36C78619B0014-0002001.pdf

DRAWING NUMBER

DRAWING

NAME

FOUNDATION PLAN

XXXXX

DRAWING SCALE

X

DRAWING SYMBOLS

CONCRETE

BLOCK

WOOD BLOCKING

EARTH/

COMPACT FILL

FACE BRICK

STEPPED FOOTING

LOCATION

ELEVATION OR WORK

POINT

S---S

NEW COLUMN

NUMBER

EXISTING COLUMN

NUMBER

SECTION NUMBER

SHEET NUMBER

A

S400

S400

24 SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBERS400

REVISION AREA

CLOUDED

CONCRETE

ABBREVIATIONS

AB

ADD'L.

ANCHOR BOLT

ADDITIONAL

ALT. ALTERNATE

ARCH. ARCHITECT(URAL)

BLDG.

BLK.

BUILDING

BLOCK

B

BLKG. BLOCKING

BM. BEAM

BOT.

BRG.

BOTTOM

BEARING

BTWN. BETWEEN

CIP

CJ

CAST IN PLACE

CONTROL JOINT

C

CL. CENTER LINE

CLR. CLEAR(ANCE)

CMU

COL.

CONCRETE MASONRY

UNIT

COLUMN

COMP. COMPOSITE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT.

COORD.

CONTINUOUS

COORDINATE

CTRD. CENTERED

DBL.

DIA.

DOUBLE

DIAMETER

DIAG. DIAGONAL

DL DEAD LOAD

DO. DITTO

DTL. DETAIL

DWG. DRAWING

E

EA.

EAST

EACH

E

ELEV. ELEVATION

EMBED. EMBEDMENT

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

FAB.

FD.

FABRICATE(OR)

FLOOR DRAIN

F

FNDN. FOUNDATION

FTG. FOOTING

GA.

GALV.

GAGE, GAUGE

GALVANIZED

GC GENERAL CONTRACT(OR)

HORIZ.

HK.

HORIZONTAL

HOOK

H

H.S. HEADED STUDS

H.S.S. HOLLOW STRUCT.

STEEL

INFO. INFORMATION

I

JBE JOIST BEARING

ELEVATION

J

JST. JOIST

JT. JOINT

K KIP

K

K.O. KNOCK-OUT

KSI KIPS PER SQ. INCH

L.L. LIVE LOAD

L

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAS.

MATL.

MASONRY

MATERIAL

MAX. MAXIMUM

MECH.

MEZZ.

MECHANICAL

MEZZANINE

MFG. MANUFACTURE(R)

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

N

NIC

NORTH

NOT TO CONTRACT

N

NTS NOT TO SCALE

OC

O.H.

ON CENTER(S)

OVERHEAD

O

OPNG. OPENING

OPP. OPPOSITE

PC

PERIM.

PRECAST CONCRETE

PERIMETER

P

PL. PLATE

PLF POUNDS PER LINEAR

FOOT

PROJ. PROJECT

PSF POUNDS PER SQ.

FOOT

PSI POUNDS PER SQ.

INCH

QTY. QUANTITY

RAD. RADIUS

R

R.D. ROOF DRAIN

REINF. REINFORCE(D), (ING)

REQ'D. REQUIRED

REV. REVISION, REVISE(D)

S SOUTH

S

SCHED. SCHEDULE

SIM. SIMILAR

SJI STEEL JOIST INSTITUTE

SPA. SPACE(S)

SQ. SQUARE

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

TBE TOP OF BEAM ELEVATION

T

TDE TOP OF DECK ELEVATION

TEMP. TEMPORARY

TFE TOP OF FOOTING ELEVATION

TPE TOP OF PIER ELEVATION

TSE TOP OF SLAB ELEVATION

TYP. TYPICAL

VERT. VERTICAL

D

A

G

M

Q

V

UNO UNLESS NOTED

OTHERWISE

U

W WEST

W w/ WITH

WP WORK POINT

WWF WELDED WIRE FABRIC

STRUCTURAL NOTES

ROSEBURG NATIONAL CEMETERY GRAVESITE EXPANSION

ROSEBURG, OR

DRAWING INDEX

Dwg. of 56

1 2 3 4 5 6 7 8 9 10

A o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Revisions:

1 2 3 4 6 7 8 9 10

B

C

D

E

F

A

B

C

D

E

F

Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

PhaseDrawing Title

Approved: Project Director

STAMP

902CM3008CONSULTANTS ARCHITECT/ENGINEER OF RECORD

ROSEBURG, OREGON

MAY 9, 2019

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

EMZMAS

Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

15135

Cost Estimating:Structural Engineering: Irrigation:

