S02_Attachment-3_817CM3022 Marion Gravesite Expansion-Bid Drawings_Part2.pdf

4" PVC

LONG SWEEP

90° BEND

PVC C.O. CAP

TOP OF PVC C.O. CAP SHALL BE PLACED 3" BELOW FINISHED

DECORATIVE GRAVEL SURFACE AS TO HIDE CLEANOUT, BUT

PROVIDE ACCESS AS NEEDED FOR MAINTENANCE.

3" DEEP

AGGREGATE DECORATIVE

AGGREGATE FREE

DRAINING

UNDERDRAIN SECTION

SEE DETAIL 4/LC-103

FINISH GRADE

45° BEND

PVC RISER

CLEANOUT - IN LINE / CONNECTION POINT

WYE

CAST IRON FRAME &

GRATE, MARKED C.O.

OR BLANK

4" PERFORATED PIPE

UNDERDRAIN

SECTION

SEE DETAIL

4/LC-103

CO

CO

CO

CO

TC 838.71

TC 838.79

TC 838.63 TC 838.63

TC 838.71

TC 838.71

TC 838.63

TC 838.80

TC 838.88TC 838.71

TC 838.63 TC 838.80

TC 838.63

TC 838.55

TC 838.63

TC 838.55

TC 838.71

TC 838.60

TC/ME 838.68

TC/ME 838.71

TC/ME 838.79 TC/ME 838.82 TC/ME 838.85 TC/ME 838.88 TC/ME 838.96

TC/ME 838.91

FG 838.39 FG 838.64

FG ???

TC/ME 838.92

TC/ME 838.93

TC/ME 838.95

RIM 838.68

INV 837.18

RIM 838.69

INV 837.19

62LF 4" HDPE PERFORATED DRAINTILE @ 1.00%

62LF 4" HDPE PERFORATED DRAINTILE @ 1.00%

62LF 4" HDPE PERFORATED DRAINTILE @ 1.00%

62LF 4" HDPE PERFORATED DRAINTILE @ 1.00%

RIM 838.63

INV 837.13

RIM 838.64

INV 837.14

15 LF 4" HDPE

PERFORATED

DRAINTILE @ 28.0%

14 LF 4" HDPE

PERFORATED

DRAINTILE @ 30.0%

12LF 4" HDPE

PERFORATED

DRAINTILE @ 33.0%

12LF 4" HDPE

PERFORATED

DRAINTILE @ 33.0%

INV 832.56

RIM 838.46

INV 836.73

RIM 838.54

INV 836.78

EX INV 832.65

INV 832.51

INV 832.42

INV 832.37

INV 836.57

INV 836.56

INV 836.52

INV 836.53

TC 838.88

TC 838.80

TC 838.80

TC 838.72TC 838.72TC 838.64TC 838.55TC 838.55TC 838.55TC 838.47

FG 838.47 FG 838.56

RIM 838.73

INV 836.89

RIM 838.79

INV 836.94

RIM 837.50

INV 830.74

NONWOVEN TYPE 1

DRAINAGE GEOTEXTILE.

OVERLAP 12" MIN

Bc

12" MIN

2" MIN

4" PERFORATED PIPE

SLOPED TO OUTLET AS

SHOWN ON PLANS (0.5% MIN.)

TYPICAL BEDDING SECTION

LINE OF TRENCH

SIDES PER OSHA

REQUIREMENTS

NOTE: ALL PERFORATED PIPE

SHALL BE ENCASED WITHIN

NON-WOVEN GEOTEXTILE FABRIC

& DRAINAGE AGGREGATE

PAVEMENT

SECTION

V A

R

IE

S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ co lu m ba riu m g ra di ng

.d w g ed it:

jd ob ia s sa ve d:

5/ 4/

:3

P

M p lo t:5

/4 /2

3:

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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

DI

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EE

R

EXP. JULY 31, 2022

COLUMBARIUM GRADING &

DRAINAGE PLAN

LC-103

LEGEND

HP 800.1

R 800.1

800.1

TC 800.1

ME 800.1

FG 800.1

1. SEE STRUCTURAL FOR TOP OF LEDGE

ELEVATIONS (T.O. LEDGE), TOP OF WALL

(T.O. WALL) ELEVATIONS AND TOP OF PIER

(T.O. PIER) ELEVATIONS FOR

COLUMBARIUM WALLS.

2. INSTALL INLET PROTECTION

DOWNSTREAM OF CONSTRUCTION.

3. INSTALL SILT FENCE AT CONSTRUCTION

LIMITS.

4. RESTORE DISTURBED AREA WITH 6"

TOPSOIL, SOD & IRRIGATION

INV 800.1

CO

2 COLUMBARIUM CLEANOUT

SCALE: N.T.S.

1 COLUMBARIUM GRADING & DRAINAGE PLAN

SCALE: 1" = 5'

N

3 PLANTING AREA INLET

SCALE: N.T.S.

GENERAL NOTES

0 5' 10'

EXISTING COLUMBARIUM 1

4 HIGH NICHE COLUMBARIUM

EXISTING COLUMBARIUM 2

5 HIGH NICHE COLUMBARIUM

EXISTING COLUMBARIUM 3

5 HIGH NICHE COLUMBARIUM

EXISTING COLUMBARIUM 4

4 HIGH NICHE COLUMBARIUM

PROPERTY LIMITS

GRADING LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR\

EXISTING SPOT ELEVATION

DRAINAGE ARROW

CONSTRUCTION FENCE

CONSTRUCTION FENCE ON

STANDS

SILT FENCE

NEW STORM SEWER

4" PERFORATED DRAINTILE

EXISTING STORM SEWER

EXISTING 4" PERFORATED

DRAINTILE

NEW STORM STRUCTURES

4" CLEANOUT

AREA INLET

INLET SEDIMENT PROTECTION

SPOT ELEVATION

HIGH POINT

RIM ELEVATION

INVERT ELEVATION

TOP OF CONCRETE

MATCH EXISTING

FINISHED GRADE

6'-0"

IGC

SECTION

CS-5

H Y

D E

R O

A D

2% MIN

4 UNDERDRAIN SECTION

SCALE: N.T.S.

AutoCAD SHX Text 959.4

GRID

GRID

8'-11

2", PRECAST NICHE UNIT (CLOSED) 8'-0", PRECAST NICHE UNIT (OPEN)

2'-0" 2'-0"

4' -0

20'-11 2"

GRID

GRID

GRID

GRID

1' -6

A

B

C

D

E

1 4 8 12 16

2'-0" 8'-11 2" 8'-0" 2'-0"

A

B

C

D

E

17 20 24 28 32

C

O U

R S

E S

8"

47 8"

EQEQ

C

O U

R S

E

EQ

EQ

EQEQ

1 4 8 12 16

A

B

C

D

2'-0" 8'-11 2" 8'-0" 2'-0"

17 20 24 28 32

A

B

C

D

C

O U

R S

E S

8"

47 8"

EQEQ

C

O U

R S

E

EQ

EQ

EQEQ

4' -4

2'-15 8" 5'-05

8" 5'-01 2" 2'-15

8"

20'-51 2"

GRID

GRIDGRID

GRID

GRIDGRID

5'-115 8" 5'-01

2"

4' -0

1'

-0 7 8"

1'-33 4" 2'

-8

EQ.EQ.

