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

SITE LOCATION MAP

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SITE LOCATION AND ACCESS MAP

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SHEET

NO.

DRAWING

NO. SHEET TITLE

1 G-001 COVERSHEET

DEPARTMENT OF VETERANS AFFAIRS

SITKA NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

VOLUME 2

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 TREE PROTECTION BARRICADES

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. THIS INCLUDES STAGING AREA

AND LAYDOWN AREAS.

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

504-684-4413

GEOTECHNICAL ENGINEER

HDL ENGINEERING CONSULTANTS, LLC

ANCHORAGE, AK 99503

CONTACT: DOUG SIMON

DSIMON@HDLALASKA.COM

907-564-2120

SITE OWNER

VA NCA

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

SITKA NC

SAWMILL CREEK

BLVD (S-933)

C-101

INDIAN

RIVER RD

DE GROFF RD

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FF

D

AV

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SITKA NATIONAL

CEMETERY

SITKA NC

CRESCENT

BAY

HARBOR

DR (F

99)

LINCOLN ST

LAKE ST

SAWMILL CREEKBLVD (S-933)

BIORKA ST

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C-102

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ER

S

LN

GEODETIC WAY

SAWMILL CREEKBLVD (S-933)

GC101 EROSION & SEDIMENTATION CONTROL PLAN & DETAILS

SLOPE REHABILITATION SITE PLAN

SLOPE REHABILITATION GRADING PLAN & PROFILES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 2

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 4

JVSF

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025504-684-4408; JORDAN VANDERMEER

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

G-001

COVER

SAWMILL CREEK ROAD(S-933)

EX. 4" CONC. PAVING

EX.

GRAVEL

EX. STONE

PAVING

EX. 4" CONC. PAVING

EX.

TURF

EX.

TURF

EX.

TURF

SI

ST

ER

S

LA

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RKA STREET

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KEYED NOTES

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

1. STRAW WATTLE, SEE DETAIL THIS SHEET.

2. TREE PROTECTION, SEE DETAIL THIS SHEET.

3. CONSTRUCTION ENTRANCE, SEE DETAIL THIS SHEET.

4. CONSTRUCTION STAGING AREA, SEE NOTES THIS SHEET.

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

STRAW WATTLE

0 20 40

1 INCH = 20 FEET

GC101

EROSION & SEDIMENTATION

CONTROL PLAN & DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 2

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 4

JVSF

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025504-684-4408; JORDAN VANDERMEER

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

EXISTING HEADSTONE

12" MIN

1 18" X 1 18" WOODEN STAKE

OR APPROVED EQUAL

9" DIA. STRAW WATTLEGENERAL NOTE:

1. WATTLE SHALL BE PLACED AT

THE TOE OF ALL EXPOSED

SLOPES. WATTLES MAY BE

REMOVED AFTER THE

ESTABLISHMENT OF TURF

GRASS.

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 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'

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STRAW WATTLE

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TREE PROTECTION FENCE

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CONSTRUCTION ENTRANCE

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C-101

SLOPE REHABILITATION SITE

PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 2

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 4

JVSF

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025504-684-4408; JORDAN VANDERMEER

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

6.6

4'

76.18'

49.61'

50.40' 13.17'

83.82'

12.91'

26.19'

20.79'

9.4 1'

.47

28.24'

A

A

B

B

KEYED NOTESKEYED NOTES

SEE VOLUME 1 SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

1. SLOPE REHABILITATION MAT. GEOWEB ® GEO GEOCELL,

OR APPROVED EQUAL. (≈8,700 SF), SEE GEOWEB NOTES

THIS SHEET.

