36C78620B0006-006.pdf

B STREET SO.

D STREET SO.

SO

UT

H 5T

H

ST

SO

UT

H 7T

H

ST

6T

H ST

RE

ET

SO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A Project Director

Revisions: Date:

BID DOCUMENTS

APRIL 03, 2020

COVER SHEET

G-001

RHC MAG

GRAVESITE TABULATION/ YIELD

SECTION QTY. TYPE

BID DOCUMENTS

INDEX OF DRAWINGS

G-001 COVER SHEET

G-002 GENERAL NOTES

V-101 EXISTING CONDITIONS SURVEY

B-101 GEOTECHNICAL BORING LOGS FOR EXPANSION

CD101 DEMOLITION PLAN

C-101 EROSION CONTROL PLAN

C-501 EROSION CONTROL DETAILS

CS101 OVERALL BURIAL PLAN

CS102 PPC BURIAL SECTION 31 SECTION & CONTROL MARKERS

CS103 IGC BURIAL SECTION 29 SECTION & CONTROL MARKERS

CS104 BURIAL SECTION 31 CRYPT NUMBERING

CS105 BURIAL SECTION 29 IGC NUMBERING

CS107 SIGNAGE PLAN & DETAILS

CS501 CONTROL & SECTION MARKER DETAILS

CG101 OVERALL GRADING PLAN

CG102 COLUMBARIUM GRADING

CG301 PAVING TYPICAL SECTIONS

CG502 CRYPT DETAILS

CG503 CRYPT DETAILS

CP101 ROADWAY OVERALL VIEW

CP102 WEST DRIVE PLAN & PROFILE

CP103 SOUTH DRIVE PLAN & PROFILE

CP104 SOUTH 6TH STREET PLAN & PROFILE

CP105 COLUMBARIUM PARKING DIMENSION PLAN

CU101 OVERALL STORM DRAIN PLAN

CU102 SWS LINE 1 & 1A PLAN & PROFILE

CU103 SWS LINE 2 & 3 PLAN & PROFILE

CU104 CRYPT UNDERDRAIN

CU105 COLUMBARIUM UNDERDRAIN

CU501 SWS DETAILS

CU502 SWS DETAILS

AY101 COLUMBARIUM PLAZA PLAN FUTURE AND PROPOSED

AY102 COLUMBARIUM WALL ELEVATIONS AND PLANS

AY301 COLUMBARIUM WALL SECTIONS

AY501 COLUMBARIUM WALL DETAILS

LI101 IRRIGATION PLAN

LI501 IRRIGATION DETAILS

LI502 IRRIGATION DETAILS

LP101 PLANTING PLAN

S000 STRUCTURAL NOTES

S100 COLUMBARIUM FOUNDATION PLAN

S200 COLUMBARIUM FOUNDATION DETAILS

2,040 3' x 7' - 7

"PPC

IGC

1,515 4' x 4'29

TOTAL PPC

TOTAL IGC

TOTAL BURIALS

2,040

1,515

4,835

TOTAL ACREAGE DEVELOPMENT 4.1 ACRES

NICHES

1,280

" x 15" x 20" 26 & 28

TOTAL NICHES 1,280

VICINITY MAP

LOCATION MAP

Department of

Veterans Affairs

National Cemetery Administation

BURIAL EXPANSION

Project Number 847CM3019

522 Garland Avenue and South 6th Street

Ft. Smith, AR 72901

FORT SMITH NATIONAL CEMETERY

PROJECT BOUNDARY

SITE MAP

SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.

NORTH NORTH NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

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

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

GENERAL NOTES

G-002

JWCKK

1-800-344-8377

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A Project Director

Revisions: Date:

BID DOCUMENTS

APRIL 03, 2020

SURVEY FOR EXPANSION

V-101

RHC MAG

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

P

M

National Cemetery

Administration

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A Project Director

Revisions: Date:

BID DOCUMENTS

APRIL 03, 2020

GEOTECHNICAL BORING LOGS

FOR EXPANSION

B-101

RHC MAG

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

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

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

DEMOLTION PLAN

CD101

JWCKK

SCALE: 1"=40'

40 800

S O

U T

H

T

H

S

T R

E E

T

S O

U T

H

T

H

S

T R

E E

T

SOUTH "B" STREET

SOUTH "D" STREET

X X X X X X X

TREE REMOVAL (TYP.)