3' -1

13 4" 1'

-0 7 8"

1' -3

7 8"

1'-33 4"

7' -4

1 8"

8' -7

3 4"

8"

4'-0"

8"

4'-0"

7' -1

3 8" V

A R

IE

S

8"

8' -7

3 4"

1'-0"

4"

4'-0"

5' -8

7 8" V

A R

IE

S

8"

7' -3

1 4"

1'-0"

4"

5' -1

15 8"

7' -3

1 4"

8"

4'-0"

8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ co lu m ba riu m d et ai ls

.d w jfa hr en ka m d:

5/ 4/

1:

A lo t:5

/4 /2

3:

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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

No. 10910393

STATEOF

INDIANA

DI

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EE

R

EXP. JULY 31, 2022

COLUMBARIUM DETAILS 1

LC-501

2 COLUMBARIUM PLAN

SCALE: 1/2" =1'-0"

0 2' 4'

1'

LC-501

7 &9

C-103

1 COLUMBARIUM CAP PLAN

SCALE: 1/2" =1'-0"

0 2' 4'1'

NATURAL STONE

CAP (ABOVE)

BRICK VENEER

CIP-CONC. MASONRY

BACKUP

PRECAST NICHE BRICK VENEER (BELOW)

8" JOINT WITH BACKER ROD &

SEALANT BETWEEN STONE CAPS

3 COLUMBARIUM 5-HIGH ELEVATION

SCALE: 1/2" =1'-0"

0 2' 4'1'

5 COLUMBARIUM 4-HIGH ELEVATION

SCALE: 1/2" =1'-0"

0 2' 4'1'

4 COLUMBARIUM 5-HIGH PIER ELEVATION

SCALE: 1/2" =1'-0"

7 COLUMBARIUM 5-HIGH PIER SECTION

SCALE: 1/2" =1'-0"

0 2' 4'1'

C-103

6 COLUMBARIUM 4-HIGH PIER ELEVATION

SCALE: 1/2" =1'-0"

0 2' 4'1'

0 2' 4'1'

C-103

3A C-103

5A

C-103

3B C-103

5B

C-103

C-103

8" JOINT WITH BACKER ROD &

SEALANT BETWEEN PRECAST

NICHE AND BRICK, TYP.

LC-501

NATURAL STONE CAP

BRICK VENEER

NATURAL STONE PANEL

-INCISED 8" TALL

NUMBER AT 1-1/2" DEPTH,

CENTERED, TIMES NEW

ROMAN FONT;

MATCH EXISTING

NATURAL STONE CAP

BRICK VENEER

NATURAL STONE PANEL

-INCISED 8" TALL

NUMBER AT 1-1/2" DEPTH,

CENTERED, TIMES NEW

ROMAN FONT;

MATCH EXISTING

NATURAL STONE CAP

BRICK VENEER

NATURAL STONE PANEL

-INCISED 4" TALL LETTER

AT 1-1/2" DEPTH, TIMES

NEW ROMAN FONT;

MATCH EXISTING

ELEVATION A ELEVATION B

ELEVATION A ELEVATION B

NATURAL STONE CAP

-INCISED 4" TALL

NUMBER AT 38" DEPTH,

TIMES NEW ROMAN FONT

NATURAL STONE CAP

BRICK VENEER

NATURAL STONE PANEL

-INCISED 4" TALL LETTER

AT 1-1/2" DEPTH, TIMES

NEW ROMAN FONT;

MATCH EXISTING

NATURAL STONE CAP

-INCISED 4" TALL

NUMBER AT 38" DEPTH,

TIMES NEW ROMAN FONT

8 COLUMBARIUM 5-HIGH NICHE SECTION

SCALE: 1/2" =1'-0"

0 2' 4'1'

LC-501

8 & 10

LC-501

PRECAST NICHE

CIP-CONC. MASONRY BACKUP,

SEE STRUCTURAL

BRICK VENEER

NATURAL STONE CAP

2" EXPANSION JOINT 3" DEPTH DECORATIVE GRAVEL

CONCRETE PAVEMENT

DRAINAGE ROCK WRAPPED

IN GEOTEXTILE FABRIC

4" DIA. DRAINTILE

CONCRETE PAVEMENT

NATURAL STONE CAP

PRECAST NICHE

MARBLE NICHE COVER

BRICK VENEER

NATURAL STONE CAP

2" EXPANSION JOINT

CONCRETE PAVEMENT

3" DEPTH DECORATIVE GRAVEL

CONCRETE PAVEMENT

DRAINAGE ROCK WRAPPED

IN GEOTEXTILE FABRIC

4" DIA. DRAINTILE

PRECAST NICHE

MARBLE NICHE COVER

BRICK VENEER

NATURAL STONE CAP

9 COLUMBARIUM 4-HIGH PIER SECTION

SCALE: 1/2" =1'-0"

0 2' 4'1'

10 COLUMBARIUM 4-HIGH NICHE SECTION

SCALE: 1/2" =1'-0"

0 2' 4'1'

SS BRICK TIE

SS DOVETAIL BRICK TIE IN SS

SLOT CASTED INTO CIP-CONC.

LC-502

LC-502

LC-502

LC-502

LC-502

LC-502

LC-502

LC-502

S.S. DOVETAIL BRICK TIE IN

S.S. SLOT CASTED INTO

CIP-CONC. CENTER IN PIER

T.O. LEDGE T.O. LEDGE

T.O. PIER

T.O. LEDGE

T.O. LEDGE

T.O. WALLT.O. WALL

8" JOINT WITH BACKER ROD &

SEALANT BETWEEN STONE CAPS

CIP-CONC. MASONRY BACKUP,

SEE STRUCTURAL

BRICK VENEER

SS DOVETAIL BRICK TIE IN SS

SLOT CASTED INTO CIP-CONC.

T.O. PIER

NOTE:

SEE 2/LC-102 FOR

NUMBERING

NOTE:

SEE 2/LC-102 FOR

NUMBERING

8"

1'-10"

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

MANUFACTURER RECOMMENDATIONS; FIELD INSTALL & FILL WITH SEALANT, TYP.

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

GOVERNMENT SUPPLIED, CONTRACTOR INSTALLED

STAINLESS

STEEL ROSETTE

2"

1'-8" 11 2"

1' -2

1 2"

1' -3

11 2"

5' -8

1 2"

2"

1' -3

8'-11 2"

5' -8

1 2"

4"

1' -3

3 4"

PRE-CAST CONCRETE COLUMBARIUM NICHE - PROVIDE LIFTING INSERTS,

RE-INFORCING, AND WELD PLATES PER TECHNICAL SPECIFICATIONS

WELD PLATE PER MANUFACTURER & STRUCTURAL

RECOMMENDATIONS & REQUIREMENTS. (TYP.)

2" 11

2"

11 2" 2"

1'-10"

2"

1'-8"11 2"

1' -2

1 2"

1' -3

11 2"

2"

WELD PLATE PER MANUFACTURER &

STRUCTURAL RECOMMENDATIONS &

REQUIREMENTS. (TYP.)