2'-0"

2'-0"

AS R

EQUIR

ED

FINISHED GRADE

EXISTING HEADSTONE

EXISTING HEADSTONE

EXISTING UNDISTURBED SUBGRADE

1'-0"

1'-0"

TOP SOIL, CONTRACTOR SHALL

RE-USE EXISTING

GEOWEB OR APPROVED EQUAL

2'-6"

AS R

EQUIR

ED

FINISHED GRADE

EXISTING HEADSTONE

1'-0"

TOP SOIL, CONTRACTOR

SHALL RE-USE EXISTING

GEOWEB OR APPROVED EQUAL

GEOWEB NOTES

1. SLOPE REHABILITATION MAT SHALL BE GEOWEB® GEO

GEOCELL OR APPROVED EQUAL.

2. MAT SHALL MEET THE FOLLOWING REQUIREMENTS:

2.1. CELL DEPTH: 6" MINIMUM

2.2. CELL SIZE 11"X12" MINIMUM

2.3. SHORT TERM PEEL STRENGTH: 480 LBS MINIMUM

2.4. SHEET THICKNESS: 50 MM MINIMUM

2.5. STRESS CRACK RESISTANCE: >5,000 HRS

SCALE: NTS

GEOWEB INSTALLATIONF2 SCALE: NTS

GEOWEB TENDON LOCATIONSF4 SCALE: NTS

GEOWEB EARTH ANCHORF7

SCALE: NTS

TYPICAL B-B HEADSTONE SETBACKSB8

SCALE: NTS

TYPICAL A-A HEADSTONE SETBACKSC9

FINISHED GRADE

GEOWEB GEO CELLS INSTALLED

PER NOTES AND DETAILS THIS

SHEET

6" COMPACTED TOPSOIL

UNDISTURBED SUBGRADE

NON-WOVEN GEOTEXTILE FABRIC

SCALE: NTS

TYPICAL A-A HEADSTONE SETBACKSB5

NOTES:

1. CONTRACTOR INSTALLER SHALL TAKE THE CERTIFIED

TRAINING COURSE PROVIDED FREE OF CHARGE BY THE

MANUFACTURER (TWO (2) HOURS IN LENGTH)

2. GEOWEB SHALL BE INSTALLED ON UNDISTURBED

SUBGRADE.

2.1. SHOULD DISTURBANCE OF THE SUBGRADE OCCUR,

CONTRACTOR SHALL COMPACT TO 85% STANDARD

PROCTOR.

3. GEOWEB CELLS SHALL BE INFILLED WITH GRAVEL FILL

MEETING THE REQUIREMENTS OF AKDOT SECTION

703-2.07 FOR SELECTED MATERIAL, TYPE B WITH A

MAXIMUM AGGREGATE SIZE OF TWO (2) INCHES IN

DIAMETER.

4. GEOWEB SHALL BE ANCHORED PER DETAILS THIS SHEET.

5. GEOWEB SHALL HAVE THREE TENSION TENDONS

INSTALLED PER DETAILS THIS SHEET.

GEOWEB

6" PVC STORM DRAIN PIPE

8" DOME TOP INLET

CLEANOUTCO

PHASING & INSTALLATION NOTES

1. CONTRACTOR SHALL DEVELOP A PHASING PLAN IN WRITING FOR APPROVAL PRIOR TO STARTING LAND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL PROVIDE THE CEMETERY DIRECTOR 14-DAYS NOTICE PRIOR TO INSTALLATION.

3. CONTRACTOR SHALL DEVELOP AN INSTALLATION PLAN IN WRITING FOR APPROVAL PRIOR TO STARTING LAND

DISTURBING ACTIVITIES RELATED TO THE SLOPE REHABILITATION MAT.

4. INITIAL INSTALLATION SHALL BE APPROXIMATELY 1,000 S.F. OF SLOPE REHABILITATION MAT ALONG THE NORTH SLOPE TO THE EAST OF THE ROSTRUM. ADDITIONAL INSTALLATION SHALL TAKE PLACE ONLY AFTER

APPROVAL BY THE COR OF THE INITIAL 1,000 S.F.

4.1. CONTRACTOR SHALL INSTALL THREE (3) ANCHORS AND PERFORM A PULL-OUT TEST TO ESTABLISH

MINIMUM EMBEDMENT DEPTH.