CPMI

3265 Northwood Circle Suite 170 Egan, MN 55121

(952) 854-3663 Bryan Bertrand

Advanced Structural Technologies 7301 Ohms Lane, Suite 215 Edina, MN 55439 (952)-854-9302 Michelle Schmidt John Levar

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

BID DOCUMENTS

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

S-001

TITLE SHEET - STRUCTURAL

GENERAL NOTES

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

SHEET

NUMBER SHEET NAME

S-001 TITLE SHEET - STRUCTURAL GENERAL

NOTES

S-101 FOUNDATION PLAN

S-501 COLUMBARIUM - PLAN, SECTIONS AND

DETAILS

S-501

S-501

S-501

S-501

5 SIM.

TYP. END

COLUMN

TYP. CORNER

COLUMN

6'-0"x4'-0"x1'-2" W/ (6) - #6

BOTTOM EACH

WAY TYP AT END

COLUMNS

6'-0"x6'-0"x1'-2" W/ (6) - #6

BOTTOM EACH WAY

TYP AT CORNER

COLUMNS

6'-6"x6'-0"x 1'-2" W/

(6) - #6

BOTTOM

EACH WAY 6'-6"x6'-0"x1'-2"

W/ (6) - #6

BOTTOM EACH WAY

TFE.=473.06'

TFE.=473.06'

TFE.=473.06'

TFE.=472.67'

TFE.=472.67'

S-501

S-501

FOUNDATION PLAN NOTES:

1. TOP OF FOOTING ELEVATION = (TFE) VARIES, SEE PLAN VERIFY WITH CIVIL/ARCH.

2. CONTINUOUS STRIP FOOTING SHALL BE 5'-3"Wx1'-2"D REINFORCED WITH (5)-#5 BOTTOM CONTINUOUS UNO. SEE DETAILS 1 & 2/S-501

3. SEE THIS SHEET FOR LAP SPLICE SCHEDULE IN CONCRETE.

4. SEE ARCH./SITE PLANS FOR PROJECT LOCATION.

5. SEE ARCH./SITE PLAN FOR PAVEMENT AND GRADING LAYOUTS AND ELEVATIONS.

6. CONSTRUCTION JOINT LOCATIONS TO BE DETERMINED BY GENERAL CONTRACTOR. LOCATE CONSTRUCTION JOINTS AT NICHE UNIT BREAKS. PLEASE

PROVIDE SHOP DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATIONS.

BAR

SIZE

1'-5"

1'-10"

2'-4"

2'-9"

4'-0"

4'-7"

5'-2"

5'-9"

6'-4"

1'-4"

1'-9"

2'-2"

2'-7"

3'-9"

4'-3"

4'-10"

5'-4"

5'-10"

1'-3"

1'-7"

2'-0"

2'-5"

3'-6"

4'-0"

4'-6"

5'-0"

5'-6"

1'-1"

1'-5"

1'-10"

2'-2"

3'-2"

3'-7"

4'-0"

4'-6"

4'-11"

1'-0"

1'-4"

1'-8"

2'-0"

2'-10"

3'-3"

3'-8"

4'-1"

4'-6"

0'-11"

1'-3"

1'-6"

1'-10"

2'-8"

3'-0"

3'-5"

3'-9"

4'-2"

0'-11"

1'-2"

1'-5"

1'-9"

2'-6"

2'-10"

3'-2"

3'-6"

3'-11" fc (psi)

1'-10"

2'-5"

3'-0"

3'-7"

5'-3"

6'-0"

6'-9"

7'-6"

8'-2"

1'-8"

2'-3"

2'-9"

3'-4"

4'-10"

5'-6"

6'-3"

6'-11"

7'-7"

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-1"

1'-5"

1'-11"

2'-4"

2'-10"

4'-1"

4'-8"

5'-3"

5'-9"

6'-4"

1'-4"

1'-9"

2'-2"

2'-7"

3'-9"

4'-3"

4'-9"

5'-3"

5'-10"

1'-2"

1'-7"

2'-0"

2'-4"

3'-5"

3'-11"

4'-5"

4'-11"

5'-5"

1'-2"

1'-6"

1'-10"

2'-3"

3'-3"

3'-8"

4'-2"

4'-7"

5'-0"

1'-0"

1'-4"

1'-8"

2'-0"

2'-11"

3'-3"

3'-8"

