2_EPNC-P2-BD-Plans_CC104-CC507.pdf

C

O

C

O

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CO

C

O

C

O

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CO

C

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CO

C

O

C

O

CO

C

O

CO

C

O

C

O

C

O

CO

CO

CO

CO

C

O

CO

CO

C

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C

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CO

C

O

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CO

CO

C

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C O

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O

4" PERF @ 1.51%

4" PERF @ 1.54%

4" PERF @ 1.53%

4" PERF @ 1.60%

4" PERF @ 1.07%

4" P

ER

F @

.5 0%

4" P E

R F @

.5

4%

4" P

ER

F @

.5 1%

4" PERF @ 0.50%

4" P

ER

F @

.5 0%

6" @ 0.50%

4" @ 2.64%

6" @ 0.50%

6" @ 0.50%

6" @ 0.50%

4" PERF @ 0.50%

4" PERF @ 5.52%

4" P E

R F @

1.54%

4" P E

R F @

1.53%

4" P E

R F @

1.51%

.5

.8

4" @ 25.15%

L F

H

D

P

E

S

T

57 LF 8" HDPE ST @

1.50%

P

E R

F

.9

4" PERF @ 1.00%

P

E R

F

.0

P

E R

F

.0

4" @ 20.91%

4" PERF @ 0.50%

.0

56 L F 8

" H D

PE S

T @

.5

0%

H

D

8" @ 4.00%

10" @

.0 2%

8" @ 4.00%

8" @ 4.00%

C

O

4" P E

R F @

1.53%

4" PERF @ 13.29%

L

F

H

D P

E S

T

.0

67 LF 8" HDPE ST @ 3.00%

4" PERF HDPE

FOUNDATION DRAIN

SEE STRUCTURAL

SEE DETAILS 1, 2, & 3, SHEET CC503

SEE NOTES 5 & 6

4" PERF @ 1.00%

4" @ 26.92%

4" @ 21.12%

.8

4" PERF @ 1.00%

4" @ 4.23%

6" @ 3.00%

6" @ 3.00%

L

F

H

D P

E S

T

.0

C

O

C

O

4" PERF HDPE

FOUNDATION DRAIN

SEE STRUCTURAL

SEE DETAILS 1, 2, & 3, SHEET CC503

SEE NOTES 4 & 6

4" PERF HDPE

FOUNDATION DRAIN

SEE STRUCTURAL

SEE DETAILS 1, 2, & 3, SHEET CC503

SEE NOTES 4 & 6

R. 1476.61

I. 1475.61

R. 1476.31

I. 1475.16

R. 1476.31

I. 1475.30

R. 1476.61

I. 1475.61

R. 1476.61

I. 1475.61

R. 1476.61

I. 1474.28

R. 1476.55

I. 1475.55

R. 1476.61

I. 1475.47

R. 1476.41

I. 1475.42

R. 1476.41

I. 1475.27

R. 1476.36

I. 1475.36

R. 1476.24

I. 1475.24

R. 1476.13

I. 1475.14

R. 1476.07

I. 1475.07

R. 1476.13

I. 1475.00

STMH-502

R. 1477.33

I. 1476.58 (8" N)

I. 1476.58 (8" SE)

R. 1487.02

I. 1475.88

R. 1487.52

I. 1475.61

STMH-403

R. 1474.59

I. 1474.10 (4" NE)

I. 1474.02 (6" SE)

I. 1474.10 (4" W)

STMH-404

R. 1474.29

I. 1473.80 (4" W)

I. 1473.72 (6" SE)

I. 1473.80 (4" NE)

R. 1475.88

I. 1473.62

R. 1475.77

I. 1474.77

R. 1475.70

I. 1474.70

R. 1474.80

I. 1473.80

R. 1475.51

I. 1474.51

R. 1475.39

I. 1474.39

R. 1475.28

I. 1474.28

R. 1475.22

I. 1474.22

R. 1475.17

I. 1474.17

R. 1475.09

I. 1474.09

I. 1472.65

I. 1473.61

R. 1474.96

I. 1473.96

I. 1473.49

R. 1482.35

I. 1473.45

STMH-308

R. 1472.93

I. 1472.44 (4" W)

I. 1472.36 (6" S)

I. 1472.44 (4" NE)

R. 1473.63

I. 1473.63

R. 1474.49

I. 1473.49

R. 1474.30

I. 1473.30

R. 1474.18

I. 1473.18

4" PERF HDPE

FOUNDATION DRAIN

SEE STRUCTURAL

SEE DETAILS 1, 2, & 3, SHEET CC503

SEE NOTES 5 & 6

R. 1474.02

I. 1473.02

I. 1472.41

R. 1473.67

I. 1472.67

R. 1481.06

I. 1472.14

R. 1473.44

I. 1472.47

R. 1473.34

I. 1472.34

R. 1473.19

I. 1472.19

R. 1473.48

I. 1472.48

R. 1473.33

I. 1472.00

STMH-303

R. 1471.58

I. 1471.10 (4" NE)

I. 1471.02 (6" S)

I. 1471.10 (4" W)

I. 1471.02 (6" N)

STMH-306

R. 1471.28

I. 1470.79 (4" W)

I. 1470.71 (6" S)

I. 1470.79 (4" NE)

STMH-302S

R. 1471.30

I. 1470.90 (4" E)

I. 1470.73 (6" W)

I. 1470.73 (6" N)

I. 1470.97

STMH-202

R. 1475.61

I. 1472.61 (8" SE)

I. 1472.28 (12" NW)

STMH-603

R. 1481.85

I. 1481.10 (8" SE)

I. 1481.10 (8" NW)

STMH-604

R. 1483.86

I. 1483.11 (8" NW)

STMH-506

R. 1483.85

I. 1483.10 (8" SE)

STMH-203

R. 1475.70

I. 1473.46 (8" NW)

I. 1473.56 (6" NE)

R. 1476.03

I. 1475.03

STMH-312

R. 1473.78

I. 1473.29 (4" W)

I. 1473.21 (6" SE)

I. 1473.29 (4" NE)

STMH-102

R. 1475.28

I. 1473.05 (6" NE)

I. 1472.94 (8" S)

STMH-310

R. 1473.96

I. 1473.56 (4" E)

I. 1473.39 (6" W)

I. 1473.39 (6" NW)

STMH-501

R. 1479.17

I. 1470.47 (10" SE)

I. 1470.81 (4" NW)

I. 1476.30 (8" NW)

I. 1471.92 (4" W)

STMH-504

R. 1481.82

I. 1479.10

STMH-101

R. 1474.30

I. 1472.08 (8" N)

I. 1471.85 (8" S)

I. 1471.95 (6" NE)

STMH-304

R. 1472.93

I. 1472.37 (6" S)

I. 1472.37 (6" N)

STMH-503

R. 1478.40

I. 1477.65 (8" N)

I. 1477.65 (8" S)

STMH-505

R. 1481.84

I. 1481.09 (8" NW)

I. 1481.09 (8" S)

STMH-401

R. 1474.47

I. 1473.90 (6" NE)

I. 1473.67 (6" SW)

I. 1473.67 (6" NW)

STMH-402

R. 1474.54

I. 1473.97 (6" NW)

I. 1473.97 (6" SW)

I. 1474.14 (4" NE)

STMH-307

R. 1472.69

I. 1472.12 (6" SW)

I. 1472.12 (6" N)

STMH-301

R. 1471.20

I. 1470.28 (6" E)

I. 1470.28 (6" W)

I. 1470.61 (6" N)

R. 1473.01

I. 1472.01

STMH-309

R. 1473.89

I. 1473.32 (6" E)

I. 1473.16 (6" SW)

I. 1473.16 (6" NW)

R. 1475.81

I. 1474.81

R. 1475.94

I. 1474.94

R. 1476.11

I. 1475.11

STMH-311

R. 1474.01

I. 1473.52 (4" NE)

I. 1473.44 (6" SE)

I. 1473.52 (4" W)

EXCB-14

R. 1471.1

CORE DRILL I. 1470 (10" NW)

EXISTING I. 1470 (12" S.)

