36C78620B0003-005.pdf

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"

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)

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:

GRAY MARBLE COVER TO BE

PROVIDED BY GOVERNMENT &

INSTALLED BY CONTRACTOR.

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)

1 1/4"

1/

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"

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

HEAVY DUTY STAINLESS

STEEL THREADED

SPRING-CLIP TO RECEIVE

ROSETTE BOLT

16" x 34" SLOTS

32" 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"

18"

CAST BRONZE COLUMN WALL

ID MARKER ELEVATION

INDIVIDUAL, CAST BRONZE

NUMBER: BRUSHED SATIN

FINISH ANCHORED AS SHOWN;

TIMES NEW ROMAN, 8" HEIGHT.

MATCH EXISTING.

NOTES:

1. WORKMANSHIP: CASTINGS SHALL BE OF UNIFORM

QUALITY AND CONDITION, FREE FROM INJURIOUS

BLOWHOLES AND POROSITY, CRACKS AND OTHER

DEFECTS AND NOT WARPED OR DISTORTED, WELL

FINISHED, FREE FROM BURRS, SHARP EDGES,

SCRATCHES AND DEFECTS THAT MAY AFFECT

APPEARANCE OR SERVICEABILITY. CASTINGS SHALL

NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

2. FASTENERS: CORROSION RESISTING METAL

COMPATIBLE WITH MATERIAL OF CASTING.

3. CONTRACTOR TO SUBMIT SHOP DRAWINGS &

SAMPLE FOR APPROVAL.

BRONZE

MARKER

PRE-CAST

NICHE UNIT

1"

CL

CAST BRONZE COLUMN WALL

ID MARKER SECTION

NATURAL STONE

ASHLAR PATTERN

FACE OF CAST-IN-PLACE

CONCRETE

EXTEND STUDS MIN. 2" INTO

NATURAL STONE ASHLAR - (2) PER

MARKER (PER MANUFACTURER

RECOMMENDATIONS); STUDS TO

MAINTAIN A 1" MIN. CLEARANCE

FROM ALL NATURAL STONE

JOINTS - ANCHOR WITH

NON-SHRINK GROUT - FIELD DRILL

HOLES TO ENSURE MARKERS

ALIGN AND CENTER ON MEMORIAL

WALL ROWS/COLUMNS - KEEP

STUDS 1" MIN. CLEAR FROM

MORTAR JOINTS

1" AIR GAP

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

THREADED MOUNTING STUD

(2) MIN. PER CASTING, TYP.

FIELD DRILLED HOLE BASED

ON MANUFACTURER

PROVIDED, R.E. APPROVED

TEMPLATE TO ACCEPT

MOUNTING STUD; HOLE TO

BE 1/4" MIN. LARGER DIAM.

& 1/4" DEEPER THAN

MOUNTING STUD

2" MIN.

1" MI

N.

1" MI

N.

2" MIN.

1/ 2"

A

A

3"

3 1/2"

VARIES; SEE PLAN

VARIES; SEE PLAN

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

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

2"

CAST BRONZE NICHE WALL

ROW MARKER ELEVATION

INDIVIDUAL, CAST BRONZE

LETTER: BRUSHED SATIN FINISH

ANCHORED AS SHOWN; TIMES

NEW ROMAN, 2" DIA. MATCH

EXISTING.

BRONZE

MARKER

4"

CL

CAST BRONZE NICHE WALL

ROW MARKER SECTION

NATURAL STONE

ASHLAR PATTERN

FACE OF CAST-IN-PLACE CONCRETE

EXTEND STUDS MIN. 2" INTO NATURAL STONE ASHLAR - (1)

PER MARKER (PER MANUFACTURER RECOMMENDATIONS);

STUDS TO MAINTAIN A 1" MIN. CLEARANCE FROM ALL

NATURAL STONE JOINTS - ANCHOR WITH NON-SHRINK

GROUT - FIELD DRILL HOLES TO ENSURE MARKERS ALIGN

AND CENTER ON MEMORIAL WALL ROWS/COLUMNS - KEEP

STUDS 1" MIN. CLEAR FROM MORTAR JOINTS

1" AIR GAP

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

THREADED MOUNTING STUD

(2) MIN. PER CASTING, TYP.

FIELD DRILLED HOLE BASED ON

MANUFACTURER PROVIDED, R.E. APPROVED

TEMPLATE TO ACCEPT MOUNTING STUD; HOLE

TO BE 1/4" MIN. LARGER DIAM. & 1/4" DEEPER

THAN MOUNTING STUD

2" MIN. 1" MI

N.

C4"

CAST BRONZE NICHE WALL

COLUMN MARKER ELEVATION

INDIVIDUAL, CAST BRONZE

NUMBER: BRUSHED SATIN

FINISH ANCHORED AS SHOWN;

TIMES NEW ROMAN, 4" DIA.

MATCH EXISTING.

BRONZE

MARKER

CL

NATURAL

STONE CAP

PRE-CAST

NICHE UNIT

CAST BRONZE NICHE WALL

COLUMMN MARKER SECTION

FACE OF NATURAL

STONE CAP

EXTEND STUDS MIN. 2" INTO

NATURAL STONE CAP - (1)

PER MARKER (PER

MANUFACTURER

RECOMMENDATIONS);

ANCHOR WITH NON-SHRINK

GROUT - FIELD DRILL HOLES

TO ENSURE MARKERS ALIGN

AND CENTER ON MEMORIAL

WALL ROWS/COLUMNS - KEEP

STUDS 1" MIN. CLEAR FROM

MORTAR JOINTS

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

THREADED MOUNTING STUD

(2) MIN. PER CASTING, TYP.