4'-1"

4'-6"

NOTES:

1. THESE TABLES ARE BASED ON THE FOLLOWING ASSUMPTION:

A. CLEAR SPACING OF BARS ≥ db B. CLEAR COVER ≥ db

C. STIRRUPS OR TIES PROVIDED THROUGHOUT DEVELOPMENT LENGTH ≥ CODE

MINIMUM

OR

1. CLEAR SPACING OF BARS ≥ 2db

2. CLEAR COVER ≥ db

2. FOR OTHER CASES, MULTIPLY LENGTHS SHOWN BY 1.5.

3. FOR TOP BAR SPLICES, MULTIPLY LENGTHS SHOWN BY 1.3. TOP BARS ARE SUCH

THAT 12" OR MORE OF FRESH CONCRETE IS CAST BELOW THE SPLICE OR

DEVELOPMENT LENGTH.

4. FOR LIGHTWEIGHT CONCRETE, MULTIPLY LENGTHS SHOWN BY 1.3.

5. FOR HIGHER GRADE STEEL, MULTIPLY LENGTHS SHOWN BY A RATIO OF HIGHER

fy (KSI) OVER 60 (KSI). ALL OTHER FACTORS LISTED STILL APPLY.

6. FOR COMPRESSION LAP SPLICE USE (0.0009fy-24)db

CLASS 'A' TENSION LAP SPLICE

CLASS 'B' TENSION LAP SPLICE

3500 4000 5000 6000 7000 8000 10000

#3

#4

#5

#6

#7

#8

#9

#10

#11

0'-9"

1'-0"

1'-3"

1'-6"

2'-3"

2'-6"

2'-10"

3'-2"

3'-6" fc (psi)

BAR

SIZE

3000 3500 4000 5000 6000 7000 8000 10000

#3

#4

#5

#6

#7

#8

#9

#10

#11

LAP SPLICE SCHEDULE

(UNCOATED GRADE 60 BARS IN CONCRETE)

REPLACED STONE CAP,

SEE ARCH.

EXISTING CONCRETE WALL

1/2" dia. x 6" HAS-R

316 STAINLESS STEEL

TREADED ROD WITH

HILTI HIT-HY 200

ADHESIVE AT 18" OC

EXISTING PRECAST

NICHE UNIT

REPLACED STONE CAP,

SEE ARCH. 1/2" dia. x 6" HAS-

R 316 STAINLESS

STEEL TREADED ROD

WITH HILTI HIT-HY

200 ADHESIVE

AT 18" OC

EXISTING PRECAST

NICHE UNIT

CAP REPLACEMENT AT SINGLE SIDED NICHE WALLS

CAP REPLACEMENT AT DOUBLE SIDED NICHE WALLS

Dwg. of 56

1 2 3 4 5 6 7 8 9 10

A o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Revisions:

1 2 3 4 6 7 8 9 10

B

C

D

E

F

A

B

C

D

E

F

Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

PhaseDrawing Title

Approved: Project Director

STAMP

902CM3008CONSULTANTS ARCHITECT/ENGINEER OF RECORD

ROSEBURG, OREGON

MAY 9, 2019

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

EMZMAS

Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

15135

Cost Estimating:Structural Engineering: Irrigation:

CPMI

3265 Northwood Circle Suite 170 Egan, MN 55121

(952) 854-3663 Bryan Bertrand

Advanced Structural Technologies 7301 Ohms Lane, Suite 215 Edina, MN 55439 (952)-854-9302 Michelle Schmidt John Levar

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

BID DOCUMENTS

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

S-101

FOUNDATION PLAN ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

N

1/8" = 1'-0"1 FOUNDATION PLAN

3/4" = 1'-0"2 STONE CAP REPLACEMENT AT EXISTING NICHE UNITS

C L R

STONE CAP, SEE ARCH.

NATURAL STONE

BASE, SEE ARCH.

T/ COLUMN =

SEE ARCH.

T/ SHELF =

SEE ARCH.

#3 TIES AT 12" OC

MAXIMUM

CONCRETE PIER

SEE PLAN FOR

FOOTING SIZE AND

REINFORCING

TFE =

SEE PLAN

DOWELS WITH

STANDARD HOOK TO

MATCH SIZE AND

SPACING OF VERTICAL

REINFORCING

SLAB ON GRADE

SEE CIVIL

TSE =

SEE CIVIL

SHELF

9 1/8"EXTEND ADJACENT

HORIZONTAL

REINFORCING

THROUGH PIERS

PROVIDE CLASS A

LAP SPLICE FOR ALL

REINFORCMENT UNO

BRICK VENEER

SEE ARCH.