2"

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

GOVERNMENT SUPPLIED, CONTRACTOR

INSTALLED

2"

1' -3

8'-0"

5' -8

1 2"

4"

1' -3

3 4"

WELD PLATE PER MANUFACTURER &

STRUCTURAL RECOMMENDATIONS &

REQUIREMENTS. (TYP.)

2" 11

2"

11 2" 2"

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

GOVERNMENT SUPPLIED, CONTRACTOR

INSTALLED

2"

1' -3

8'-0"

5' -8

1 2"

4"

1' -3

3 4"

WELD PLATE PER MANUFACTURER &

STRUCTURAL RECOMMENDATIONS &

REQUIREMENTS. (TYP.)

2"11

2"

11 2" 2"

2"

STAINLESS

STEEL

ROSETTE

STAINLESS

STEEL

ROSETTE

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

GOVERNMENT SUPPLIED, CONTRACTOR

INSTALLED

STAINLESS

STEEL

ROSETTE

WELD PLATE PER MANUFACTURER &

STRUCTURAL RECOMMENDATIONS &

REQUIREMENTS. (TYP.)

8'-0"

7' -1

2"

1' -3

4"

1' -3

3 4"

2" 11

2"

11 2" 2"

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

GOVERNMENT SUPPLIED, CONTRACTOR

INSTALLED

WELD PLATE PER MANUFACTURER &

STRUCTURAL RECOMMENDATIONS &

REQUIREMENTS. (TYP.)8'-0"

7' -1

2"

1' -3

4"

1' -3

3 4"

2"11

2"

11 2" 2"

STAINLESS

STEEL

ROSETTE

1'-10"

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 MANUFACTURER RECOMMENDATIONS; FIELD

INSTALL & FILL WITH SEALANT, TYP.

7' -1

2"

1'-8"

2"

1' -2

1 2"

1' -3

11 2"

2"

MARBLE NICHE COVERS:

PRE-DRILLED HOLES FOR ATTACHMENT

GOVERNMENT SUPPLIED, CONTRACTOR INSTALLED

STAINLESS STEEL

ROSETTE

WELD PLATE PER MANUFACTURER &

STRUCTURAL RECOMMENDATIONS &

REQUIREMENTS. (TYP.) 8'-11

2"

7' -1

2"

1' -3

4"

1' -3

3 4"

2" 11

2"

11 2" 2"

2"

5 8" TALL INCISED 1-1/2"

DEPTH COLUMBARIUM

SECTION LETTER - CENTER

IN PANEL - BLACK EPOXY

PAINT - FONT TO BE TIMES

NEW ROMAN - MATCH

EXISTING

1'-33 4"

1' -0

7 8"

8"

SECTION

1/

4"

TY

P

1' -0

7 8"

PLAN

ANCHOR NATURAL STONE PANEL

INTO CAST-IN-PLACE CONCRETE

WALL CORE WITH EPOXY COATED

DOWELS WITH NON-SHRINK

GROUT, (2) LOCATIONS, PER

MANUFACTURER

RECOMMENDATIONS.

NOTES:

1. SEE SPECIFICATIONS FOR MORE INFORMATION.

2. SUBMIT SAMPLE OF NATURAL STONE INCLUDING ENGRAVED

LETTERS FOR APPROVAL PRIOR TO CONSTRUCTION.

3. REFER TO SHEET LC-102 FOR COLUMBARIUM NUMBERING PLAN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ co lu m ba riu m d et ai ls

.d w jfa hr en ka m d:

5/ 4/

1:

lo t:5

/4 /2

3:

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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

No. 10910393

STATEOF

INDIANA

DI

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EE

R

EXP. JULY 31, 2022

COLUMBARIUM DETAILS 2

LC-502

2 COLUMBARIUM PIER BASE DETAIL

SCALE: 3" =1'-0"

0 6" 9"3"

1 COLUMBARIUM PIER CAP DETAIL

SCALE: 3" =1'-0"

0 6" 9"3"

NATURAL STONE CAP

1/2" DIA. SS DOWEL; SEAL

SS DRIP WATER TIGHT

BACKER ROD AND SEALANT

SS DRIP, SPAN ENTIRE

TOP OF NICHES

BRICK VENEER

4 COLUMBARIUM BASE & GRAVEL STRIP DETAIL

SCALE: 1 1/2" =1'-0"

0 12" 18"6"

3 COLUMBARIUM CAP DETAIL

SCALE: 3" =1'-0"

0 6" 9"3"

NATURAL STONE CAP

6" x 1/2" DIA. SS DOWEL, EPOXY;

SEAL SS DRIP WATER TIGHT

BACKER ROD AND SEALANT

SS DRIP, SPAN ENTIRE

TOP OF NICHES

MARBLE NICHE COVER

PRECAST CONC. NICHE

5"

1"

DRIP EDGE 14"x 14" CONT.

AROUND CAP

4"

1 2"

C

O U

R S

E S

S E

E S

H E

E T

LC

-1

6" x 1/2" DIA. SS

DOWEL, EPOXY

PRECAST CONC.

COLUMBARIUM UNIT

1'-0"

DECORATIVE AGGREGATE,

3" DEPTH MIN.

BACKROD AND SEALANT

THRU WALL FLASHING, FASTEN TO CIP

CONC. WITH SS CONT. TERMINATION BAR

SS DRIP

SS DRIP, SPAN ENTIRE

BOTTOM OF NICHES

GRANULAR

DRAINAGE BACKFILL

WRAP GRANULAR

DRAINAGE BACKFILL WITH

GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN.

4" HDPE PERFORATED

UNDERDRAIN SLOP @ 0.5% MIN.

MARBLE NICHE COVERS

SEALANT

MORTAR MESH IN AIR GAP

SS CONT. METAL

TERMINATION BAR

SEALED EXPANSION

JOINT (TYP.)

THRU-WALL FLUSHING

S.S. BRICK TIE SPACE EVERY

SIXTH COURSE VERTICALLY

AND 18" O.C. HORIZONTALLY

VERTICAL CELL VENT SPACE

EVERY 3RD BRICK JOINT

5 4 x 8 PRE-CAST NICHE UNIT - CLOSED END SCALE: 3/4" =1'-0" 6 4 x 8 PRE-CAST NICHE UNIT - OPEN RIGHT END

SCALE: 3/4" =1'-0" 7 4 x 8 PRE-CAST NICHE UNIT - OPEN LEFT END

SCALE: 3/4" =1'-0"

8 5 x 8 PRE-CAST NICHE UNIT - CLOSED END SCALE: 3/4" =1'-0" 9 5 x 8 PRE-CAST NICHE UNIT - OPEN RIGHT END

SCALE: 3/4" =1'-0" 10 5 x 8 PRE-CAST NICHE UNIT - OPEN LEFT END

SCALE: 3/4" =1'-0"

HORIZONTAL CELL VENT;

CENTER AT EACH CAP JOINT

HORIZONTAL CELL VENT;

EXTEND TO EDGE

VERTICAL CELL VENT, SPACE

EVERY 3RD BRICK JOINT

AIR GAP

MORTAR (3) BOTTOM

COURSES SOLID

1' -0

HORIZONTAL CELL VENT, SET FLUSH TO

BRICK FACE ON TOP OF SS DRIP; SPACE

EVERY 3RD BRICK JOINT HORIZONTALLY

11 COLUMBARIUM COLUMN NATURAL STONE LETTER PANEL DETAIL

SCALE: 1-1/2" = 1'-0"

0 1/2' 1' 2'

NICHE COVER SIDE

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

NOTE:

GOVERNMENT SUPPLIED

MARBLE COVER;

CONTRACTOR INSTALLED.

