVE RESISTANCE OF

15 PSI @ 1% DEFORMATION

DRAINAGE FILL

PER SPECIFICATIONS

UNDISTURBED EXISTING SUBGRADE

NON-WOVEN GEOTEXTILE

FILTER FABRIC

EXISTING CONCRETE WALL

5"

3'-0"

0'-4" MIN

6"

1% MIN. 2% MAX

A

A

SECTION A-A

PLAN VIEW

6" HDPE DRAINAGE

PIPE, SEE DRAINAGE

PLANS FOR INVERTS.

DRAINAGE

INLET

8"

EXISTING FINISHED GRADE

KEYED NOTES

SCALE: NTS

CONEX LAYOUTF4

20'-0" 19'-4"

8'-0"

7'-6"

DETAILS - SITE

C-503

6"

1"

CLEAN DEBRIS FROM

EXISTING WEEP HOLES

2' MINIMUM

8' MAXIMUM

EXCAVATION NOTES:

1. CONTRACTOR SHALL USE

EXTREME CAUTION WHILE

EXCAVATING AROUND THE

RETAINING WALL.

2. CONTRACTOR IS RESPONSIBLE

FOR ANY DAMAGED CAUSED TO

THE EXISTING RETAINING WALL.

3. CONTRACTOR SHALL USE

ALTERNATIVE EXCAVATION

METHODS WHEN EXCAVATING

WITHIN 3' OF THE EXISTING

RETAINING WALL.

3.1. CONTRACTOR SHALL

PREPARE AND SUBMIT AND

EXCAVATION PLAN AND

SUBMIT TO THE NCA FOR

APPROVAL PRIOR TO

EXCAVATION.

NON-DOWELED EXPANSION

JOINT WITH SEALANT.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 1

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

SITKA NATIONAL CEMETERY -

CORRECT FCA DEFICIENCIES

Sitka, AK

905CM3010

N/A

01/28/2025Revisions: Date: Sheet of 40

JVSF

N/A

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

504-684-4408; JORDAN VANDERMEER

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025

1'-1" TYP.

3" MIN.

6"

5.5" TYP.

DOWELED EXPANSION

JOINT PER DETAIL

B2/C-501

2- #4 REBAR CONT

#4 REBAR @ 12" O.C. EACH WAY

CONCRETE PER

SPECIFICATIONS

3- #4 REBAR CONT.

7 1/2" MIN.

#4 TYP ALL STEPS

1'-6"

VARIES

2" MIN.

6"

1'-0"

MATCH EXISTING STAIRS

5.5" TYP.

DOWELED EXPANSION

JOINTS SHALL BE

PLACED AT INTERVALS

NOT EXCEEDING 6

STEPS.

CONCRETE PER

SPECIFICATIONS

2- #4 REBAR

SCALE: NTS

WALKWAY STAIRSB6

DOWELED EXPANSION

JOINT PER DETAIL

B2/C-501

2 - #4 TYP ALL STEPS

5" MIN.

#4 REBAR @ 12" O.C. E.W.

#4 REBAR @ EACH BEND

#4 REBAR @ 12" O.C. E.W.

6" MIN.

MEDIUM BROOM

FINISH

R1/4"

EXISTING 4" STONE HEADER

EXISTING 2" MORTAR

EXISTING 6" CONCRETE

FOOTER 6" OF BASE COURSE AGGREGATE

PER SPECIFICATIONS

CONCRETE STAIR CASE

UNDISTURBED EXISTING SUBGRADE

5.00'

EXISTING STONE HEADER

VARIES.

0" TO 5 12"

1.0% MAX

2.0%

A

A

SECTION A-A VIEW

PROFILE VIEW

DETAILS - SITE

C-504

SCALE: NTS

STAIRCASE WITH HANDRAILE6

1'-0"

MATCH

EX. STAIRS

9 12 "

EXISTING CONCRETE

RISER CURB

1'-6" TYP.

B

B

2'-10"

12"

1' - 1"

STAINLESS STEEL PIPIE

HANDRAIL TO MATCH EXISTING;

1 12" O.D. X 0.125 THICKNESS

9" TYP.1'-0"

9 12" MIN.

8" 5' - 0" 8"

CURB RISER

#4@ 12" O.C. E.W.

#4 @ 12" O.C. E.W.

SECTION B-B VIEW

PROFILE VIEW

6" OF BASE COURSE AGGREGATE

PER SPECIFICATIONS

UNDISTURBED EXISTING SUBGRADE

CONCRETE STAIRS

2 12" SLEEVE FOR HANDRAIL POSTS, 9" MINIMUM EMBEDMENT.

CONTRACTOR TO BEND REBAR AS NECESSARY FOR SLEEVE

PLACEMENT

#4 TYP ALL STEPS

CONTRACTOR…