EXPANSION JOINT

SEE CIVIL

5' - 1 5/8"

3' - 7 3/8"

GRADE

PRECAST CONCRETE

PAVERS.

1/2" dia. x 6" HAS-

R 316 STAINLESS

STEEL TREADED ROD

WITH HILTI HIT-HY

200 ADHESIVE

4 PER CAP

C L R

3" CLR.

DRAINTILE

SEE ARCH./CIVIL

GRAVEL STRIP

SEE ARCH./CIVIL

SLAB ON

GRADE

SEE CIVIL

TFE =

SEE PLAN

DOWELS WITH STANDARD

HOOK TO MATCH SIZE

AND SPACING OF U BARS

TSE =

SEE CIVIL

SEE PLAN FOR

FOOTING SIZE AND

REINFORCING

4' - 0 5/8"

TWE =

SEE ARCH.

CONCRETE WALL

PRECAST NICHE UNIT

#5 U-BARS AT

12" OC

#6 BARS CONTINUOUS

AT 12" OC LONG.

STONE CAP, SEE ARCH.

STAINLESS STEEL

ANCHORAGE

BY SUPPLIER

PROVIDE CLASS A

LAP SPLICE FOR ALL

REINFORCMENT UNO

SHELF

5"

NATURAL STONE

SEE ARCH.

PRECAST

CONCRETE

PAVERS.

1/2" dia. x 6" HAS-

R 316 STAINLESS

STEEL TREADED ROD

WITH HILTI HIT-HY

200 ADHESIVE

AT 18" OC

C L R

3" CLR.

DRAINTILE

SEE ARCH./CIVIL

GRAVEL STRIP

SEE ARCH./CIVIL

SLAB ON

GRADE

SEE CIVIL

TFE =

SEE PLAN

TSE =

SEE CIVIL

SEE PLAN FOR

FOOTING SIZE AND

REINFORCING

3' - 11 1/8"

T/ SHELF =

SEE ARCH.

CONCRETE WALL

PRECAST NICHE UNIT

#5 BARS AT

12" OC

#6 BARS CONTINUOUS

AT 12" OC LONG.

STONE CAP, SEE ARCH.

STAINLESS STEEL

ANCHORAGE

BY SUPPLIER

PROVIDE CLASS A

LAP SPLICE FOR ALL

REINFORCMENT UNO

SHELF

5" SHELF

7 5/8"

1' - 2 1/2"

TWE =

SEE ARCH.

#5 BARS AT 12"

OC EACH WAY

BRICK VENEER

SEE ARCH.

GRADE

NATURAL STONE BASE

SEE ARCH.

NATURAL STONE BASE

SEE ARCH.

PRECAST

CONCRETE

PAVERS.

1/2" dia. x 6" HAS-R

316 STAINLESS STEEL

TREADED ROD WITH

HILTI HIT-HY 200

ADHESIVE AT 18" OC

SEE ARCH FOR REQUIRED

FILL BELOW FOOTINGS - TYP.

SEE PLAN FOR FOOTING

SIZE AND REINFORCING

PRECAST NICHE UNIT

CONCRETE PIER

CONCRETE WALL

S-501

S-501

BRICK VENEER

SEE ARCH.

#5 BARS AT 12" OC

EACH WAY

(10) - #5 BARS

CONTINUOUS VERTICAL

NATURAL STONE BASE

SEE ARCH.

S-501

S-501

S-501

SIM.

BRICK VENEER

SEE ARCH.

CONCRETE PIER

CONCRETE WALL

BRICK VENEER

SEE ARCH.

PRECAST NICHE UNIT

PRECAST NICHE UNIT

(12) - #5 BARS

CONTINUOUS VERTICAL

#5 BARS AT 12" OC

EACH WAY

#5 BARS AT 12"

OC EACH WAY

NATURAL STONE BASE

SEE ARCH.

NATURAL STONE BASE

SEE ARCH.

CONCRETE PIER

CONCRETE WALL

CONCRETE WALL

SEE PLAN FOR

FOOTING SIZE

AND REINFORCING

PRECAST NICHE UNIT

PRECAST NICHE UNIT

NATURAL STONE BASE

SEE ARCH.

BRICK VENEER

SEE ARCH.

PRECAST NICHE UNIT

S-501

S-501

S-501

S-501

SIM.