ELEVATION

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.

1' -3

A

T

FA

C E

20"

3/4"

1/

2" A

T

FA

C E

3/ 4"

10-1/2" INSIDE

NICHE (FACE)

4"

11 4"

10" INSIDE

NICHE (BACK)

1'

/4

O V

E R

A

LL

(C O

V E

R

1' -2

/2

" I N

S

ID

E N

IC

H

E (B

A C

K

1' -3

" I N

S

ID

E N

IC

H

E (F

A C

E

10-1/2" INSIDE

NICHE (FACE)

11-1/4"OVERALL

(COVER)

3/4"

1/

2"

3/ 4"

1'

/4

" O V

E R

A

LL

(C O

V E

R

PRE-DRILLED WITH 38" HOLE TO

ACCEPT BOLTS AND ROSETTES (4)

TYP. VERIFY PRIOR TO

INSTALLATION

4" MARBLE NICHE COVER

ALL EDGES OF THE FRONT, BACK,

AND CORNERS SHALL BE SMOOTH

SAWN AND FINISHED WITH A CLEAN

8" ARIS (EASED EDGE)

ALL EDGES OF THE

FRONT, BACK, AND

CORNERS SHALL BE

SMOOTH SAWN AND

FINISHED WITH A

CLEAN 18" ARIS

(EASED EDGE)

4"

NOTES:

1. THE MAXIMUM DIMENSIONAL TOLERANCES FOR THE NICHE COVERS SHALL

BE AS DEFINED IN THE TECHNICAL SPECIFICATIONS.

2. GOVERNMENT SUPPLIED, CONTRACTOR INSTALLED

FRONT VIEW SIDE VIEW

11 1/4" OVERALL

(COVER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ c_ co lu m ba riu m d et ai ls

.d w jfa hr en ka m d:

5/ 4/

1:

lo t:5

/4 /2

3:

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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

No. 10910393

STATEOF

INDIANA

DI

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EE

R

EXP. JULY 31, 2022

COLUMBARIUM DETAILS 3

LC-503

1/ 2"

A

A

3"

3 1/2"

12"

SECTION A-A SECTION B-B

BB

4" THICK STAINLESS

STREEL WELD PLATE

WITH 2" STUDS

STAINLESS STEEL STRAP

WELDED TO WELD PLATES.

DO NOT WELD JOINT.

SIZE VARIES; SEE PLAN

PLAN

ELEVATION SECTION

1 NICHE UNIT WELD PLATE

SCALE:

SECTIONFRONT

ELEVATION

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

1" D

IA

3/ 4"

D

IA

M

IN

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

HEAVY DUTY STAINLESS

STEEL THREADED

SPRING-CLIP TO RECEIVE

ROSETTE BOLT

16" x 34" SLOTS

62" THICK STAMPED STAINLESS

STEEL ANGLE W/ (2) SLOTS

SIDE VIEW FRONT VIEW PLAN VIEW

1/ 2"

1/

4"

1" 1/2"

1 1/2"

1 1/4"

1/

4"

1 1/4" 1/4"

3/4"

1/ 2"

1/

2"

2 S.S. ROSETTE CONNECTION

SCALE: 1-1/2" =1'-0" 3 MARBLE NICHE COVERS

SCALE: 1-1/2" =1'-0"

4 S.S. ROSETTE

SCALE: N.T.S. 5 NICHE COVER MOUNTING BRACKET

SCALE: N.T.S.

NOTE:

ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND OCCUR BETWEEN

LINES OF LETTERING.

ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

2" 5"

9" M A

X

1'-0" 5"

14" M A

X

2" 5"

5" 2"

4'-0"

M

IN

3'-0"

6"

6'-0"

8'-0"

5" 5" of Veterans Affairs

U.S. Department

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO BE

PAINTED WHITE

BORDER MEMBER PAINTED BLACK PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

2"X4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME

AND BRACE IN

BACK

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH TO

BE CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

ELEVATION SECTION

ON CENTERLINE

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

THIS SPACE FOR

CONTRACTOR'S NAME ONE

OR TWO LINES AS REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

TEMPORARY CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY LOCATION

WITH SOR/COR.

SP24.1

2" 4"

3'-0" V

A R

IE

S

3'-0"

4'-0"

2" 1 3/4"

2"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION SIGN

DETAIL THIS SHEET

RED RED

WHITE

BLUE

WOOD STRIPS

THE LIFE YOU SAVE MAY BE YOUR OWN

SEC

2-1/4"

FR

O

S T

D E

P

TH

2' -0

6" 6"

2" 8"

6-1/2" 2"

1-1/2"

7"

NOTES:

1.) "SEC" LETTERS; 1-1/2" HT., 3/15"

DEPTH, 3/16" STEMS AND BARS;

TEXT FOR SECTION ID

NUMBERSENGRAVED 2" HT., 3/16"

DEPTH, 3/8" STEMS AND BARS.

2.) SHALL BE INSTALLED TO FROST

DEPTH.

CORNERS AND EDGES INCLUDING 2"

BELOW GROUND LEVEL ROUNDED

TO 3/8" RADIUS (TYP.)

FINISHED GRADE

6 PROJECT CONSTRUCTION SIGN

SCALE: 7 PROJECT SAFETY SIGN

SCALE: 8 GRANITE SECTION MARKER

SCALE:

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

AutoCAD SHX Text 0 0 0

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

HAS WORKED

AutoCAD SHX Text

THIS PROJECT

AutoCAD SHX Text

ON SAFETY

AutoCAD SHX Text

ZERO

Department of Veterans Affairs

CO

CO

CO

CO

CO

CO

CO

CO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ l_ la nd sc ap e pl an .d w jfa hr en ka m d:

5/

4/

0:

lo t:5 /4

/2

3:

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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

KEY MAP

05/05/2021

No. 10910393

STATEOF

INDIANA

DI

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EE

R

EXP. JULY 31, 2022

PLANTING PLAN

LP-101

LEGEND

PROPERTY BOUNDARY

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

MINOR CONTOUR

MAJOR CONTOUR

SPADE EDGE

NEW SOD

NEW MULCH

1 PLANTING PLAN

SCALE: 1" = 30'

N 0 30' 60'

2 COLUMBARIUM PLANTING ENLARGEMENT

SCALE: 1" = 5'

N 0 10' 20'

BGG

BGG

BGG

BGG

LSS

IVH

IVH

SRI

SRI

BCW

LSS

LSS

LSS

PLANT SCHEDULE

TREES

Qty. Key Common & Botanical Names Size Cont. Remarks

4 ARO Red Maple, 'October Glory' 3" cal. BB Single, straight leader

Acer rubrum 'October Glory No 'v' crotches

SHRUBS

Qty. Key Common & Botanical Names Size Cont. Remarks

16 BGG Boxwood, 'Green Gem' 5 Gal. Cont. 18" ht. min.

Buxus x 'Green Gem'

6 IVH Sweetspire, 'Henry's Garnet' 5 Gal. Cont. 18" ht. min.

Itea virginica 'Henry's Garnet'

NOTE:

1. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND

THE NUMBER OF PLANTS SHOWN IN THE PLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE

PLAN WILL TAKE PRECEDENCE.