4.2. PULL- OUT TEST SHALL MEET THE MINIMUM REQUIREMENTS PLUS A FACTOR OF SAFETY OF 1.40.

4.3. ANCHORS EMBEDMENT DEPTH SHALL NOT EXCEED THREE (3) VERTICAL FEET.

4.4. ANCHORS SHALL NOT BE PLACED WITHIN INTERNMENT AREAS AND WILL REQUIRE EXTENDED TENSION

CABLE TO AVOID THESE AREAS. SEE DETAIL C9 THIS SHEET.

4.5. CABLE SHALL BE STAINLESS STEEL.

4.6. CABLE SHALL NOT BE PLACED WITHIN 12" OF HEADSTONES.

5. ALL EXCESS SPOILS SHALL BE PLACED IN A STOCKPILE WITHIN THE CEMETERY PROPERTY FOR RE-USE.

TURF INSTALLATION NOTES

1. CONTRACTOR SHALL RE-USE THE EXISTING TURF GRASS OR UTILIZE A HYDROSSED MIX.

2. CONTRACTOR MAY HYRDOSEED WITH A KENTUCKY BLUE GRASS (SEE SPECIFICATIONS FOR SEED MIX) ON ALL EXPOSED SOIL SHOULD THE RE-USE OF EXISTING TURF NOT BE POSSIBLE OR SUFFICIENT FOR FULL

COVERAGE.

2.1. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL AND REPAIRS DUE TO RAINFALL EVENTS

DURING THE TURF ESTABLISHMENT PERIOD.

3. THE CEMETERY DOES NOT HAVE ACTIVE IRRIGATION, CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED

WATERING (SHOULD IT BE NECESSARY) DURING TURF ESTABLISHMENT PERIOD.

4. CONTRACTOR SHALL ENSURE HYDROSEED DOES NOT COMES IN CONTACT WITH HEADSTONES.

3 1/4" DIA. CAST ALUMINUM DOMED-TOP

MONUMENT MARKER W/ PLASTIC INSULATOR

W/ HEX SOCKET TO RECEIVE REBAR

FIELD-INCISED HAIRS ON CAP;

CROSS-HAIRS SHALL BE PARALLEL &

PERPENDICULAR TO THE GRAVESITE

GRIDLINES & PRECISE TO ±0.005'

REQUIRED TEXT

ENGRAVED ON CAP,

TYP.

DOMED TOP

PLASTIC INSERT

INTEGRAL MAGNET

COMPACTED APPROVED FILL OR

NATIVE EARTH

SMOOTH-TROWEL FINISH TOP

SURFACE, ENSURING POSITIVE

DRAINAGE

MONUMENT MARKER

(PROTECT VISIBLE SURFACES DURING

PLACEMENT INTO CONCRETE)

1'-0" LENGTH OF #6 STEEL REBAR,

FIRMLY SECURED TO MONUMENT

MARKER; SET INTO CONC.

MONUMENT BASE

GAP AROUND PVC PIPE &

SURROUNDING EARTH SHALL BE

FILLED W/CONCRETE TO WITHIN 4"

OF FINISH GRADE

8" PVC PIPE FILLED W/3,500 PSI

CONCRETE @ 28 DAYS

MONUMENT MARKER

CONCRETE BASE

EDGE OF MONUMENT MARKER SHALL

BE NO CLOSER THAN 1" TO OUTSIDE

EDGE OF CONCRETE

FINISH

GRADE

SET

FLUSH

WITH

N A

T

I O NA L C EME T ER

Y

S

LO

P E

MON I TOR I NG MONUM

E

N T

SCALE: NTS

SLOPE MONITORING MONUMENTSD6

MONUMENT NOTES

1. CONTRACTOR SHALL INSTALL

EIGHT MONITORING MONUMENTS

AT LOCATIONS DETERMINED IN THE

FIELD BY THE COR.