#5 BARS AT 12"

OC EACH WAY

(12) - #5 BARS

CONTINUOUS VERTICAL

#5 BARS AT 12"

OC EACH WAY

PRECAST NICHE UNIT

PRECAST NICHE UNIT

BRICK VENEER

SEE ARCH.

BRICK VENEER

SEE ARCH.

NATURAL STONE BASE

SEE ARCH.

NATURAL STONE

BASE

SEE ARCH.

(12) - #5 BARS

CONTINUOUS

VERTICAL

CONCRETE PIER

CONCRETE WALL

CONCRETE WALL

S-501

S-501

S-501

S-501

S-501

CONCRETE PIER

NATURAL STONE

BASE

SEE ARCH.

SEE PLAN FOR

FOOTING SIZE

AND REINFORCING

(12)-#5 BARS

CONTINUOUS

VERTICAL

BRICK VENEER

SEE ARCH.

PRECAST NICHE UNIT

C O N S T R U C T

IO

N

J O

IN

T

PROVIDE DOWEL AT

EVERY OTHER

HORIZONTAL

REINFORCING BAR

SIZE TO MATCH

HORIZONTAL WALL

REINFORCING

ALTERNATE:

PROVIDE KEYWAY IN

LIEU OF DOWELS

2' - 0" 2' - 0"

NOTE:

TERMINATE TYPICAL HORIZONTAL REINFORCING

AT CONSTRUCTION JOINT

CENTER DOWELS OR KEYWAY IN

WALL THICKNESS

A CONSTRUCTION JOINT CAN TAKE

THE PLACE OF A CONTROL JOINT.

CONCRETE WALL

SEE PLAN AND

DETAILS FOR SIZE

AND REINFORCING

C L

Dwg. of 56

1 2 3 4 5 6 7 8 9 10

A o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Revisions:

1 2 3 4 6 7 8 9 10

B

C

D

E

F

A

B

C

D

E

F

Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

PhaseDrawing Title

Approved: Project Director

STAMP

902CM3008CONSULTANTS ARCHITECT/ENGINEER OF RECORD

ROSEBURG, OREGON

MAY 9, 2019

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

EMZMAS

Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

15135

Cost Estimating:Structural Engineering: Irrigation:

CPMI

3265 Northwood Circle Suite 170 Egan, MN 55121

(952) 854-3663 Bryan Bertrand

Advanced Structural Technologies 7301 Ohms Lane, Suite 215 Edina, MN 55439 (952)-854-9302 Michelle Schmidt John Levar

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

BID DOCUMENTS

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

S-501

COLUMBARIUM - PLAN, SECTIONS

AND DETAILS

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

3/4" = 1'-0"3 SECTION

3/4" = 1'-0"2 SECTION

3/4" = 1'-0"1 SECTION

3/4" = 1'-0"4 PLAN DETAIL

3/4" = 1'-0"5 PLAN DETAIL

3/4" = 1'-0"6 PLAN DETAIL

3/4" = 1'-0"7 PLAN DETAIL

#5 BARS AT 12" OC

EACH WAY

#5 BARS AT 12" OC

EACH WAY

3/4" = 1'-0"8 PLAN DETAIL

3/4" = 1'-0"9 TYPICAL CONCRETE WALL CONSTRUCTION JOINT

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI001

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION SYSTEM DESIGN APPROACH

GENERAL NOTES

IRRIGATION FLAG NOTES

LEGEND

Q

1-30

1"

.5

IRRIGATION NOTES AND

LEGEND

IRRIGATION DEMOLITION NOTES

D2

D3

D1

D4

I

J

J

K

K

L

L

L

M

M

BURIAL SECTION

COMMITTAL

SHELTER

Q

Q

Q

Q

Q

Q

VE

TE

RA

NS

W

AY

CENTENNAL

DRIVE

3"

3"

3"

3"

3"

3"

3"

3"

CONNECT TO EXISTING LATERAL

CONNECT TO EXISTING LATERAL

CONNECT TO EXISTING LATERAL

2"

1.25"

1.25"

1.25"

1.25"

2"

1.5"

1.25"

1.25"

1.25"

1.25"

3"

3"

2"

2"

1.25"

1.25"

2"

1.25"

3"

2"

1.25"

2"

1.25"

2.5"

2"

2"

1.25"

3"

2.5"

2"

2"

2"

1.25"

1.25"

1.25"

2.5"

2"

2"

1.25"

2.5"

2"

2"

1.25"

1.25"

2.5"

2"

2"

1.25"

2.5"