DEFINITIONS:

BB = BALLED & BURLAPPED CONT. = CONTAINER DBH = DIAMETER AT BREAST HEIGHT

CAL = CALIPER GAL. = GALLON

PERENNIALS

31 BCW Bergenia 'Winter Glow' 1 Gal. Cont. space 18" o.c.

Berfenia cordifolia 'Winterglut'

2 SRI Lilac, 'Ivory Silk' 2" cal. BB Single, straight leader

Syringa reticulata 'Ivory Silk' No 'v' crotches

3 GTI Honeylocust 'Shademaster' 3" cal. BB Single, straight leader

Gleditsia triacanthos var. inermis 'Shademaster' No 'v' crotches

4 UMG Elm 'Triumph 3" cal. BB Single, straight leader

Ulmus 'Morton Glossy' No 'v' crotches

32 LSS Creeping Lily-turf 'Silver Dragon' 1 Gal. Cont. space 18" o.c.

Liriope spicata 'Silver Dragon'

LP-101

2 1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED IN-KIND

WITHIN 14 CALENDAR DAYS OF COMPLETING WORK IN THE

SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW WITH

COR/RE AND CEMETERY STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. REFER TO IRRIGATION

PLANS FOR ADDITIONAL INFORMATION.

5. ALL SODDED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT. COORDINATE WITH IRRIGATION CONTRACTOR

AS REQUIRED.

NOTES

EXISTING BURIAL SECTIONS

PROPOSED BURIAL SECTIONS

PROPOSED BURIAL SECTIONS

GTI

UMG

ARO

AutoCAD SHX Text H Y D E R O A D

M I S S I S E N E W A R O A D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a m ar io n nc c iv il\

_0 ca d fil es s he et s\

8_ l_ la nd sc ap e de ta ils

.d w jd ob ia d:

5/ 4/

:2 lo t:5

/4 /2

3:

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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

1700 E 38TH ST, MARION, IN 46953

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF 46

05/05/2021

No. 10910393

STATEOF

INDIANA

DI

REGSTERERO

GER A AN. DERSON

PRO

FESS IONAL ENGIN

EE

R

EXP. JULY 31, 2022

PLANTING DETAILS

LP-501

1 DECIDUOUS TREE PLANTING

SCALE: N.T.S.

NOTE:

-3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN

ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES

ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED

OTHERWISE.

-MULTI-STEM TREES SHALL NOT RECEIVE STAKING.

THEY SHALL CONFORM TO ALL OTHER DECIDUOUS

TREE PLANTING REQUIREMENTS.

3x

ROOT

BALL

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

LAWN OR PLANTING BED EDGE

(SPADE EDGE IN ALL LAWN AREAS)

6" MIN. DIA. EARTH SAUCER

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE.

3" DEPTH HARDWOOD MULCH

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF

ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR COMPACTED SOIL

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS AT 2"

ABOVE ADJACENT

FINISH GRADE

MIN.

6"

LAWN SURFACE

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

LINE OF PLANTING PIT WHEN

PLANTED INDIVIDUALLY

UNDISTURBED OR COMPACTED SOIL

3" DEPTH HARDWOOD MULCH

PAVED SURFACE, IF APPLICABLE

MIN.

6"

3' MIN. TO PAVED

SURFACES

PLANTING SOIL

3" DEPTH HARDWOOD

MULCH

PAVED SURFACE,

OR LAWN

UNDISTURBED OR

COMPACTED SOIL

EDGE OF GROUNDCOVER

AREA/WALK EDGE

DISTANCE FROM EDGE

IS 12 THE SPECIFIED

O.C. SPACING

TRIANGULAR SPACE,

AT SPECIFIED O.C.

DISTANCE - EQUIDISTANT

PLANT CENTER

HARDWOOD MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDS

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (NW & SE)

PLAN VIEW OF TREE STAKING

NOT TO SCALE

HARDWOOD MULCH

LAWN

3 PLAN VIEW OF TREE STAKING

SCALE: N.T.S.

2 DECIDUOUS SHRUB PLANTING

SCALE: N.T.S. 4 SHRUB BED SPACING

SCALE: N.T.S.

5 EVERGREEN SHRUB PLANTING

SCALE: N.T.S.

6 SPADE EDGE

SCALE: N.T.S.

BOUNDARY BETWEEN

LAWN &PLANTING AREA AS

SHOWN ON PLAN

PREPARED SUBGRADE

6" DEEP SHOVEL CUT

LAWN

MULCH

PLANTING AREA

12"

3"DP.

TYP.

FERTILIZER PLANT TAB

1. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER, NOR THE PRESENCE OF THE

ENGINEER OR THEIR EMPLOYEES AND SUBCONSULTANTS AT THE CONSTRUCTION SITE,

SHALL RELIEVE THE CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS,

DUTIES AND RESPONSIBILITIES INCLUDING BUT NOT LIMITED TO, CONSTRUCTION MEANS,

METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING,

SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE CONSTRUCTION WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY

PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ENGINEER AND THEIR

PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY

CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION

WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS

SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY. THE ENGINEER AND THE ENGINEER’S

CONSULTANTS SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR’S

GENERAL LIABILITY INSURANCE POLICY.

2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT

DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND

COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF

CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO A CLARIFICATION CAN BE

ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY

CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN

EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT OR STRUCTURAL

ENGINEER OF RECORD.

3. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE

JOBSITE PRIOR TO CONSTRUCTION, START OF SHOP DRAWINGS, START OF

CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE

ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT

DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

4. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR

OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT

OF NEW WORK.

5. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR

STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE

ARCHITECTURAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE WORK SO IT WILL

CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL DESIGN.

6. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO

DETERMINE FINAL DIMENSION WITH ARCHITECT.

8. TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE

THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

9. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE

AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,

BUT NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION

EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL

ENGINEER SHALL NOT INCLUDE INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND

DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES FOR THE

ABOVE.

10. SEE ARCHITECTURAL DRAWINGS FOR DETAILS, CONDITIONS, SLEEVES, ITEMS TO BE

EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

11. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS

UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE

STRUCTURAL ENGINEER.

12. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, EACH BIDDER SHALL VISIT THE

PREMISES AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT, ETC. THE

BID SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS.

13. SHOP DRAWINGS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE

ARCHITECT. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED INDICATING REVIEW

BY THE GENERAL CONTRACTOR AND REVIEW BY THE ARCHITECT SHALL NOT BEGIN UNTIL

THIS IS COMPLETE. WORK SHALL NOT BEGIN WITHOUT REVIEW BY THE

ARCHITECT/STRUCTURAL ENGINEER.

14. SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/STRUCTURAL ENGINEER FOR

GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. NOTATIONS MADE BY THE

ARCHITECT/STRUCTURAL ENGINEER ON THE SHOP DRAWINGS DO NOT RELIEVE THE

CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS.