EXSTMH-17

R.1473.27

CORE DRILL I. 1469.89 (6" E)

CORE DRILL I. 1469.73 (8" N)

EXISTING I. 1465.00 (8" SW)

STMH-205

R. 1475.83

I. 1472.92 (8" NW)

R. 1483.88

I. 1474.87

R. 1483.95

I. 1474.70

4" @ 0.50%

H

D

H

D P

E

S

H

D

H

D P

E

S

STMH-201

R. 1475.35

I. 1471.15 (12" SE)

I. 1471.05 (12" NW)

I. 1471.22 (10" E)

STMH-204

R. 1476.27

I. 1471.67 (10" W)

I. 1471.85 (8" SE)

STMH-602

R. 1482.54

I. 1472.96 (4" E)

I. 1479.00 (8" SE)

I. 1474.17 (4" S)

I. 1472.96 (8" NW)

I. 1472.98

STMH-601

R. 1472.53

I. 1471.32 (8" SE)

I. 1470.60 (12" SW)

EXSTMH-9

R. 1475.26

CORE DRILL I. 1469.95 (12" SE)

CORE DRILL I. 1468.00 (12" NE)

EXISTING I. 1468.00 (12" W)

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i u m t i l i t y p l a n d w g e d i t e b r o d m a r k l s a v e d

A

M p o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

N

G

I N

E

E

R

83168

OREGON

G

A

R

Y

R

. J

O

H

N

S

O

N

J

U

L

Y

EXP. JUNE 30, 2021

CC104

COLUMBARIUM UTILITY PLAN

LEGEND

1. INSTALL INLET PROTECTION DOWNSTREAM OF

CONSTRUCTION

2. INSTALL SILT FENCE AT CONSTRUCTION LIMITS

3. RESTORE DISTURBED AREAS, SEE LANDSCAPE

PLAN.

4. DRAINTILE DIRECTLY BEHIND THE WALL SHALL

BE LOCATED ABOVE THE DRAINAGE BOARD AT

THE JUNCTION OF THE WALL AND TOP OF

FOOTING SHOWN ON THE STRUCTURAL

DRAWINGS AND DETAILS 1, 2, AND 3, SHEET

CC503. DRAINTILE SHALL RUN FLAT ACROSS

THE TOP OF THE FOOTING. WHERE THE

FOUNDATION STEPS BEND THE DRAINTILE 45

DEGREES TO ALIGN WITH THE TOP OF THE

STEPPED FOOTING.

5. DRAINTILE DIRECTLY BEHIND THE HEEL OF THE

FOOTING SHALL BE PLACED FLAT ADJACENT TO

THE FOOTING AS SHOWN ON THE STRUCTURAL

DRAWINGS AND DETAILS 1, 2, AND 3, SHEET

CC503. WHERE THE FOUNDATION STEPS BEND

THE DRAINTILE 45 DEGREES TO ALIGN WITH THE

HEEL OF THE STEPPED FOOTING.

6. ALL RETAINING WALLS SHALL BE BACKFILLED

WITH AT A MINIMUM 2' OF

" TO

" CRUSHED

CLEAN AGGREGATE WRAPPED WITH 5 OZ.

NON-WOVEN GEOTEXTILE FABRIC AS SHOWN

ON THE STRUCTURAL DRAWINGS.

GENERAL NOTES

NEW HDPE STORM SEWER

NEW 4" PERFORATED HDPE DRAINTILE

NEW STORM AREA DRAINS

NEW STORM CLEANOUT

CO

0 10' 20'

SCALE:

COLUMBARIUM UTILITY PLAN 2

1" = 10' (30" x 42" PAPER SIZE)

ADD ALT.

SEE 2/CC106

N

SCALE:

COLUMBARIUM UTILITY PLAN 1

1" = 10' (30" x 42" PAPER SIZE)

EXISTING CRYPT

SECTION 32

M A

T C

H L

I N

E

S

C

C

M A

T C

H L I N

E

S

C

C

0 10' 20'

N

PROPOSED STORM SEWER STRUCTURE SCHEDULE

NAME SIZE CASTING

STMH-101 48" R-2565 OR EQUAL

STMH-102 48" R-2565 OR EQUAL

STMH-201 48" R-2565 OR EQUAL

STMH-202 48" R-2565 OR EQUAL

STMH-203 48" R-2565 OR EQUAL

STMH-204 48" R-2565 OR EQUAL

STMH-205 27" R-2565 OR EQUAL

STMH-301 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-302 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-303 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-304 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-305 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-306 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-307 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-308 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-309 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-310 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-311 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-312 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-401 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-402 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-403 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-404 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-501 48" R-2565 OR EQUAL

STMH-502 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

STMH-503 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

STMH-504 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

STMH-505 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

STMH-506 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

STMH-601 48" R-2565 OR EQUAL

STMH-602 48" R-2565 OR EQUAL

STMH-603 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

STMH-604 8" NYLOPLAST OR EQUAL EJ-3675M OR EQUAL

" 3

6'-0

G

H

G

H

J

J

I

I

(4 x30) N

IC

H

E U N

IT

S

(5 x30) N

IC

H

E U N

IT

S

(5 x30)

N

IC

H E U

N

IT

S

G

H

G

H

(5 x

N

IC

H E

U N

IT

S

(5 x

N

IC

H E

U N

IT

S

(3 x30) N

IC

H

E U N

IT

S

(4 x

N

IC

H E

U N

IT

S

(5 x

N

IC

H E

U N

IT

S x N

IC

H

E U

N

IT

S

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i d a l t d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

N

G

I N

E

E

R

83168

OREGON

G

A

R

Y

R

. J O

H

N

S

O

N

J

U

L

Y

EXP. JUNE 30, 2021

CC105

JFJL

COLUMBARIUM ADD ALTERNATE

ORNAMENTAL

FENCE

N

0 10' 20'

SCALE:

COLUMBARIUM SITE PLAN - ADD ALT

1" - 10' (30" x 42" PAPER SIZE) SCALE:

COLUMBARIUM PAVING PLAN - ADD ALT

1" - 10' (30" x 42" PAPER SIZE)

EXISTING CRYPT

SECTION 32

N

0 10' 20'

N

0 10' 20'

SCALE:

COLUMBARIUM NUMBERING PLAN - ADD ALT

1" - 10' (30" x 42" PAPER SIZE) SCALE:

COLUMBARIUM FOUNDATION PLAN - ADD ALT

1" - 10' (30" x 42" PAPER SIZE)

EXISTING CRYPT

SECTION 32

N

0 10' 20'

EXISTING CRYPT

SECTION 32

LEGEND

PROPERTY LIMITS

GRADING LIMITS

NEW CONCRETE

PAVEMENT, 1/CS501

FLOWER GRAVEL STRIP,

10/CS501

CONTROL JOINT, 2/CS501

EXPANSION JOINT, 2/CS501

FLOWER WATERING

STATION; 1, 2 & 3/CS502

ORNAMENTAL FENCE, 4/CS502

6' BENCH, 5/CS501

TOP OF PIER ELEVATION

TOP OF WALL ELEVATION

TOP OF MASONRY LEDGE

ELEVATION

WALL GRIDLINES

BROOM FINISH DIRECTION

NUMBERING DIRECTION

NICHE COLUMN NUMBERING

NEW WALL ID NUMBER

EXISTING WALL ID NUMBER

COLUMBARIUM NICHES

GRAVESITE SUMARY

QTY.