2.5"

1.5"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

3"

2.5"

2"

1.5"

1.25"

1.25"

1.25"

3"

2.5"

2"

2"

1.5"

1.25"

1.25"

1.25"

1.5"

1.25"

3"

2.5"

2"

2.5"

1.5"

1.5"

1.25"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

3"

2.5"

1.25"

1.25"

1.25"

1.25"

4"

4"

3"

2.5"

3"

2"

Q

Q

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

1-119

1"

.5

.5

Q

H

H

H

H

H

H

H

H

Q

H

H

H

H

H

H

H

H

Q

H

H

H

H

Q

H

H

H

H

H

H

H

F

F

F

F

F

1-120

1.5"

1-121

1.5"

1-122

2"

1-123

2"

1-124

2"

1-125

2"

1-126

2"

1-118

2"

1-117

2"

1-116

2"

1-115

2"

1.25"

1.25"

2.5"

2.5"

1.25"

2"

1.25"

2"

1.25"

1.25"

1.25"

.5

.5

.5

.5

D1

D2

.5

Q

Q

Q

REUSE EXISTING REMOTE CONTROL VALVE 1-47

REMOVE ASSOCIATED SPRINKLERS AND PIPE.

TURN SPRINKLERS OVER TO COR/RE

CONNECT TO

EXISTING PIPE

THAT FEEDS

EXISTING

COLUMBARIUM

PLANTING BEDS.

CONNECT TO

EXISTING PIPE

THAT FEEDS

EXISTING

COLUMBARIUM

PLANTING BEDS.

MAINTAIN EXISTING VALVE 1-44

LATERAL PIPE AND SPRINKLERS

ABANDON REMOTE CONTROL VALVE 1-46, REMOVE VALVE AND

CAP AT SERVICE TEE, REMOVE SPRINKLERS AND PIPE,

MAINTAIN WIRE SPLICE IN VALVE BOX AT CURRENT LOCATION.

VALVE 1-45 FEEDING THE BUBBLERS TO REMAIN.

.5

CONNECT TO EXISTING LATERAL

CAP EXISTING BUBBLER

LATERAL AND REMOVE PIPE

DOWNSTREAM PRIOR TO

CONSTRUCTION.

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI201

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION PLAN 1

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE SEE SHEET LI202

J

J

K

K

L

L

L

M

M

CREMAINS SECTION

CREMAINS SECTION

CREMAINS SECTION

BURIAL SECTION

BURIAL SECTION

BURIAL SECTION

BURIAL SECTION

PUBLIC

INFORMATION

BUILDING

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

2 2

Q

VE

TE

VE

TE

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

CONNECT TO EXISTING LATERAL

1.25"

1.25"

3"

2"

2"

1.25"

2"

1.25"

3"

2"

1.25"

2"

1.25"

2.5"

2"

2"

1.25"

3"

2.5"

2"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

3"

1.25"

2.5"

2"

2"

1.25"

3"

1.25"

2.5"

2"

2"

1.25"

2.5"

2"

1.25"

2"

1.25"

3"

2"

2"

2"

1.25"

1.25"

2.5"

2"

1.25"

2"

1.25"

3"

2"

1.25"

2"

2"

1.25"

3"

2"

1.25"

2"

2"

1.25"

2.5"

2"

1.5"

1.5"

1.5"

2.5"

2.5"

1.5"

1.5"

1.25"

1.25"

2.5"

2"

2"

1.5"

2"

1.5"

2.5"

2"

2"

1.5"

1.5"

1.25"

2.5"

2"

2"

1.5"

2"

2"

1.5"

2.5"

2"

2"

1.5"

1.25"

2.5"

2"

2"

1.25"

2.5"

2.5"

1.5"

1.25"

2"

1.5"

3"

2.5"

2"

1.5"

1.25"

1.25"

1.25"

3"

2.5"

2"

2"

1.5"

1.25"

1.25"

1.25"

1.5"

1.25"

3"

2.5"

2"

2.5"

1.5"

1.5"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

3"

2.5"

1.25"

1.25"

1.25"

1.25"

4"

4"

3"

2.5"

3"

2"

1.5"

1.25"

Q

Q

1-114

1"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

1-119

1"

.5

.5

.5

.5

.5

Q

H

H

H

H

H

1-123

2"

1-124

2"

1-125

2"

1-126

2"

1-111

2"

1-110

2"

1-109

2"

1-108

2"

1-103

2"

1-102

2"

1-101

2"

1-100

2"

1-104

2"

1-105

2"

1-106

2"

1-107

2"

1-113

2"

1-112

2"

1-118

2"

1-117

2"

1-116

2"

1-115

2"

2"

1.25"

2"

1.25"

1.25"

1.25"

D2

Q

Q

Q

Q

CONNECT TO

EXISTING PIPE

THAT FEEDS

EXISTING

COLUMBARIUM

PLANTING BEDS.