GENERAL

1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH:

IBC 2018

ASCE/SEI 7-16

ACI 318-14

2. RISK CATEGORY I

3. SEISMIC:

SEISMIC DESIGN CATEGORY B

IMPORTANCE FACTOR 1.0

SOIL CLASSIFICATION PER

GEOTECHNICAL REPORT D

SS 0.131g S1 0.071g Sds 0.140g Sd1 0.114g

4. WIND:

BASIC WIND SPEED 103 MPH

EXPOSURE CLASS B

MWFRS DESIGN PRESSURE 20 PSF.

5. SNOW:

GROUND SNOW 20 PSF

SNOW EXPOSURE FACTOR 0.9

THERMAL FACTOR 1.2

IMPORTANCE FACTOR 0.8

DESIGN SNOW 21 PSF

DESIGN CRITERIA AND LOADS

CAST-IN-PLACE CONCRETE

1. CONCRETE STRENGTHS SHALL CONFORM TO:

2. DRYPACK SHALL BE 1:3-1/2 PORTLAND CEMENT TO SAND WITH A MINIMUM 28-DAY

STRENGTH OF 7000 PSI.

INTENDED USE

28-DAY

STRENGTH (PSI)

MAX W/C

RATIO

A/E SLUMP

UNLESS NOTED OTHERWISE 4000 0.45 5-8% 1"-4"

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT DATED

AUGUST 28, 2020 BY TERRACON. REPORT IS ON FILE WITH THE ARCHITECT.

2. SOIL PROPERTIES PER THE GEOTECHNICAL REPORT:

ALLOWABLE NET SOIL BEARING PRESSURE:

FOOTINGS 2500 PSF

ANTICIPATED DEPTH TO ALLOWABLE

SOIL BEARING 3'-0" BELOW EXISTING GRADE

FROST DEPTH 3'-0"

3. ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED.

4. SEE 5/SS100 FOR COLUMBARIUM PAD SITE PREPARATION DETAIL.

EARTHWORK

REINFORCING STEEL

1. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL

CONFORMING TO THE FOLLOWING STANDARDS:

DEFORMED BARS ASTM A615, GR60 Fy = 60 KSI

2. MINIMUM CONCRETE COVER SHALL BE PROVIDED AS FOLLOWS TO THE

OUTERMOST REINFORCING BARS:

CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3"

EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

#6 BARS OR LARGER 2"

#5 BARS OR SMALLER 1 1/2"

3. BAR SPLICES SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS. ALL

SPLICES SHALL BE CLASS 'B' AS DEFINED IN ACI 318. IF SPLICE LENGTH IS NOT

GIVEN ON THE DRAWINGS, PROVIDE LAP LENGTH (IN INCHES) AS FOLLOWS:

LAP LENGTHS ASSUME CLEAR SPACING BETWEEN BARS OF 2 BAR DIAMETERS, AND

A MINIMUM COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BY

1.3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 1'-0" OF

FRESH CONCRETE BELOW.

BAR

SIZE

#3

OTHER

TOP

4000 PSI CONCRETE

#4 25 33

#5 31 41

#6 37 49

POST-INSTALLED ANCHORS

1. ANCHORS SERVING AS THE BASIS OF DESIGN ARE SHOWN ON THE DRAWINGS.

ACCEPTABLE ALTERNATIVE ANCHORS MAY BE SUPPLIED PROVIDED THE QUANTITY

AND CONFIGURATION MATCH THE CAPACITY OF THE DESIGN ANCHOR QUANTITY

AND CONFIGURATION. ANY ALTERNATES ARE TO BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW. INSTALL IN ACCORDANCE WITH

MANUFACTURER’S WRITTEN INSTRUCTIONS. BELOW SUMMARIZES EACH ANCHOR

TYPE USED ON THE PROJECT.

2. ADHESIVE ANCHORS: SHALL CONSIST OF DEFORMED REINFORCING BARS OR

ASTM A193 GRADE B7 RODS, HEAVY DUTY NUTS AND WASHERS AND A TWO

COMPONENT STRUCTURAL ADHESIVE. WHERE ANCHORING INTO HOLLOW

MASONRY, A SCREEN TUBE SHALL BE PROVIDED.

ANCHORED

INTO

BASIS OF DESIGN ACCEPTABLE ALTERNATES

CONCRETE

DEWALT AC 200+

SIMPSON SET-3G

HILTI HIT-HY 200

STRUCTURAL ABBREVIATION KEY

Ø -3"

ARCH

B.O.

CLR

CL

CMU

CONT

DIA

EL

EQ

(E)

EXP

EXT

f 'c Fy

HORIZ

LLH

LLV

LSH

LSV

MAX

MIN

N

NTS

OC

PCF

PL

PLF

PSF

PSI

REINF

REQD

SIM

SP

SPEC

T.O.

TYP

UNO

VERT

VIF

VWA

W/

NUMBER OR POUNDS

AT

DEGREE

DIAMETER

SLAB DEPRESSION

ARCHITECT, -URE, -URAL

BOTTOM OF

CLEAR

CENTERLINE

CONCRETE MASONRY UNIT

CONTINUOUS

DIAMETER

ELEVATION

EQUAL

EXISTING

EXPANSION

EXTERIOR

CONCRETE COMPRESSIVE STRENGTH

YIELD STRESS

HORIZONTAL

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

MAXIMUM

MINIMUM

NORTH

NOT TO SCALE

ON CENTER

POUNDS PER CUBIC FOOT

PLATE

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCING, -MENT, -ED

REQUIRED

SIMILAR

SPACE(S)

SPECIFICATION(S)

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERIFY IN FIELD

VERIFY WITH ARCHITECTURAL DRAWINGS

WITH

ABBR: DESCRIPTION:

STRUCTURAL SYMBOL LIST

NOT ALL SYMBOLS MAY APPLY

SYMBOL: DESCRIPTION:

ELEVATION

ABOVE ELEVATION +0' - 0"

STEP IN FOOTING

(+16' - 3")

S

FOUNDATION PREPARATION

VERIFY MATERIALS BELOW SHALLOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

X

X

X

C O

N T

IN

U

O U

S

P E

R

IO

D

IC

REFERENCED

STANDARD

IBC

REFERENCE

VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PROPERLY PREPARED.

X

STRUCTURAL COMPONENT TESTING AND INSPECTION

1. THE FOLLOWING TESTING AND INSPECTION OF STRUCTURAL COMPONENTS IS REQUIRED AS DETAILED IN CHAPTER 17 OF THE 2018 INTERNATIONAL BUILDING CODE (IBC) AND PROJECT

SPECIFICATIONS.

2. SEE ARCHITECTURAL, CIVIL SPECIFICATIONS FOR TESTING AND INSPECTION REQUIREMENTS OF NON-STRUCTURAL COMPONENTS.

3. WORK PERFORMED ON THE PREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL PER SECTION 1704.2.5.1 OF CHAPTER 17 OF THE 2018 INTERNATIONAL BUILDING CODE NEED NOT BE TESTED AND INSPECTED PER THE TABLE BELOW. THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS TO THE BUILDING OFFICIAL AND THE ARCHITECT AND ENGINEER OF RECORD.