ADD ALT NICHES 670

LIMITS TO ADD

ALTERNATE

LIMITS TO ADD

ALTERNATE

LIMITS TO ADD

ALTERNATE

CS501

1B

C S

B

C S

B

LIMITS TO ADD

ALTERNATE

TO

L

1476.5

TO

P

1483.1

TO

W

1476.5

TO

L

1476.0

TO

P

1483.0

TO

L

1476.3

TO

P

1481.4

TO

L

1476.3

TO

P

1481.4

TO

W

1480.5

TO

W

1476.3

TOP

TOW

TOL

TOP

1487.71

TOW

1485.86

TOL

1477.28

TOW

1477.28

TOP

1486.71

TOL

1477.28

EXISTING CRYPT

SECTION 32

A

TO

L

1476.3

TO

P

1481.4

TO

W

1480.5

TO

W

1476.3

TO

L

1476.3

TO

P

1481.4

TOW

1486.86

TOW

1485.86

TOW

1484.16

TOW

1482.46

TOW

1480.76

TOW

1479.06

(4 x30) N

IC

H

E U N

IT

S

(5 x30) N

IC

H

E U N

IT

S

(5 x30)

N

IC

H E U

N

IT

S

C O

C

O

C

O

C

O

CO

C

O

C

O

C

O

C

O

C

O

C

O

C

O

C

O

P

E R

F

.5

P

E R

F

.5

P

E R

F

.5

P

E R

F

.5

4" PERF @ 1.04%

4" PERF @ 0.50%

.5

.5

4" @ 12.17%

6" @ 1.00%

R. 1476.61

I. 1475.61

R. 1476.42

I. 1475.42

R. 1476.3

I. 1475.30

R. 1476.14

I. 1475.14

R. 1476.14

I. 1475.00

R. 1476.30

I. 1475.16

R. 1476.42

I. 1475.28

R. 1476.61

I. 1475.47

R. 1476.61

I. 1475.61

R. 1476.61

I. 1474.28

R. 1476.61

I. 1475.61

STMH-703

R. 1474.08

I. 1473.60 (4" NE)

I. 1473.52 (6" SE)

I. 1473.60 (4" W)

I. 1473.52 (6" NW)

STMH-705

R. 1473.79

I. 1473.31 (4" W)

I. 1473.23 (6" SE)

I. 1473.31 (4" NE)

I. 1473.23 (6" NW)

STMH-701

R. 1473.97

I. 1473.18 (6" NW)

I. 1473.18 (6" SW)

I. 1473.39 (6" NE)

STMH-202

R. 1475.61

I. 1472.61 (8" SE)

I. 1472.28 (12" NW)

I. 1473.06 (6" NE)

.5

.5

STMH-704

R. 1474.28

I. 1473.71 (6" SE)

STMH-706

R. 1473.99

I. 1473.42 (6" SE)

STMH-702

RIM 1474.03

I. 1473.63(4" IN)

I. 1473.47(6" OUT)

I. 1473.47(6" IN)

C O

C

O

C

O

C

O

CO

C

O

C

O

C

O

C

O

C

O

C

O

C

O

C

O

FS 1476.30

FS 1476.30

FS 1476.14

FS 1476.42

FS 1476.42

FS 1476.61

FS 1476.61

FS 1476.61

FS 1476.42

FS 1476.42

FS 1476.30

FS 1476.30

FS 1476.14

FS 1476.14

FS 1476.14

FG 1485.34

FG 1483.51

FG 1483.48

FG 1481.39

FG 1484.49

FG 1484.39

R 1475.99

R 1481.32

R 1475.35

R 1475.61

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i d a l t d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

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EXP. JUNE 30, 2021

CC106

JFJL

COLUMBARIUM ADD ALTERNATE

LEGEND

SCALE:

COLUMBARIUM GRADING PLAN - ADD ALT

1" - 10' (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIUM UTILITY PLAN - ADD ALT

1" - 10' (30" x 42" PAPER SIZE)

EXISTING CRYPT

SECTION 32

0 10' 20'

N

LEGEND

PROPERTY LIMITS

GRADING LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

CONSTRUCTION FENCE

SILT FENCE

INLET SEDIMENT PROTECTION

SPOT ELEVATION

HIGH POINT

RIM ELEVATION

FINISH SURFACE

MATCH EXISTING

FINISHED GRADE

NEW STORM INLETS

HP 800.1

R 800.1

800.1

FS 800.1

ME 800.1

FG 800.1

1. INSTALL INLET PROTECTION DOWNSTREAM OF

CONSTRUCTION

2. INSTALL SILT FENCE AT CONSTRUCTION LIMITS

3. RESTORE DISTURBED AREAS, SEE LANDSCAPE

PLAN.

4. DRAINTILE DIRECTLY BEHIND THE WALL SHALL

BE LOCATED ABOVE THE DRAINAGE BOARD AT

THE JUNCTION OF THE WALL AND TOP OF

FOOTING SHOWN ON THE STRUCTURAL

DRAWINGS AND DETAILS 1, 2, AND 3, SHEET

CC503. DRAINTILE SHALL RUN FLAT ACROSS

THE TOP OF THE FOOTING. WHERE THE

FOUNDATION STEPS BEND THE DRAINTILE 45

DEGREES TO ALIGN WITH THE TOP OF THE

STEPPED FOOTING.

5. DRAINTILE DIRECTLY BEHIND THE HEEL OF THE

FOOTING SHALL BE PLACED FLAT ADJACENT TO

THE FOOTING AS SHOWN ON THE STRUCTURAL

DRAWINGS AND DETAILS 1, 2, AND 3, SHEET

CC503. WHERE THE FOUNDATION STEPS BEND

THE DRAINTILE 45 DEGREES TO ALIGN WITH THE

HEEL OF THE STEPPED FOOTING.

6. ALL RETAINING WALLS SHALL BE BACKFILLED

WITH AT A MINIMUM 2' OF

" TO

" CRUSHED

CLEAN AGGREGATE WRAPPED WITH 5 OZ.

NON-WOVEN GEOTEXTILE FABRIC AS SHOWN

ON THE STRUCTURAL DRAWINGS.

X.X%

GENERAL NOTES

CO

LIMITS TO ADD

ALTERNATE

EXISTING CRYPT

SECTION 32

0 10' 20'

N

PROPOSED STORM SEWER STRUCTURE SCHEDULE

NAME SIZE CASTING

STMH-701 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-702 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-703 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-704 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-705 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

STMH-706 8" NYLOPLAST OR EQUAL EJ-1573A OR EQUAL

30'-1

2'-11" 4'-0" 4'-0"

4'-0" 4'-0" 4'-0" 4'-0" 2'-11"

4'-3"4'-3"

37'-8

1/2" JOINT WITH BACKER ROD &

SEALANT BETWEEN

STONE CAP SECTIONS, TYP

SLOPE OF CAP, TYP.

1/2" JOINT WITH BACKER ROD &

SEALANT BETWEEN STONE CAP

SECTIONS AND END COLUMNS, TYP.

STONE TYPE 2,

STONE CAP, TYP.

3'-9" 3'-9"

30'-2

37'-8

3 x 10 PRE-CAST NICHE UNIT

OPEN RIGHT END

3 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

3 x 10 PRE-CAST NICHE UNIT

OPEN LEFT END

FLOWER WATER

STRIP, TYP.

TYPE 1 STONE -

FULL VENEER, TYP.

CIP CONC, TYP.

3'-9" 3'-9"

30'-2

5 x 10 PRE-CAST NICHE UNIT

OPEN RIGHT END

5 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

5 x 10 PRE-CAST NICHE UNIT

OPEN LEFT END

37'-8

3'-9" 3'-9"

30'-2

37'-8

5 x 10 PRE-CAST NICHE UNIT

OPEN RIGHT END

5 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

5 x 10 PRE-CAST NICHE UNIT

OPEN LEFT END

3'-9"

5 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

5 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

37'-8

5 x 4 PRE-CAST

NICHE UNIT

OPEN LEFT END

5 x 4 PRE-CAST

NICHE UNIT

OPEN LEFT END

1'-9

"14'-2

" 14'-2

3'-9"

14'-1

4'-0" 4'-0"

3'-0

"3'-0

14'-1

4'-0"4'-0"

3'-0

" 3'-0

2'-3

37'-8

4'-3"

1/2" JOINT WITH BACKER ROD &

SEALANT BETWEEN

STONE CAP SECTIONS, TYP.

SLOPE OF CAP,

TYP.

30'-1

2'-11" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-11"

4'-3" 4'-3"

37'-8

3'-9" 3'-9"

37'-8

4 x 10 PRE-CAST NICHE UNIT

OPEN RIGHT END

4 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

4 x 10 PRE-CAST NICHE UNIT

OPEN LEFT END

4 x 10 PRE-CAST NICHE UNIT

OPEN LEFT END

4 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

4 x 10 PRE-CAST NICHE UNIT

OPEN RIGHT END

5 x 10 PRE-CAST NICHE UNIT

CLOSED ENDS

5 x 10 PRE-CAST NICHE UNIT

OPEN LEFT END

20'-3

4'-0" 4'-0" 4'-0"

4'-0

3'-11

20'-1

4'-0

5 x 9 PRE-CAST NICHE UNIT

CLOSED ENDS

5 x 9 PRE-CAST NICHE UNIT

CLOSED ENDS

1'-9

9 COLUMN WIDE

NICHE UNIT, TYP.