REMOVE 91 L.F. OF

EXISTING CURB & GUTTER

REMOVE 91 L.F. OF

EXIST. CURB & GUTTER

REMOVE 77 L.F. OF

EXISTING CURB & GUTTER

SAWCUT & REMOVE

PORTION OF EXISTING

BRICK ACCESS DRIVE

REMOVE & RETAIN 890 L.F.

OF EXISTING FENCE

(SEE NOTE 2, THIS SHEET)

REMOVE 196 L.F. OF

EXIST. CURB & GUTTER

SAW CUT & REMOVE 446 S.Y. OF

EXISTING ASPHALT PAVEMENT

REMOVE APPROX. 20 L.F. OF EXISTING

FENCE TO THE NEAREST POST AND

STORE ON-SITE FOR REINSTALLATION

FOLLOWING COMPLETION OF

CONSTRUCTION ACTIVITY. INSTALL

TEMPORARY GATE FOR USE DURING

CONSTRUCTION.

S O

U T

H

T

H

S

T R

E E

T

FENCE REMOVAL

PAVEMENT REMOVAL

LEGEND

CURB REMOVAL

TREE REMOVAL

X

BENCHMARKS

BM 1 TOP OF FIRE HYDRANT

N = 390407.57, E = 588937.28

ELEV. = 440.94

BM 2 EXISTING RR SPIKE

N = 389699.47, E = 588886.15

ELEV. = 440.25

BM 3 TOP OF FIRE HYDRANT

N = 389738.59, E = 588241.86

ELEV. = 440.52

BM 4 TOP OF FIRE HYDRANT

N = 390439.29, E = 588282.46

ELEV. = 441.28

CONTROL POINTS

CP 1 1/2" IRON PIN

N = 389961.22, E = 588699.02

ELEV. = 442.54

CP 2 1/2" IRON PIN

N = 390400.91, E = 588239.46

ELEV. = 438.40

CP 3 1/2" IRON PIN

N = 390409.32, E = 588764.18

ELEV. = 439.80

N

BRICK ENTRY REMOVAL

ASPHALT REMOVAL

SEE DETAIL 1

SEE

DETAIL 2

SAWCUT AT C/L OF ROAD.

MILL & OVERLAY 1" OF

EXISTING PAVEMENT

1" MILL & OVERLAY

EXISTING INLETS TO REMAIN.

CONTRACTOR TO PROTECT

INLETS DURING CONSTRUCTION.

XX

REMOVE EXISTING CONCRETE PAD

CONSTRUCTION

STAGING AREA

CONSTRUCTION TRAFFIC FLOW

REMOVE & RELOCATE

EXISTING SECTION MARKER

(SEE NOTE 1, THIS SHEET)

REMOVE & RELOCATE

EXISTING SECTION MARKERS

(SEE NOTE 1, THIS SHEET)

STABILIZED CONSTRUCTION

ENTRANCE

INSTALL 400 L.F. OF

RELOCATED FENCE

(SEE NOTE 2, THIS SHEET)

CONSTRUCTION ENTRANCE

NOTES:

1. RELOCATE EXISTING SECTION MARKERS TO EDGE OF

APPROPRIATE SECTION. CONTRACTOR TO COORDINATE

WITH RESIDENT ENGINEER FOR EXACT LOCATION.

2. RELOCATE 400 L.F. OF REMOVED FENCE ALONG SOUTH

EDGE OF CONSTRUCTION (AS SHOWN ON THIS SHEET).

COORDINATE WITH RESIDENT ENGINEER ON HANDLING

OF REMAINING 490 L.F. OF REMOVED FENCE.

TREE PROTECTION

TREE PROTECTION

(SEE DETAIL 1,

SHEET C-501)

TREE PROTECTION

(SEE DETAIL 1,

SHEET C-501)

IP

IP

IP

IP

IP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

National Cemetery

Administration

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

PROJECT MANAGER STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

BURIAL EXPANSION

FORT SMITH, ARKANSAS

847CM3019

N/A

BID DOCUMENTS

APRIL 3, 2020

N

SCALE: 1"=40'