DUTIES OF THE SPECIAL INSPECTION AGENCY (IBC CHAPTER 17):

A. SUBMIT A PROPOSED TESTING AND INSPECTION PROGRAM TO THE OWNER, THE ARCHITECT AND THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK. THE TABLE BELOW SHALL SERVE AS A GUIDELINE FOR THE SCOPE OF THE TESTING AND INSPECTION PROGRAM.

B. PERFORM ALL TESTING AND INSPECTION REQUIRED PER APPROVED TESTING AND INSPECTION PROGRAM.

C. FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE OWNER, THE ARCHITECT, THE ENGINEER OF RECORD AND THE GENERAL CONTRACTOR. THE REPORTS SHALL BE COMPLETED

AND FURNISHED WITHIN 48 HOURS OF INSPECTED WORK.

D. SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTION AGENCY'S KNOWLEDGE, IN CONFORMANCE

WITH THE APPROVED PLANS AND SPECIFICATIONS.

CONCRETE AND CONCRETE PLACEMENT

REVIEW OF PROPOSED MIX DESIGN AND SUPPORTING TEST RESULTS.

X

XINSPECTION OF FABRICATORS AND DURING FABRICATION.

INSPECTION OF REINFORCING STEEL, AND PLACEMENT.

X

VERIFYING USE OF REQUIRED DESIGN MIX. X ACI 318: CH. 19, 26.4.3, 26.4.4

PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE.

ASTM C172, ASTM C31,

ACI 318: 26.4, 26.12

X

INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. ACI 318: 26.5

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

X

ACI 318: 26.5.3 - 26.5.5X

1904.1, 1904.2, 1908.2, 1908.3

1908.10

1908.6, 1908.7, 1908.8

1908.9

1704.2

1908.4ACI 318: Ch. 20, 25.2, 25.3,

26.6.1 - 26.6.3

XINSPECT ANCHORS CAST IN CONCRETE.

INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. X ACI 318: 26.11.1.2(b)

ACI 318: 17.8.2

X ACI 318: 17.8.2.4

INSPECTION ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN ROW ABOVE. X ACI 318: 17.8.2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

BID DOCUMENTS

Project Director

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

CONSULTANT

Services

KEY MAP

MARIO ARREDONDO Dwg of

C R e v it L o c a l F ile s \S

.1

M a ri o n N a ti o n a l C e m e te ry

C E

N T

R A

L M e h u lk u m a r.

V .N a k ra n i.

rv t

/2

/2

:3

:4

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M

SS000

GENERAL NOTES

1700 E 38TH ST, MARION, IN 46953

817CM3022

MAY 05, 2021 ERIREI PRIPAN

15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

Revisions: Date: 4632

20' - 1 1/2"

EL ( 839.38 )

T.O. WALL

20' - 1 1/2"

WEST FACE OF NEW WEST SET OF

COLUMBARIUM TO ALIGN WITH WEST

FACE OF EXISTING COLUMBARIUM

(E) COLUMBARIUM 4 (E) COLUMBARIUM 3

1' - 6 1/2" 4 1/2"

20' - 1 1/2"

4 1/2" 1' - 6 1/2"

20' - 1 1/2"

EAST FACE OF NEW EAST SET OF

COLUMBARIUM TO ALIGN WITH EAST

FACE OF EXISTING COLUMBARIUM

SS100

TYP

E Q

/4

E Q

E Q

/4

E Q

E Q

/4

E Q

E Q

/4

E Q

EL ( 846.48 )

T.O. PIER

EL ( 839.30 )

T.O. WALL

EL ( 845.03 )

T.O. PIER

EL ( 846.48 )

T.O. PIER

EL ( 845.03 )

T.O. PIER

EL ( 839.55 )

T.O. WALL

EL ( 845.28 )

T.O. PIER

EL ( 845.28 )

T.O. PIER

EL ( 839.47 )

T.O. WALL

EL ( 846.57 )

T.O. PIER

EL ( 846.57 )

T.O. PIER

4 1/2" 1' - 6 1/2"

4 3/4" 1' - 6 1/2"

4 3/4" 1' - 6 1/2"

4 1/2" 1' - 6 1/2" 1' - 6 1/2"

4 1/2"

5 HIGH NICHE

4 HIGH NICHE

4 HIGH NICHE

5 HIGH NICHE

SS100

TYP

NOTE:

1. VERIFY DIMENSIONAL LAYOUT AND ELEVATIONS WITH LC SHEETS.

4 1/2" 1' - 6 1/2"

3' - 2 3/4"

/4

4' - 0"

(3) #6 CONT

#4 U-BARS @ 12" OC

(4) #6 CONT TOP

(2) #6 CONT SIDE

BARS, EACH SIDE

(4) #6 CONT BOTTOM

EL ( SEE PLAN )

T.O. WALL

T.O. LEDGE

#4 TIES @ 48" OC

EL (SEE PLAN)

T.O. PIER

DOWELS WITH STD 90 DEG

HOOK. MATCH VERTICAL

BAR SIZE AND SPACING

SEE 2/SS100 FOR FOOTING

INFORMATION

VERTICAL REINFORCEMENT

SEE PIER DETAIL

TIE REINFORCEMENT

SEE PIER DETAIL

SS100

EL ( SEE PLAN )

T.O. WALL

SEE PLAN

SEE PLAN

T.O. LEDGE

SS100

S E

E P

L A

N

SEE PLAN

(8) #6 VERT

#4 TIES AND CROSS

TIES @ 12" OC

N O

T E

5' - 0" 5' - 0"

COLUMBARIUM

FOUNDATION

FINISH GRADE

CONTRACTOR TO

DETERMINE SLOPE.

NOTES:

1. COORDINATE LENGTH OF COLUMBARIUM EXCAVATION WITH CIVIL AND LANDSCAPE DRAWINGS.

2. GEOTECHNICAL REPORT INDICATES APPROXIMATELY 5'-0" OF OF FAT CLAY WITH SAND IN AREA OF

COLUMBARIUM. CONTRACTOR TO REMOVE MINIMUM OF 2'-0" OF FAT CLAY BELOW BOTTOM OF

FOOTING.

3. AFTER EXCAVATING TO DEPTH SPECIFIED ABOVE, IF THE EXPOSED SUBGRADE IS COHESIVE SOIL, IT SHALL BE PROOF ROLLED WITH A FULLY LOADED DUMP TRUCK OR COMPARABLE PNEUMATIC TIRED VEHICLE. IF THE SUBGRADE IS GRANULAR SOILS, THEN THE SUBGRADE NEEDS TO BE COMPACTED

WITH A VIBRATORY ROLLER.

4. OVER-EXCAVATE ANY CONFIRMED WEAK YIELDING ZONES, BOTH VERTICALLY AND HORIZONTALLY, TO EXPOSE COMPETENT SOIL.

5. PLACE ACCEPTABLE STRUCTURAL FILL UNDER THE FOOTINGS IN LOOSE LIFTS OF ABOUT 8 INCHES TO ACHIEVE REQUIRED ELEVATIONS. EACH LIFT SHALL BE MOISTURE CONDITIONED BETWEEN -2 AND +2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95%

OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.