4'-0"

2'-7

" 2'-6

2'-6

4'-0"

2'-7

"2'-6

2'-6

9'-2" 9'-2"

2'-3

STONE TYPE 2

NICHE CAP

4'-0"

2'-9

" 2'-6

2'-6

4'-0"

2'-9

"2'-6

2'-6

9'-2" 9'-2"

2'-3

1'-9

5 x 9 PRE-CAST NICHE UNIT

CLOSED ENDS

5 x 9 PRE-CAST NICHE UNIT

CLOSED ENDS

A

B

B

C

D

C

D

E F

E

G

H

G

H

A

J

J

I

I

EXISTING

F

EXISTING CRYPT

SECTION 32

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i t a i l s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

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EXP. JUNE 30, 2021

CC501

JFJL

COLUMBARIUM DETAILS 1

SCALE:

1A

COLUMBARIUM CAP PLAN - TYPE C1 - SINGLE-SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

1B

COLUMBARIUM WALL PLAN - TYPE W1 - SINGLE SIDED STANDALONE

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

1C

COLUMBARIUM WALL PLAN - TYPE W2 - SINGLE SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

1D

COLUMBARIUM WALL PLAN - TYPE W3 - SINGLE SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

2A

COLUMBARIUM CAP PLAN - TYPE C2 - SINGLE SIDED W/ RET. WALL TYP.

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

2B

COLUMBARIUM WALL PLAN - TYPE W4 - SINGLE SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

3A

COLUBARIUM CAP PLAN - TYPE C3 - DOUBLE-SIDED STANDALONE

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

3B

COLUMBARIUM WALL PLAN - TYPE W5 - DOUBLE-SIDED STANDALONE

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

4A

COLUBARIUM CAP PLAN - TYPE C4 - SINGLE SIDED w/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

4B

COLUMBARIUM WALL PLAN - TYPE W6 - SINGLE SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

5A

COLUBARIUM CAP PLAN - TYPE C5 - SINGLE SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

5B

COLUBARIUM WALL PLAN - TYPE W7 - SINGLE-SIDED W/ RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

6A

COLUBARIUM CAP PLAN - TYPE C6 - SINGLE SIDED W/RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

6B

COLUBARIUM WALL PLAN - TYPE W8 - SINGLE SIDED W/RET. WALL

1/4" = 1' (30" x 42" PAPER SIZE)

END COLUMN

CAP 3A'

NOT SHOWN FOR

CLARITY

END

COLUMN

CAP 3A'

END COLUMN

CAP 1A'

NOT SHOWN

FOR CLARITY

END COLUMN

CAP 1A'

END COLUMN

CAP 2A'

NOT SHOWN FOR

CLAIRTY

END COLUMN

CAP 2A'

STONE TYPE 2

COLUMN CAP (ABOVE, SEE PLAN)

COLUMBARIUM CAP & WALL LOCATION KEY MAP

N.T.S.

ADD ALT.

C6 / W8

C2 / W4

C4 / W6C4 / W6

C4 / W6

C4 / W6

C1 / W3

C1 / W3

C1 / W2

C1 / W3

- BASE BID

- ADD ALT

ADD ALT

C1 / W2

- ADD ALT

C3 / W5

C3 / W5

C3 / W5

C3 / W5

C3 / W5

- ADD ALT

C1 / W1

C1 / W1

C1 / W1

C1 / W1

- ADD ALT

C1 / W1

- ADD ALT

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

WALKLANDSCAPEWALKPIERWALL 42

NICHE BANK

4X30

PIERWALKLANDSCAPEWALK

TOP TOP

WALKLANDSCAPEWALKPIERWALL 41

NICHE BANK

4X30

PIER

TOP TOP

WALKLANDSCAPEWALKPIERWALL 40

NICHE BANK

4X30

PIER

TOP TOP

WALKLANDSCAPEWALKPIERWALL 39

NICHE BANK

4X30

PIER

TOP TOP

PIERWALL 38

NICHE BANK

4X30

PIER

TOP TOP

4X30

TOL

TOL

TOL

TOL/

TOW

A B

C D

E F G I J

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

ADD ALT.

40 39 38

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW

TOW

TOW

TOL/

TOW

ADD ALT. TEMP.

RETAINING WALL

BASE BID TEMP.

RETAINING WALL

ADD ALT. TREE

H

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

WALK LANDSCAPE WALK PIER WALL 42

NICHE BANK

4X30

PIER WALK LANDSCAPE WALK

TOPTOP

WALK LANDSCAPE WALK PIER WALL 41

NICHE BANK

4X30

PIER

TOPTOP

WALK LANDSCAPE WALK PIER WALL 40

NICHE BANK

4X30

PIER

TOPTOP

WALK LANDSCAPE WALK PIER WALL 39

NICHE BANK

4X30

PIER

TOPTOP

PIER WALL 38

NICHE BANK

4X30

PIER

TOPTOP

TOL

TOL

AB

CD

EFGIJ

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

ADD ALT.

403938

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW

TOW

ADD ALT. TEMP.

RETAINING WALL

BASE BID TEMP.

RETAINING WALL

ADD ALT. TREE

H

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

TOP

TOPTOP

TOPTOPTOPTOPTOPTOP

STONE VENEER PIERPIER

WALK

WALK

STONE VENEER PIERPIER

WALK

STONE VENEER PIERPIER

WALK

STONE VENEER PIERPIER

WALK

STONE VENEER PIERPIER

WALK

TOP

AB

CD

EFHIJ

ADD ALT.

G

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

TOP

TOP TOP

TOP TOP TOP TOP TOP TOP

WALL 43

NICHE BANK

3x30

PIER PIER

WALK

WALK

WALL 44

NICHE BANK

3x30

PIER PIER

WALK

WALL 45

NICHE BANK

3x30

PIER PIER

WALK

WALL 46

NICHE BANK

3x30

PIER PIER

WALK

WALL 47

NICHE BANK

3x30

PIER PIER

WALK

TOP

45 46 47

A B

C D

E F G H I J

ADD ALT.

TOW

TOL

TOW

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOW

TOL

TOP

TOP TOP

EXISTING

NICHES

TOP

TOP

TOP

TOP

TOP

TOPTOP

EX.

PIER

PIER

WALL 25

NICHE UNIT

5x9

PIER

WALL 26

NICHE BANK

5x14

WALL 25

NICHE UNIT

5x9

INTER.

PIER

INTER.

PIER

WALL 26

NICHE BANK

5x14

WALL 27

NICHE UNIT

5x9

WALL 27

NICHE UNIT

5x9

INTER.

PIER

PIER

PIER

WALL 28

NICHE BANK

5x30

WALL 29

NICHE BANK

5x20

PIER

WALL 30

NICHE BANK

5x30

WALL 31

NICHE BANK

5x20

PIER

PIER

WALL 32

NICHE BANK

5x30

WALL 33

NICHE BANK

5x20

PIERPIER

WALL 34

NICHE BANK

5x30

PIER

TOP

EXISTING

COLUMN

31323334

TOW/

TOL

TOW

G

J

I H F

E

D

C

B

A

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

ADD ALT.

TOP

TOP

TOP

TOW/

TOL

TOW/

TOL

TOW/

TOL

TOL

TOW

TOL

TOW

TOL

TOW

TOL

TOW

TOL

TOW

TOL

TOW

TOL

TOW

TOL

TOW

TOL

TOW

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i e v a t i o n s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

E

G

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83168

OREGON

G

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EXP. JUNE 30, 2021

CC502

JFJL

COLUMBARIUM DETAILS 2

SCALE:

COLUMBARIUM ELEVATION

1/8" = 1' (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIUM ELEVATION

1/8" = 1' (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIUM ELEVATION

1/8" = 1' (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIUM ELEVATION

1/8" = 1' (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIUM ELEVATION

1/8" = 1' (30" x 42" PAPER SIZE)

V

R I E

S

V A

R I E

S

V A

R I E

S

M

I N

3'-6"

2" AIR GAP

T.O.LEDGE

T.O.PIER

4'-6"

EQ. EQ.

6"

T O

P S

O I L

2'-0"

2'-0"

TYPE 1 STONE

FULL VENEER

4" PERF. DRAINTILE;

SEE CIVIL

WATERPROOFING MEMBRANE &

DRAINAGE BOARD. EXTEND FROM

FINISH GRADE TO BOTTOM OF

FOOTING. OVERLAP MEMBRANE

SEAMS 3" MIN. W/ CONTINUOUS TAPE.