40 800

GAS LINE

LEGEND

EXIST. CONTOUR

PROP. CONTOUR

WATERLINE

SANITARY SEWER

STORMWATER SEWER

SILT FENCE / FABRIC ANCHOR

LIMITS OF CONSTRUCTION

UNDERGROUND ELECTRICAL

FIBER OPTIC CABLE

FLOW ARROW

BACK OF CURB PROTECTION

IP

AREA INLET PROTECTION

STABILIZED CONSTRUCTION ENTRANCE

CURB INLET PROTECTION

SEC. 29

SEC. 31

PROPOSED STORM SEWER

PROPOSED STORM SEWER

PROPOSED STORM SEWER

S O

U T

H

T

H

S

T R

E E

T

SOUTH "B" STREET

S O

U T

H

T

H

S

T R

E E

T

EROSION CONTROL PLAN

C-101

DMLKK

CONSTRUCTION ENTRANCE

SOUTH "D" STREET

S O

U T

H

T

H

S

T R

E E

T

W E

S T

D

R I V

E

SOUTH DRIVE

CONSTRUCTION

STAGING AREA

EROSION CONTROL/SEEDING NOTES

1. EROSION CONTROL IS TO MEET ALL FEDERAL, STATE, COUNTY AND LOCAL CODE STANDARDS.

2. COVER CROP SEEDING MIX: ALL AREAS DISTURBED WITH EXCEPTION OF PROPOSED STREET PAVEMENT SHALL BE

SEEDED AND FERTILIZED AS FOLLOWS IMMEDIATELY AFTER GRADING OPERATIONS ARE COMPLETE:

-OATS @ 45 LBS./ACRE

-"REGREEN" STERILE WHEAT @ 45 LBS./ACRE

- CANADA WILD RYE @ 20 LBS./ACRE

-SLOW RELEASE @ 150 LBS./ACRE

3. ALL AREAS SHALL BE FINE GRADED AND SURFACE SHALL BE FREE FROM STICKS, SMALL STONES, AND OTHER

EXTRANEOUS MATERIALS.

4. CONTRACTOR SHALL PROVIDE EROSION PROTECTION THROUGHOUT PROJECT CONSTRUCTION. THE PLAN PROVIDED

HERE IS FOR FINAL PROTECTION, VARIOUS PHASES OF THIS PLAN SHALL BE IMPLEMENTED OR MODIFIED TO

CONTROL EROSION. MODIFICATIONS OF THE PLAN SHALL BE APPROVED BY THE RESIDENT ENGINEER.

5. SEEDING AREAS SHALL BE PREPARED FOR PLANTING WITH COMMON AGRICULTURAL TECHNIQUES. APPROVE WITH

OWNER'S REPRESENTATIVE BEFORE PLANTING.

6. ALL SEED SHALL BE DISTRIBUTED WITH AN ACCEPTABLE DRILL INTENDED FOR SUCH OPERATIONS, OR OTHER

EQUIPMENT APPROVED BY THE OWNER'S REPRESENTATIVE. SEEDING DEPTH SHALL BE 1/4 OF AN INCH.

7. ALL SEEDED AREAS SHALL BE IMMEDIATELY MULCHED WITH PRAIRIE HAY AT 2 TONS/ACRE. ANCHOR MULCH BY

CRIMPING INTO TOPSOIL WITH SUITABLE MECHANICAL EQUIPMENT.

8. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND IMPLEMENTING ALL EROSION CONTROL..

9. IN ORDER TO PREVENT SILT OR SEDIMENT FROM ENTERING ADJACENT PROPERTIES, APPROPRIATE BMP'S SHALL BE

IMPLEMENTED WITHIN THE PROJECT.

10. ANY MUD TRACKED ONTO ADJACENT PAVED AREAS OR STREETS SHALL BE REMOVED AT THE END OF EACH WORK

DAY.

11. PER THE REQUIREMENTS OF THE NOI/SWPPP, BMP INSPECTION REPORTS SHALL BE COMPLETED BY THE

CONTRACTOR WEEKLY AND WITHIN 24 HOURS AFTER A

" RAIN. REPORTS SHALL BE KEPT WITH THE SWPPP ON SITE.

12. CONTRACTOR SHALL PROVIDE A SIGN NEAR THE ENTRANCE WITH THE FOLLOWING INFORMATION:

A. CONTACT NAME AND INFORMATION

B. A COPY OF THE NOI

C. LOCATION OF SWPPP

13. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN-PLACE PRIOR TO AND DURING CONSTRUCTION