.5

REMOVE EXISTING SPRINKLERS

AND LATERAL PIPE (SHADED)

WITHIN BOUNDARY INDICATED.

CONNECT TO THE EXISTING

REMOTE CONTROL VALVE

ASSEMBLIES AND INSTALL NEW

ROTOR SPRINKLERS AND LATERAL

PIPE AS SHOWN. REPAIR TURF

WITH NEW SOD TO MATCH

EXISTING.

CAP EXISTING BUBBLER

LATERAL AND REMOVE PIPE

DOWNSTREAM PRIOR TO

CONSTRUCTION.

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI202

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION PLAN 2

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE SEE SHEET LI201

MATCHLINE SEE SHEET LI203

S

APPROXIMATE

CONTROLLER LOCATION.

PROVIDE 120V AC POWER

AT THE APPROXIMATE

LOCATION IS REQUIRED.

CREMAINS SECTION

BURIAL SECTION

ASSEMBLY

AREA

PUBLIC

INFORMATION

BUILDING

POW-MIA

FLAG POLE

SITE

APPROXIMATE EXISTING

PUMP STATION LOCATION

APPROXIMATE EXITING

MAINLINE ROUTING FROM

PUMP STATION TO WATER

TANKS. .

SURVEYED WATER TANK

LOCATION

APPROXIMATE EXISTING

PUMP STATION

ELECTRICAL BUILDING

Q

Q

Q

Q

Q

R

2 2

Q

V

ETERA

N S W

A Y

3"

3"

3"

3"

1.5"

2.5"

1.5"

1.25"

1.5"

1.25"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

H

Q

H

H

H

Q

H

H

H

Q

H

F

F

F

F

F

F

Q

1-128

2"

1-127

1.5"

.5

.5

.5

.5

.5

.5

Q

CONNECT TO EXISTING LATERAL

CONNECT TO EXISTING LATERAL

CONNECT TO EXISTING LATERAL

CONNECT TO EXISTING LATERAL

2.5"

2"

1.25"

1.25"

1.25"

1.5"

2.5"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

1-129

2"

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI203

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION PLAN 3

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE SEE SHEET LI202

J

J

K

K

L

L

L

M

M

BURIAL SECTION

Q

Q

Q

3"

3"

3"

3"

3"

3"

2"

1.25"

1.25"

1.25"

1.25"

2"

1.5"

1.25"

1.25"

1.25"

1.25"

3"

2"

1.25"

2.5"

2"

1.25"

1.25"

3"

2"

2"

1.25"

1.25"

2.5"

2"

2"

1.25"

2.5"

2"

2"

1.25"

2.5"

2.5"

1.5"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

3"

2.5"

2"

1.5"

1.25"

1.25"

1.25"

3"

2.5"

2"

2"

1.5"

1.25"

1.25"

1.25"

1.5"

1.25"

3"

2.5"

2"

2.5"

1.5"

1.5"

1.25"

1.25"

2"

1.5"

1.5"

1.25"

1.25"

3"

2.5"

1.25"

1.25"

1.25"

1.25"

4"

4"

3"

2.5"

3"

2"

Q

1-114

1"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

1-119

1"

.5

.5

Q

H

H

H

H

H

H

H

H

Q

H

H

H

H

H

H

H

H

Q

H

H

H

H

Q

H

H

H

H

H

H

H

F

F

F

F

F

1-120

1.5"

1-122

2"

1-111

1-118

2"

1-117

2"

1-116

2"

1-115

2"

1.25"

1.25"

2.5"

2.5"

1.25"

2"

1.25"

2"

1.25"

1.25"

1.25"

.5

.5

.5

.5

D1

D2

.5

Q

Q

Q

REUSE EXISTING REMOTE CONTROL VALVE 1-47

REMOVE ASSOCIATED SPRINKLERS AND PIPE.

TURN SPRINKLERS OVER TO COR/RE

CONNECT TO

EXISTING PIPE

THAT FEEDS

EXISTING

COLUMBARIUM

PLANTING BEDS.