5 oz. NON-WOVEN

FABRIC

"-3/4" CRUSHED CLEAN

AGGREGATE

1'-0" 2'-10"

1 2

V A

R I E

S

M I N

A

B

C

D

E

2"

T.O.WALL

T.O.PIER

(BEHIND)

VARIES,

11' MIN.

EQ. EQ.

3'-6"

2'-0"

T O

P S

O I L

2'-0"

CIP CONC MASONRY LEDGE

5 HIGH PRECAST

NICHE UNIT

MARBLE NICHE COVER

FLOWER WATERING STRIP

WITH 4" PERF. DRAINTILE

WATERPROOFING MEMBRANE &

DRAINAGE BOARD. EXTEND FROM

FINISH GRADE TO BOTTOM OF

FOOTING. OVERLAP MEMBRANE

SEAMS 3" MIN. W/ CONTINUOUS TAPE.

4" PERF. DRAINTILE;

SEE CIVIL

5 oz. NON-WOVEN

FABRIC

"-3/4" CRUSHED CLEAN

AGGREGATE

V A

R I E

S

A

B

C

D

E

T.O.WALL

T.O.PIER

(BEHIND)

2"

2'-10"

T O

P S

O I L

2'-0"

2'-0"

1'-0"

FLOWER WATERING

STRIP WITH 4"

PERF. DRAINTILE

5 HIGH PRECAST

NICHE UNIT

MARBLE NICHE COVER

CIP CONC MASONRY LEDGE

5 HIGH PRECAST

NICHE UNIT

MARBLE NICHE COVER

FLOWER WATERING STRIP

WITH 4" PERF. DRAINTILE

WATERPROOFING MEMBRANE &

DRAINAGE BOARD. EXTEND FROM

FINISH GRADE TO BOTTOM OF

FOOTING. OVERLAP MEMBRANE

SEAMS 3" MIN. W/ CONTINUOUS TAPE.

4" PERF. DRAINTILE;

SEE CIVIL

5 oz. NON-WOVEN

FABRIC

"-3/4" CRUSHED CLEAN

AGGREGATE

2"

4'-0"

V A

R I E

S

M

I N

8"

AIR

GAP

T.O.WALL

A

B

C

D

T.O.PIER

(BEHIND)

11"

EQ. EQ.

4'-10"

1'-0" 1'-0"

A

B

C

D

4 HIGH PRECAST

NICHE UNIT

TYPE 2

STONE CAP

FLOWER

WATERING STRIP

WITH 4" PERF.

DRAINTILE

CIP CONC

MASONRY LEDGE

4" PERF. DRAINTILE;

SEE CIVIL

MARBLE NICHE

COVER

6'-6"

6"

V A

R I E

S

V A

R I E

S

M

I N

T.O.LEDGE

T.O.PIER

5'-0"

EQ. EQ.

TYPE 1

STONE FULL

VENEER

CIP CONC

MASONRY

LEDGE

TYPE 2 STONE CAP

2"

2'-10"

1 2

1 2

A

B

C

T.O.WALL

T.O.PIER

(BEHIND)

T.O.LEDGE

EQ. EQ.

3'-6"

6"

1'-0" V

A R

I E

S

M

I N

3 HIGH PRECAST

NICHE UNIT

MARBLE NICHE

COVER

FLOWER WATERING

STRIP W/ 4" PERF.

DRAINTILE

TYPE 2 STONE CAP

TYPE 1 STONE FULL VENEER

4" PERF. DRAINTILE;

SEE CIVIL

CIP CONC

MASONRY LEDGE

V A

R I E

S

V A

R I E

M

I N

3'-0"

EQ. EQ.

4'-6"

T.O.LEDGE

T.O.PIER

6"

TYPE 1 STONE

FULL VENEER

4" PERF.

DRAINTILE

TYPE 2 STONE CAP

CIP CONC

MASONRY LEDGE

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i t a i l s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

N

G

I N

E

E

R

83168

OREGON

G

A

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Y

R

. J O

H

N

S

O

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J

U

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EXP. JUNE 30, 2021

CC503

JFJL

COLUMBARIUM DETAILS 3

SCALE:

5 HIGH COLUMBARIUM

TYPICAL NICHE SECTION - NO HEADER

1/2" = 1' (30" x 42" PAPER SIZE)

SCALE:

5 HIGH COLUMBARIUM

TYPICAL COLUMN SECTION

1/2" = 1' (30" x 42" PAPER SIZE)SCALE:

5 HIGH COLUMBARIUM TYPICAL NICHE SECTION

W/ PRECAST CONC. HEADER EXTENSION

1/2" = 1' (30" x 42" PAPER SIZE)

SCALE:

4 HIGH COLUMBARIUM

TYPICAL NICHE SECTION

1/2" = 1' (30" x 42" PAPER SIZE) SCALE:

4 HIGH COLUMBARIUM

TYPICAL END COLUMN SECTION

1/2" = 1' (30" x 42" PAPER SIZE) SCALE:

3 HIGH COLUMBARIUM

TYPICAL NICHE SECTION

1/2" = 1' (30" x 42" PAPER SIZE) SCALE:

3 HIGH COLUMBARIUM

TYPICAL END COLUMN SECTION

1/2" = 1' (30" x 42" PAPER SIZE)

1 2

V A

R I E

S

NICHE UNIT W/ PRECAST HEADER

TYPICAL CONDITIONS

NO PRECAST HEADER

TYPICAL CONDITIONS

TYPE 2 STONE

CAP

CC504

CC504

CC504

TYPE 2

STONE CAP

CC504

CC504

CC504

CC504

CC504

CC504

NOTE:

1. CIP CONC LINEWORK SHOWN FOR

ILLUSTRATION ONLY. SEE STRUCTURAL

FOR DIMENSIONS

2. SEE CC!)@ FOR T.O. PIER, T.O. WALL AND

T.O. LEDGE ELEVATIONS.

CC504

CC504

CC504

CC504

CC504

CC504

3" OVERHANG

3" OVERHANG

CAP SIZING VARIES BY SETTING

CODITION, SEE CC503

" SEALANT w/BACKER ROD, CONT. ALONG CAP JOINT.

PRECAST NICHE UNITS,

WHERE APPLICABLE

CONT. SELF ADHESIVE EPDM

SS PIN; SEE

STRUCTURAL

CIP CONC. STEM WALL,

WHERE APPLICABLE

TYPE 1 STONE FULL VENEER,

WHERE APPLICABLE

3 4

1 4

3"

OVERHANG

ALL CAPS

TYPE 2 STONE CAP

" CHAMFER ALL

TOP EDGES, TYP.

CONT. SELF ADHESIVE EPDM

MORTAR & SHIMS AS NECESSARY

TYPE 1 HORIZONTAL CELL VENTS;

LOCATE AT EACH CAP JOINT

3"

OVERHANG

ALL CAPS

BACKER ROD &

SEALANT

TYPE 2 STONE CAP

TYPE 1 FULL VENEER

2" AIR SPACE, TYP.

TYPE 1 HORIZONTAL &

VERTICAL CELL VENTS

CIP CONC. STEM WALL OR PRECAST

HEADER FOR NICHE UNIT, SEE PLANS

CONT. SELF ADHESIVE EPDM

MORTAR & SHIMS AS NECESSARY

2"

1 2

1"

MARBLE NICHE COVERS

PRE-CAST CONCRETE

COLUMBARIUM UNITS

ANCHOR PRECAST NICHE TO CIP STEM

WALL; SEE SUBMITTAL REQUIREMENTS

DECORATIVE AGGREGATE,

3" DEPTH MIN.

CIP CONC.; SACK RUB FINISH

ON ALL EXPOSED CONC.

" SEALANT w/BACKER ROD

TYPE 1 HORIZONTAL CELL VENT.

SPACED BETWEEN NICHE/NICHE &

NICHE/VENEER JUNCTION

M

I N

CIP CONC.; SACK RUB FINISH

ON ALL EXPOSED CONC.

" MORTAR AT BOTTOM ONLY

CONT. SELF ADHESIVE EPDM

THRU WALL FLASHING

MORTAR HAUNCH

TYPE 1 CELL VENT,

(BEYOND) @ EACH JOINT

MORTAR MESH IN 2" AIRSPACE,

FULL HEIGHT OF WALL/COLUMN

SS CONT. METAL TERMINATION BAR

SEALANT

" CONCAVE MORTAR JOINT

EXPANSION JOINT (TYP.)