6. PLACE ACCEPTABLE GENERAL FILL IN AREAS NOT COVERED IN NOTE 5 IN LOOSE LIFTS OF ABOUT 8

INCHES TO ACHIEVE REQUIRED ELEVATIONS. EACH LIFT SHALL BE MOISTURE CONDITIONED

BETWEEN -2 AND +2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.

7. SEE GEOTECHNICAL REPORT FOR USCS CLASSIFICATION FOR ACCEPTABLE STRUCTURAL FILL

MATERIAL AND GENERAL FILL MATERIAL. ALL MATERIAL TO BE APPROVED AND COMPACTION

OBSERVED BY GEOTECHNICAL ENGINEER TO VERIFY THE ADEQUACY OF THE COMPACTION EFFORT.

FOR NEW FOUNDATIONS ADJACENT TO

EXISTING TO REMAIN, CONTRACTOR TO

DESIGN AND INSTALL SHORING TO NOT

UNDERMINE EXISTING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

BID DOCUMENTS

Project Director

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

CONSULTANT

Services

KEY MAP

MARIO ARREDONDO Dwg of

C R e v it L o c a l F ile s \S

.1

M a ri o n N a ti o n a l C e m e te ry

C E

N T

R A

L M e h u lk u m a r.

V .N a k ra n i.

rv t

/2

/2

:3

:4

P

M

SS100

COLUMBARIUM FOUNDATION PLAN

1700 E 38TH ST, MARION, IN 46953

817CM3022

MAY 05, 2021 ERIREI PRIPAN

15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

N O R

HT

1/4" = 1'-0"

COLUMBARIUM FOUNDATION PLAN

1 3/4" = 1'-0"

COLUMBARIUM SECTION

3/4" = 1'-0"

COLUMBARIUM SECTION

3 1" = 1'-0"

PIER DETAIL

4 1/4" = 1'-0"

COLUMBARIUM PAD SITE PREPARATION

5 SCHEMATIC

Revisions: Date: 4633

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

TIE INTO EXISTING

IRRIGATION LINE -

CONFIRM ACTUAL

LOCATION IN FIELD

AND SEE AS-BUILT

DRAWINGS

TIE INTO EXISTING

IRRIGATION LINE -

CONFIRM ACTUAL

LOCATION IN FIELD

AND SEE AS-BUILT

DRAWINGS

C

MATCHLINEMATCHLINE

4"4"

3"

4" 2"

3" 3"

3"

4"

4"

4"

2"

2"21

2"

2"

2"

2"

2"

2" 11 2"

2"11

2"

2"

2"

2" 11 2"

2"

2"

2" 11 2"

2"11

2"

2" 11 2"

2"11 2" 11

2"

2"11 2" 11

2"

2"11 2"

2"

2"

2"

2"

2" 11

2"

2"

2" 2"

2"

2"

2"11

2"

27 61.2

2"

28 61.2

2"

29 45.9

2"29

30 45.9

2"30

31 45.9

2"

32 7.10 1"

33 45.9

2"

34 61.2

2"

3530.6 1"

3630.6 1"

3745.9

2"

3845.9

2"

3945.9

2"

4061.2

2"

4161.2

2"

4245.9

2"

4361.2

2"

4461.2

2"

SEPARATE CONDUIT

2"

CONTRACTOR

RESPONSIBLE FOR

R.F. SITE SURVEY

FOR PROPER

COMMUNICATION

TO CENTRAL -

PULL POWER WIRE

FROM

EXISTING/NEW

PUMP STATION AS

PART OF BASE BID

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 1804-SAM-PRS w/ 5 Series MPR Nozzles 46 Turf Spray 4" Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2" NPT Female Threaded Inlet With Seal-A-Matic Check Valve.

Rain Bird 8005-SS-14 173 Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle.

With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" NPT Female Threaded Inlet.

Note: For Arc Reference See Irrigation Coverage Sheet IR-102/IR-103.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 150-EFB-CP-PRS-D 41 1-1/2" Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 100-EFB-CP-PRS-D 3 1 Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 44-LRC 21 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

RT/RW CLOW Isolation Valve - Line Sized 22

Tukor RKD+ w/ RKLD-050 Decoders 2 Stainless Steel Nema 4 Pedestal Field Satellite to Have Rain Bird Sensor w/ Bypass Located Out of Irrigation Coverage

Bermad C30 2" Air/Vacuum Relief Valve 2

Watertronics Pump Station 1

Tucor SP-100 Surge Protector 8 W/ Paige Wire 36" Ground Plate and Assembly w/ Ground Enhancement Materials - As Per Manufacture's Recommendations.

Paige 270RCX Re-Enterable Connector 3 W/ Paige Wire 36" Ground Plate and Assembly w/ Ground Enhancement Materials - As Per Manufacture's Recommendations.

Irrigation Lateral Line: PVC Class 200 SDR 21 (1-1/2" - 2-1/2") 7,640 l.f.

- All "Dashed" Lateral Lines to be Hand Trenched

Irrigation Mainline: PVC Class 200 SDR 21 (3" - 6") 4,184 l.f.

Pipe Sleeve: PVC C900 DR 18 Class 235 73.9 l.f.

(Two Sizes Larger Than Pipe Carried)

120vac Power Wire - #8 Pair w/ Grd (Black, White, Green) To Have Pull Boxes (w/ 12" Wire Coiled) Located Every 100' Lid Marked As Per NC Requirements

#12 Paige Maxi Comm Two-Wire Cable

Note: All Quantities Are For Reference Only. Contractor Responsible For Actual Bid Counts.

A

P

Valve Number

Valve Size

Valve Flow (Apprx GPM)

Valve Callout

C

LEGEND

B-8B-8

2"

2" 31

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h e c d s e r v e r p c n e t s h a r e c o l e s p r o j e c t s m a r i o n n a t i o n a l c e m e t e r y m a r i o n p h a s e m a r i o n n c i r r i g a t i o n d w e d i t n n a v e d l 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

STRUCTURAL / MEP:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

515.334.4308

TODD BARRETT, PE

MARIO ARREDONDO

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 # 15848

MARION NATIONAL CEMETERY

GRAVESITE EXPANSION

817CM3022

MAY 05, 2021

MARION, INDIANA

BID DOCUMENTS

BID DOCUMENTS

Date:

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA RUDISH, ASIC

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.273.1690

GURKAN OZGURGEL, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRAND

OF --

SITE IRRIGATION PLAN

1 7

IR-101

0 feet20

1" = 10'

10 30

0 feet60

1" = 30'

30 90

B-3

B-4

B-5

B-6

B-7

B-8

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

MATCHLINEMATCHLINE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 1804-SAM-PRS w/ 5 Series MPR Nozzles 46 Turf Spray 4" Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2" NPT Female Threaded Inlet With Seal-A-Matic Check Valve.

Rain Bird 8005-SS-14 173 Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle.

With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" NPT Female Threaded Inlet.

Note: For Arc Reference See Irrigation Coverage Sheet IR-102/IR-103.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 150-EFB-CP-PRS-D 41 1-1/2" Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 100-EFB-CP-PRS-D 3 1 Brass Remote Control Valve w/ Tucor RKLD-050 Decoder

Rain Bird 44-LRC 21 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

RT/RW CLOW Isolation Valve - Line Sized 22

Tukor RKD+ w/ RKLD-050 Decoders 2 Stainless Steel Nema 4…