CONNECT TO

EXISTING PIPE

THAT FEEDS

EXISTING

COLUMBARIUM

PLANTING BEDS.

MAINTAIN EXISTING VALVE 1-44

LATERAL PIPE AND SPRINKLERS

ABANDON REMOTE CONTROL VALVE 1-46, REMOVE VALVE AND

CAP AT SERVICE TEE, REMOVE SPRINKLERS AND PIPE,

MAINTAIN WIRE SPLICE IN VALVE BOX AT CURRENT LOCATION.

VALVE 1-45 FEEDING THE BUBBLERS TO REMAIN.

.5

CONNECT TO EXISTING LATERAL

CAP EXISTING BUBBLER

LATERAL AND REMOVE PIPE

DOWNSTREAM PRIOR TO

CONSTRUCTION.

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI204

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION PLAN 4

MATCHLINE SEE SHEET LI202

1" =

20' 0' 10' 20' 40'

20'

J

J

K

K

L

L

L

M

M

S

APPROXIMATE

CONTROLLER LOCATION.

PROVIDE 120V AC POWER

AT THE APPROXIMATE

LOCATION IS REQUIRED.

CREMAINS SECTION

CREMAINS SECTION

CREMAINS SECTION

BURIAL SECTION

BURIAL SECTION

BURIAL SECTION

BURIAL SECTION

COMMITTAL

SHELTER

ASSEMBLY

AREA

PUBLIC

INFORMATION

BUILDING

POW-MIA

FLAG POLE

SITE

SURVEYED WATER TANK

LOCATION

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

R

2 2

Q

V

ETERA

N S W

A Y

VE

TE

CENTENNAL

DRIVE

VE

TE

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

R

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI301

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION OVERALL

MAINLINE AND COMPONENTS

1" =

60' 0' 30' 60' 120'

60'

DRAWING FOR REFERENCE ONLY

SHOWING MAINLINE, REFER TO 200

SERIES SHEETS FOR

CONSTRUCTION DOCUMENTS.

LEGEND

Q

1-30

1"

.5

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI501

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION DETAILS 1

ISOLATION GATE VALVE

ASSEMBLY

N.T.S.

AIR\VACUUM RELIEF

VALVE ASSEMBLY

N.T.S.

QUICK COUPLING VALVE

ASSEMBLY

N.T.S.

REMOTE CONTROL VALVE

ASSEMBLY

N.T.S.

Q

REMOTE CONTROL VALVE

ASSEMBLY

SOLVENT

WELD TEE

ISOLATION ANGLE VALVE

ON SERVICE TEE

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI502

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION DETAILS 2

POP-UP SPRAY SPRINKLER

ASSEMBLY

N.T.S.

POP-UP ROTOR SPRINKLER

ASSEMBLY

N.T.S.

POP-UP BUBBLER

ASSEMBLY

N.T.S.

IN-GROUND CREMAINS SPRINKLER

PLACEMENT DETAIL

N.T.S.

12.5"

14"

3/4"

IRRIGATION

AISLE BOUNDARY

8"

4'

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n es o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF

#15135

BID DOCUMENTS

JDL CCT

LI503

C e r t i f i e d

I r r i g at io n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

4/10/2019

IRRIGATION DETAILS 3

EXISTING AND NEW TREE ROOT WATER TUBE

DETAIL

N.T.S.

18-INCHES

4-INCHES

36-INCHES

36-INCHES

36-INCHES

REFER TO

CRYPT PLANS

MAINTAIN 8-FEET MIN.

FROM MAINLINE TO EDGE OF

PREPLACED CRYPTS

EDGE OF ROAD PIPE PLACEMENT

SCHEMATIC

N.T.S.

PLAN VIEWSECTION VIEW

TREE TRUNK

2 ROOTWELL

PRO-318-BLACK

COVER

TOPSOIL

UNDISTURBED

SUBSOIL

ROOTWELL

PRO-318-BLACK COVER

TOPSOIL

UNDISTURBED

SUBSOIL

WATER RETENTION

MOUND

NOTES:

1. INSTALL 2 EACH ROOTWELL PRO 318 BLACK COVER PER

MANUFACTURERS WRITTEN INSTRUCTIONS AT EACH TREE.

2. INSTALL 1 BUBBLER ON POP-UP SPRAY PER TREE

3. FIELD ADJUST LOCATION OF COMPONENTS TO ACTUAL TREE

LOCATION

BUBBLER ON POP-UP SPRAY. POSITION

ON DOWNHILL SIDE SPRAYING UPHILL