THICKENED-EDGE CONC.

PAVEMENT, SEE CS501

SS MASONRY ANCHOR

M I N

1'-1

1'-4"

6"

2"

1 2

1 2

J N

T

" AIR GAP

1'-1

" AIR GAP

1 2

1'-4"

6"

2"

1 2

J N

T

M I N

3 4

1 4

" CHAMFER ALL

TOP EDGES, TYP.

1"

3 8

C

L

DRIP EDGE CONT.

AROUND CAP

" SEALANT w/BACKER ROD

CONT. SELF ADHESIVE EPDM

THRU WALL FLASHING

MORTAR HAUNCH

TYPE 1 CELL VENT,

(BEYOND) @ EACH JOINT

MORTAR MESH IN 2"

AIRSPACE, FULL HEIGHT

OF WALL/COLUMN

NOTE:

ADDITIONAL WALL

COMPONENTS NOT

SHOWN FOR CLARITY.

M

I N

DAMP PROOF

MASONRY LEDGE

DAMP PROOFING TO

COVER UNEXPOSED

STONE AND CONC

SURFACES

C.I.P. CONC.

TYPE 1 STONE

FULL VENEER, TYP.

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i t a i l s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

N

G

I N

E

E

R

83168

OREGON

G

A

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Y

R

. J O

H

N

S

O

N

J

U

L

Y

EXP. JUNE 30, 2021

CC504

JFJL

COLUMBARIUM DETAILS 4

SCALE:

CAP SETTING SECTION DETAIL , TYP.

1-1/2" = 1' (30" x 42" PAPER SIZE) SCALE:

NICHE UNIT CAP SETTING DETAIL, TYP.

3" = 1' (30" x 42" PAPER SIZE)

SCALE:

CAP SETTING DETAIL @ VENEER, TYP.

3" = 1' (30" x 42" PAPER SIZE)

SCALE:

NICHE WALL BASE SECTION

3" = 1' (30" x 42" PAPER SIZE)

SCALE:

COLUMN WALL BASE SECTION

3" = 1' (30" x 42" PAPER SIZE)

CC504

CC504

T.O.WALL

6"

2" 1'-4"

" AIR GAP

1'-1

M I N

1 2

1 2

J N

T

CIP CONC.

RETAINING WALL

5 HIGH PRECAST NICHE UNIT,

W/ PRECAST HEADER

2D - WALLS 37 & 38 (BASE BID), & 41 (ADD. ALT.)

2C - WALLS 34 (BASE BID), & 42 (ADD. ALT.)

2B - WALL 33 (BASE BID)

CIP CONC.

RETAINING WALL

5 HIGH PRECAST NICHE UNIT,

W/ PRECAST HEADER

TYPE 1 STONE

FULL VENEER

TYPE 1 STONE

FULL VENEER

T.O.LEDGE

TYPE 2

STONE CAP

3'-6"

EQ. EQ.

3'-6"

EQ. EQ.

T.O.WALL

T.O.LEDGE

T.O.LEDGE

T.O.WALL

V A

R I E

S

M

I N

V A

R I E

S

M

I N

V A

R I E

S

M

I N

3'-6"

EQ. EQ.

T.O.PIER

(BEHIND)

T.O.PIER

(BEHIND)

T.O.PIER

(BEHIND)

CIP CONC.

RETAINING WALL

5 HIGH PRECAST

NICHE UNIT, W/

PRECAST HEADER

SCALE:

NICHE WALL CAP SECTION - PRECAST NICHE UNIT W/ PRECAST HEADER

1-1/2" = 1' (30" x 42" PAPER SIZE)

TYPE 2

STONE CAP

TYPE 1 STONE

FULL VENEER

TYPE 2

STONE CAP

SS PIN; SEE

STRUCTURAL

SS PIN; SEE

STRUCTURAL

SS PIN; SEE

STRUCTURAL

CC504

CC504

CC504

SS MASONRY TIE

SCALE:

CAP DRIP EDGE DETAIL, TYP.

6" = 1' (30" x 42" PAPER SIZE)

CC504

CC504

CC504

SCALE:

NICHE WALL HEADER SETTING SECTION

3" = 1' (30" x 42" PAPER SIZE)

SCALE:

DAMP-PROOFING AT STONE VENEER, DETAIL.

3" = 1' (30" x 42" PAPER SIZE)

1'-10"

1'-8"

2"

1 2

1 2

10'-1

3 4

1 2

1 2

1 2

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

INSTALL TYPE 304 STAINLESS STEEL ANCHOR BOLTS, WASHERS & EXPANSION SHIELDS PER

SUBMITTAL REQUIREMENTS; FIELD INSTALL & FILL WITH SEALANT, TYP.

PRE-CAST CONCRETE COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

STAINLESS STEEL

ROSETTE

1 2

1 2

10'-0"

3 4

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

STAINLESS STEEL

ROSETTE

1 2

1 2

10'-0"

3 4

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

STAINLESS STEEL

ROSETTE

10'-0"

1 2

3 4

1 2

1 2

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

STAINLESS

STEEL

ROSETTE

10'-0"

1 2

3 4

1 2

1 2

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

STAINLESS

STEEL

ROSETTE

1'-10"

2"

1'-8"

1 2

1 2

1 2

1 2

10'-1

1 2

3 4

1 2

1 2

1'-10"

2"

1'-8"

1 2

1 2

1 2

8"

INSTALL TYPE 304 STAINLESS STEEL ANCHOR BOLTS, WASHERS & EXPANSION SHIELDS PER SUBMITTAL

REQUIREMENTS; FIELD INSTALL & FILL WITH SEALANT, TYP.

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

STAINLESS STEEL

ROSETTE

PRE-CAST CONCRETE COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

WELD PLATE PER

MANUFACTURER & STRUCTURAL

RECOMMENDATIONS &

REQUIREMENTS. (TYP.)

1'-10"

10' 1-1/2" (5x10) OR 9' 1-1/2' (5X9)

2"

1'-8"

1 2

1 2

1 2

3 4

1 2

1 2

PRE-CAST CONCRETE COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

INSTALL TYPE 304 STAINLESS STEEL ANCHOR BOLTS, WASHERS & EXPANSION SHIELDS

PER SUBMITTAL REQUIREMENTS; FIELD INSTALL & FILL WITH SEALANT, TYP.

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

STAINLESS STEEL

ROSETTE

WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)

10'-0" (5x10) OR 4'-0" (5X4)

3 4

1 2

1 2

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR

ATTACHMENT

WELD PLATE SUBMITTAL REQUIREMENTS

(TYP.)

STAINLESS

STEEL

ROSETTE

10'-0" (5x10) OR 4'-0" (5X4)

3 4

1 2

1 2

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR

ATTACHMENT

WELD PLATE SUBMITTAL REQUIREMENTS

(TYP.)

STAINLESS

STEEL

ROSETTE

1 2

1 2

1 2

1'-4"

1'-4"

1'-4"

2"

1'-8"

1 2

1 2

2"

1'-8"

1 2

1 2

2"

1'-8"

1 2

1 2

1 2

1 2

1 2

1'-10"

1'-10"

1'-10"

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i t a i l s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

E

N

G

I N

E

E

R

83168

OREGON

G

A

R

Y

R

. J O

H

N

S

O

N

J

U

L

Y

EXP. JUNE 30, 2021

CC505

JFJL

COLUMBARIUM DETAILS 5

SCALE:

3x10 PRE-CAST NICHE UNIT

3/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

4x10 PRE-CAST NICHE UNIT

3/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

5x10, 5X9 OR 5x4 PRE-CAST NICHE UNIT

3/4" = 1' (30" x 42" PAPER SIZE)

CLOSED END OPEN RIGHT END OPEN LEFT END

CLOSED END OPEN RIGHT END OPEN LEFT END

CLOSED END OPEN RIGHT END

OPEN LEFT END

PRECAST NICHE UNIT W/ PRECAST HEADER

SEE 1/C-504 FOR ADDITIONAL DETAIL

1'-2"

1'-0"

1'-6"

1'-4"

1'-2"

1'-0"

1'-6"

1'-2"

8"

6"

10"

8"

6"

NOTES:

1. ALL COLUMN STONE FACES ADJACENT TO NICHES

SHALL HAVE

" MAX. RELIEF FROM FOUNDATION

EDGE EACH WAY.