2. CONTRACTOR SHALL PROVIDE

SURVEY NORTHING AND EASTINGS

FOR EACH MONUMENT FOR SLOPE

MONITORING .

INITIAL INSTALLATION AREA, SEE

PHASING NOTE THREE THIS SHEET.

ANCHOR TENDON

ANCHOR

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1" MIN

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1 1/2"

SAWMILL CREEK ROAD(S-933)

BIO

RKA STREET

CO

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DT INLET #1

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TAPERD END SECTION #1

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VERT. SCALE: 1"=4'

HORIZ SCALE: 1"=20'

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8" PVC

@ 6.82%

36 LF

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@ 9.00%

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25 LF

6" PERFORATED PVC

@ 2.00%

36 LF

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@ 9.00%

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8" PVC

@ 6.81%

60 LF

8" PVC

@ 6.81%

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6" PVC

@ 5.00%

13 LF

6" PVC

@ 18.15%

7 LF

6" PVC

@ 18.09%

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6" PVC

@ 18.06%

DRAIANGE RUN - 2.0 PROFILE

VERT. SCALE: 1"=4'

HORIZ SCALE: 1"=20'

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@ 13.50%

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@ 13.50%

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6" PVC

@ 13.50%

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0 20 40

1 INCH = 20 FEET

C-102

SLOPE REHABILITATION

GRADING PLAN & PROFILES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

VOLUME 2

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 4

JVSF

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/28/2025504-684-4408; JORDAN VANDERMEER

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

KEYED NOTESKEYED NOTES

SEE VOLUME 1 SURVEY SHEET FOR EXISTING CONDITIONS LEGEND

LEGEND AND SYMBOLS

1. PVC STORM DRAIN.

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.

DRAINAGE

AGGREGATE WITH

FILTER FABRIC

FINISHED GRADE

PERFORATED 6" PVC

PVC RISER

8" DOME TOP CAST-IRON GRATE,

NYLOPLAST 0899CGD OR

APPROVED EQUAL

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.

THE FINGER

HOLES MAY BE

DRILLED OUT OR

MAY BE BLOCKED

OUT PRIOR TO

CASTING; THEY

SHALL NOT BE

PUNCHED 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 DETAILF9

CONCRETE COLLAR W/ 12"

DIAMETER AND 8" THICK WITH

2" RADIUS

8" MIN.

12" MIN.

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

COMPACTED BEDDING PER SPECIFICATION 31 20 00

ENGINEERED FILL PER

SPECIFICATION 31 20 00

FINISHED GRADE OR PAVEMENT

SCALE: NTS

UTILITY TRENCHD9

12" MINIMUM

WARNING TAPE PER SPECIFICATION

33 10 00 & 33 40 00

1'-8"

2'-6" MIN.

4"8" PVC

SLOPED TO MATCH

SURROUNDING GRADE

SCALE: NTS

TAPERED END SECTIOND5

1'-0" MIN.

6" MIN.

COMPACTION ELEVATION

SCALE: NTS

DOME TOP INLETF5

EXISTING WALL

6" M

IN

6" 2.

5' M

IN

DRAINAGE RUN - 1.0

DRAINAGE RUN - 2.0

GENERAL NOTES:

1. CONTRACTOR MAY ADJUST ROUTING AS NECESSARY TO

AVOID EXISTING OBSTRUCTIONS.

2. CONTRACTOR SHALL SUBMIT FOR APPROVAL THE

PROPOSED ROUTING.

3. DRAINS SHALL MAINTAIN A MINIMUM SLOPE OF 2%.

4. CONTRACTOR SHALL RECORD ALL CHANGES IN

ALIGNEMNT AND GRADE AND PROVIDE AS-BUILT

DRAWINGS TO THE NCA.

GEOWEB

6" PVC STORM DRAIN PIPE

8" DOME TOP INLET

CLEANOUTCO

SEE ENLARGEMENT THIS SHEET

#4 REBAR EW

MH