2. ALL COLUMN STONE FACES NOT ADJACENT TO

NICHES SHALL HAVE 2" MAX RELIEF. 1-

" MAX.

FROM FOUNDATION EDGE OUTWARDS AND

" MAX

RELIEF INWARDS FROM FOUNDATION EDGE .

3. CONTRACTOR SHALL PROVIDE MOCKUP.

MAX.

1 2

1 2

TYPE 1 STONE

FULL VENEER

FOUNDATION EDGE

(F.E.) ADJACENT TO

PRE-CAST NICHE

FOUNDATION

EDGE

PRE-CAST

NICHE UNIT

" SEALANT

w/BACKER ROD

CIP CONCRETE

STEM WALL

O

V E

R A

L L

C

O V

E R

NOTE:

THE MAXIMUM DIMENSIONAL TOLERANCES FOR THE NICHE COVERS SHALL BE

AS DEFINED IN THE TECHNICAL SPECIFICATIONS.

FRONT VIEW SIDE VIEW

11 1/4" OVERALL

(COVER)

PRE-DRILLED WITH

" HOLE TO

ACCEPT BOLTS AND ROSETTES (4)

TYP. VERIFY PRIOR TO

INSTALLATION

" MARBLE NICHE COVER

ALL EDGES OF THE FRONT, BACK,

AND CORNERS SHALL BE SMOOTH

SAWN AND FINISHED WITH A CLEAN

" ARIS (EASED EDGE)

ALL EDGES OF THE

FRONT, BACK, AND

CORNERS SHALL BE

SMOOTH SAWN AND

FINISHED WITH A

CLEAN

" ARIS

(EASED EDGE)

NICHE COVER SIDE

NOTE:

GRAY MARBLE COVER TO BE

PROVIDED BY GOVERNMENT &

INSTALLED BY CONTRACTOR.

ELEVATION

C

E

20"

3/4"

C

E

10-1/2" INSIDE

NICHE (FACE)

1 1/4"

10" INSIDE

NICHE (BACK)

O V

E R

A L L

C

O V

E R

I N

S I D

E

N I C

B

A C

K

I N

S I D

E

N I C

A C

E

10-1/2" INSIDE

NICHE (FACE)

11-1/4"OVERALL

(COVER)

3/4"

STAINLESS STEEL ROSETTE

1/2" CAST IN PLACE HOLE W/

3/8" Ø S.S. THREADED ROD,

NUTS AND PLASTIC SHIMS.

MARBLE NICHE COVERS W/ PRE-DRILLED

DIA. HOLES TO ACCEPT ROSETTE & BOLT -

COVERS ARE 11-1/2" WIDTH x 1'-3-3/4" HEIGHT x 34" THICK

NEOPRENE WASHER 5/8" (TYP.)

STAINLESS STEEL ROSETTE

SPANNER HEAD 3/16" x 1 1/2" S.S.

BOLT (TYP.) THROUGH 1/4" DIAM.

DRILLED HOLE.

1/2" CAST IN PLACE HOLE

PRECAST CONCRETE

NICHE

MOUNTING BRACKET

4" x 1 34" S.S. EXPANSION

BOLT, LOCK WASHER &

HEX NUT (TYP.)

PLASTIC SHIMS

3/4" MARBLE

COVER

STAINLESS STEEL

ROSETTE MATTE

FINISH

STAINLESS STEEL

BRACKET

1/2" CAST IN PLACE

HOLE

ALL EXPOSED CONCRETE (NICHE FRONTS

SHALL BE GROUND OR PATCHED SMOOTH:

APPLY 2 COATS SPECIFIED HIGH BOND

SEALER ALL EDGES OF THE FRONT, BACK &

CORNERS SHALL BE SMOOTH SAWN &

FINISHED WITH A CLEAN 18" ARIS (EASED

EDGE)

PRE-DRILLED WITH 38"

HOLE TO

ACCEPT BOLTS &

ROSETTES

(4) TYP. VERIFY

PRIOR TO

INSTALLATION

3/8" Ø x 3" S.S. THREADED ROD, LOCK

WASHER & HEX NUTS AND PLASTIC

SHIMS, TYP.

SECTION

FRONT

ELEVATION

D I A

D

I A

M I N

STAINLESS STEEL ROSETTE

(VA STANDARD); SATIN FINISH.

PROVIDE PRODUCT LITERATURE &

SAMPLE FOR APPROVAL.

WHITE COLOR

NEOPRENE WASHER

3/16" x 1 3/4" LENGTH

STAINLESS STEEL

TAMPER-PROOF

SPANNER HEAD BOLT

A

A

3"

4"

SECTION A-A SECTION B-B

BB

PLAN

ELEVATION SECTION

" THICK STAINLESS

STEEL WELD PLATE

WITH 2" STUDS

STAINLESS STEEL STRAP

WELDED TO WELD PLATES.

DO NOT WELD JOINT.

SIZE VARIES; SEE PLAN

STAINLESS

STEEL TAMPER;

PROOF SCREW

STAINLESS STEEL

CLIP ANGLE

ASSEMBLY

PLASTIC WASHER

PLASTIC LOCKWASHER

SS BOLT & HEX NUT,

1/4"-20 X 2 1/2" LONG

SS SPRING CLIP

SS SPRING CLIP

NICHE COVER MOUNTING

BRACKET, SEE 11/L-8.8

1" DIA. STAINLESS STEEL ROSETTE W/ WHITE COLOR

NEOPRENE WASHER

SIDE VIEW FRONT VIEW PLAN VIEW

1" 1/2"

1 1/2"

1 1/4"

1 1/4"

1/4"

3/4"

HEAVY DUTY STAINLESS

STEEL THREADED

SPRING-CLIP TO RECEIVE

ROSETTE BOLT

" x

" SLOTS

3/64" THICK STAMPED STAINLESS

STEEL ANGLE W/ (2) SLOTS

A

4"

NICHE ROW ID NICHE COLUMN ID

E Q

E Q

NOTES:

1. FONT TO BE OPTIMA

2. ALL CHARACTERS TO BE SAND

BLASTED TO A DEPTH OF 1/4" MIN

3. PAINT WITHIN THE INCISED LETTERS

WITH LITHOCHROME PAINT

4. SEE NUMBERING PLAN, FOR NICHE

COLUMN ID LOCATIONS

5. JOE KERNING TO LOCATE LETTERS

& NUMBERS IN BOXES

LETTERING

INCISED IN 4"

THICK STONE

LETTERING

INCISED IN

STONE CAP

1'-2"

NOTES:

1. FONT TO BE OPTIMA

2. ALL CHARACTERS TO BE SAND

BLASTED TO A DEPTH OF 1/4" MIN

3. PAINT WITHIN THE INCISED LETTERS

WITH LITHOCHROME PAINT

4. SEE NUMBERING PLAN FOR NICHE

BAY ID LOCATIONS

4" THICK

STONE

LETTERING/

STONE

STONE NICHE

BAY ID

E Q

E Q

PIER

EQ EQ

NICHE COLUMN ID - CTR

HORIZ ON CTR OF NICHE

COVER PLATE, AND CTR

OF CAP FACE.

NICHE ROW/

NICHE BAY ID

NICHE

COLUMN

STONE NICHE

BAY ID

E Q

E Q

PIER

EQ EQ

NICHE ROW/

NICHE BAY ID

NICHE

COLUMN

3 HIGH & 4 HIGH

5 HIGH

NOTE:

COLUMBARIUM NICHE BAY ARE LOCATED

ON CENTERLINE OF THE TOP NICHE

ROWS LOWEST ADJOINING NICHE UNIT.

3 1/2"

NOTE:

LOCATE NICHE ROW

ID'S ON EACH PIER

SIDE WALL FACING

COLUMBARIA NICHE

UNITS.

VERTICALLY CENTER

STONE NICHE ROW ID

TO EACH NICHE UNIT

A

B

C

D

E

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i t a i l s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

E

G

I

S

T

E

R

E

D

PR

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F

E

S

S

I

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N

A

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N

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I N

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E

R

83168

OREGON

G

A

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S

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J

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EXP. JUNE 30, 2021

CC506

JFJL

COLUMBARIUM DETAILS 6

SCALE:

NATURAL STONE ASHLAR PATTERN STONE SIZES

N.T.S.

NOTE:

1. ASHLAR PATTERN SHALL BE APPROVED DURING SHOP DRAWING & MOCK-UP REVIEW. PROVIDE

MOCK-UP FOR OWNER APPROVAL PRIOR TO ORDERING MATERIAL.

2. COLOR AND PATTERN TO MATCH EXIST CEMETERY STONE WORK AT ADMINISTRATIVE BUILDING

FRONT ENTRANCE.

3. AVOID CONTINUOUS VERTICAL LINES, MAXIMUM TWO COURSES.

4. LAYING UP TWO STONES OF THE SAME HEIGHT AND WIDTH WILL NOT BE ACCEPTED.

5. STONE JOINT WIDTH - 3/8"

6. PIN-WHEELED CONFIGURATION WILL NOT BE ACCEPTED.

SCALE:

NATURAL STONE ASHLAR RELIEF TOLERANCES

3/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

MARBLE NICHE COVERS

1-1/2" = 1' (30" x 42" PAPER SIZE)

SCALE:

S.S. ROSETTE

N.T.S.

SCALE:

S.S. ROSETTE CONNECTION

1-1/2" = 1' (30" x 42" PAPER SIZE)

SCALE:

NICHE COVER MOUNTING BRACKET

N.T.S.

SCALE:

NICHE UNIT WELD PLATE

SCALE:

COLUMBARIUM NICHE ROW AND COLUMN IDENTIFICATION

1" = 1'-0" (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIUM NICHE BAY IDENTIFICATION

3" = 1'-0" (30" x 42" PAPER SIZE)

SCALE:

COLUMBARIA NICHE BAY AND NICHE COLUMN IDENTIFICATION

1" = 1'-0" (30" x 42" PAPER SIZE) SCALE:

COLUMBARIA NICHE ROW IDENTIFICATION

1" = 1'-0" (30" x 42" PAPER SIZE)

CAP

FACE

NOTE:

1. BELOW STONE SIZES TO BE USED FOR THE ASHLAR PATTERN. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS OF STONE CONFIGURATIONS FOR ALL COLUMNS AND WALLS FOR REVIEW AND APPROVAL.

1 2

1'-11

20'-1

4'-0" 4'-0" 4'-0" 4'-0"

3'-11

1 2

2'-0"

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

TYPE 2

STONE CAP

19'-7

1'-3"

1 2

1 2

1'-5

CAST-IN-PLACE

CONCRETE

TYPE 1 STONE

THIN VENEER

20'-1

1'-5

1'-3"

1 2

1 2

3 4

CAST-IN-PLACE

CONCRETE

TYPE 1 STONE

THIN VENEER

1 2

3 4

20'-7

4'-0" 4'-0" 4'-0" 4'-0"

4'-5

2'-6"

3 4

1 4

1'-11

" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

TYPE 2

STONE CAP

1 2

1 2

3" 3"

1'-5

1'-11

SEE STRUCTURAL

S E

E

S T

R U

C T

U R

A L

2%

TOL

TOW

TYPE 2 STONE

CAP

TYPE 1 STONE

THIN VENEER

CIP CONC

RETAINING WALL

1 2

1'-1

3"3"

1'-5

1'-11

1 2

V A

R R

I E

S

M

I N

S E

E

E

L E

V A

T I O

N

V A

R R

I E

S

S E

E

E

L E

V A

T I O

N

SEE STRUCTURAL

S E

E

S T

R U

C T

U R

A L

2%

TOL

TOW

TYPE 2

STONE CAP

TYPE 1 STONE

THIN VENEER

CIP CONC

RETAINING WALL

3" TYP.

20'-1

1 2

1 2

1 2

1 2

5 8

7 8

1 2

"6

1 2

1 8

4'-2

4'-0

4'-0

4'-0

1'-10

1'-10

1 2

1 2

2%

FINISHED GRADE

SEE GRADING PLAN

TYPE 1 STONE

THIN VENEER

TYPE 2

STONE CAP

15'-0

1 2

TYPE 1 STONE

THIN VENEER

TYPE 2

STONE CAP

FINISHED GRADE

(BEHIND WALL)

SEE GRADING PLAN

20'-1

3" TYP.

1 2

1 2

1 2

1 2

1 2

2%

FINISHED GRADE

(BEHIND WALL)

SEE GRADING PLAN

TYPE 1 STONE

THIN VENEER

TYPE 2

STONE CAP

3" TYP.

19'-7

1 2

1 2

1 2

1 2

3 4

1'-3

3 8

2'-6

1 2

4'-0

1 2

3'-9

1 2

4'-0

7 8

3'-8

1 2

2%

TYPE 1 STONE

THIN VENEER

TYPE 2

STONE CAP

FINISHED GRADE

SEE GRADING PLAN

3" TYP.

1 2

1 2

1 2

19'-7

1 2

2%

FINISHED GRADE

(BEHIND WALL)

SEE GRADING PLAN

TYPE 1 STONE

THIN VENEER

TYPE 2

STONE CAP

11'-6"

1 2

2%

TYPE 1 STONE

THIN VENEER

TYPE 2

STONE CAP

FINISHED GRADE

(BEHIND WALL)

SEE GRADING PLAN

1 2

1 2

3" 3"

1'-5

1'-11

SEE STRUCTURAL

S E

E

S T

R U

C T

U R

A L

2%

TOL

TOW

TYPE 2 STONE

CAP

TYPE 1 STONE

THIN VENEER

CIP CONC

RETAINING WALL

1 2

3"3"

1'-5

1'-11

1 2

V A

R R

I E

S

M

I N

S E

E

E

L E

V A

T I O

N

V A

R R

I E

S

S E

E

E

L E

V A

T I O

N

SEE STRUCTURAL

S E

E

S T

R U

C T

U R

A L

2%

TOL

TOW

TYPE 2

STONE CAP

TYPE 1 STONE

THIN VENEER

CIP CONC

RETAINING WALL

M

I N

RAINSCREEN DRAINAGE MAT

EPDM THRU-WALL FLASHING

TYPE 1 STONE THIN VENEER

SS EXPANDED MESH

LATH, CENTER IN

MORTAR SCRATCH COAT

TYPE 2 WEEP VENT,

SPACE 10" O.C. ABOVE

THRU-WALL FLASHING

CUT FLUSH TO MORTAR

JOINT

CIP CONC WALL

CIP CONC WALL

EPDM THRU-WALL FLASHING

RAINSCREEN DRAINAGE MAT

FABRIC LAYER

SS EXPANDED MESH LATH

SCRATCH COAT

TYPE 1 STONE THIN VENEER

TYPE 2 WEEP VENT

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 y e p n c p h c i v i l c a d f i l e s s h e e t s c c o l u m b a r i t a i l s d i t j f a h r e n k a v e d o t

P

M

Office of Design and Construction

Services

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

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

E

G

I

S

T

E

R

E

D

PR

O

F

E

S

S

I

O

N

A

L

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N

G

I N

E

E

R

83168

OREGON

G

A

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Y

R

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H

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S

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N

J

U

L

Y

EXP. JUNE 30, 2021

CC507

JFJL

RETAINING WALL DETAILS 1

SCALE:

RETAINING WALL CAP PLAN - BASE BID

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL PLAN - BASE BID

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL SECTIONS - BASE BID

1/2" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL ELEVATION NORTH - BASE BID

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL ELEVATION SOUTH - BASE BID

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL ELEVATION WEST - BASE BID

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL CAP PLAN - ADD ALT

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL PLAN - ADD ALT

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL ELEVATION NORTH - ADD ALT

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL ELEVATION SOUTH - ADD ALT

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL ELEVATION WEST - ADD ALT

1/4" = 1' (30" x 42" PAPER SIZE)

SCALE:

RETAINING WALL SECTIONS - ADD ALT

1/2" = 1' (30" x 42" PAPER SIZE)

4" PERF.

DRAINTILE

SEE CIVIL

4" PERF.

DRAINTILE

MINERAL

ROCK

MULCH

NOTE:

1. CIP CONC LINEWORK SHOWN FOR

ILLUSTRATION ONLY. SEE STRUCTURAL

FOR DIMENSIONS

2. SEE CC102 & CC105 FOR T.O. PIER, T.O.

WALL AND T.O. LEDGE ELEVATIONS.

SCALE:

RETAINING WALL THIN STONE VENEER DETAIL

1/4" = 1' (30" x 42" PAPER SIZE)