FIELD DRILLED HOLE BASED

ON MANUFACTURER

PROVIDED, R.E. APPROVED

TEMPLATE TO ACCEPT

MOUNTING STUD; HOLE TO

BE 1/4" MIN. LARGER DIAM.

& 1/4" DEEPER THAN

MOUNTING STUDE

Q

E Q

E

D

C

B

A

E

D

C

B

A

EQ. EQ.

CL

CL

CL

CL

CL

CL

E Q

TY

P

E Q

TY

P

6"

EQ

EQ

.21'

-0 1 2"

C

B

A

E Q

TY

P

E Q

TY

P

CL

CL

CL

CLEQ. EQ.

6"

EQ

EQ

.21'

-0 1 2"

E

D

C

B

A

E

D

C

B

A

EQ. EQ.

CL

CL

CL

CL

CL

CL

CLCL

CL

CL

CL

CL

E Q

TY

P

E Q

TY

P

6"

EQ

EQ

1' -0

1 2"

EE

DD

CC

BB

AA

CL

CL

CL

CL

CL CL

CL

CL

CL

CL

E Q

TY

P

E Q

TY

P

6"

CC

BB

AA

CL

CL

CL

CLCL

CL

CL

E Q

TY

P

E Q

TY

P

6"

CL

CL

1 2"

EQ

EQ

EDGE OF 34"

CHAMFER

COLUMN, WHERE

APPLICABLE

4"Ø CAST BRONZE PLAQUE.

TEXT TO BE TIMES NEW

ROMAN AT 11

2" HEIGHT,

ALIGN WITH CENTERLINE OF

NICHE. INSTALL AT EVERY

TENTH VERTICAL ROW; SEE

DETAIL 6/C-509

COLUMBARIUM

PRE-CAST

NICHE

y:

\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_C

_C O

LU

M

B A

R

IU

M D

E

TA

IL

S

.d w g

/1

0/

2:

P M

COLUMBARIUM DETAILS 5

25JL JL

y:

\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_C

_C O

LU

M

B A

R

IU

M D

E

TA

IL

S

.d w g

/1

0/

2:

P M

COLUMBARIUM DETAILS 5

C-509

25JL JL

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

SCALE:2

MARBLE NICHE COVERS

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

SCALE:4

S.S. ROSETTE

N.T.S.

SCALE:1

S.S. ROSETTE CONNECTION

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

SCALE:5

NICHE COVER MOUNTING BRACKET

N.T.S.

SCALE:8

CAST BRONZE COLUMN WALL ID MARKERS

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

SCALE:3

NICHE UNIT WELD PLATE

SCALE:7

CAST BRONZE NICHE WALL ROWS MARKERS

3" = 1' (30" x 42" PAPER SIZE)SCALE:6

CAST BRONZE NICHE WALL COLUMN MARKERS

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

SCALE:9

WALL ID & ROW MARKERS

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

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED - 2" DIA BRONZE

LETTER, FONT TIMES NEW

ROMAN; SEE DETAIL 7/C-509

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED - 2" DIA BRONZE

LETTER, FONT TIMES NEW

ROMAN; SEE DETAIL 7/C-509

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED - 2" DIA BRONZE

LETTER, FONT TIMES NEW

ROMAN; SEE DETAIL 7/C-509

ALPHA ROWS BEGIN WITH FIRST

ROW FROM THE BOTTOM; EACH

ROW LABELED - 2" DIA BRONZE

LETTER, FONT TIMES NEW

ROMAN; SEE DETAIL 7/C-509

SCALE:10

COLUMN MARKERS

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

8" HEIGHT X 1" THICK

TIMES NEW ROMAN

BRONZE COLUMBARIUM

NUMBER AT EACH END

FACING STREET. KEEP

ANCHORS A MINIMUM OF

1" FROM ALL STONE

VENEER JOINTS; SEE

DETAIL 8/C-509

8" HEIGHT X 1" THICK

TIMES NEW ROMAN

BRONZE COLUMBARIUM

NUMBER AT EACH END

FACING STREET. KEEP

ANCHORS A MINIMUM OF

1" FROM ALL STONE

VENEER JOINTS; SEE

DETAIL 8/C-509 8" HEIGHT X 1" THICK

TIMES NEW ROMAN

BRONZE COLUMBARIUM

NUMBER AT EACH END

FACING STREET. KEEP

ANCHORS A MINIMUM OF

1" FROM ALL STONE

VENEER JOINTS; SEE

DETAIL 8/C-509

AutoCAD SHX Text

AutoCAD SHX Text

EXTEND VENEER 12" MIN.

BELOW FINISH GRADE, TYP.

FINISH GRADE

SEE GRADING

PLAN

END COLUMN

TYPE 1 STONE THIN VENEER

TYPE 2 STONE CAP

FINISHED GRADE (BEHIND WALL)

SEE GRADING PLAN

2" TYP.

EXTEND VENEER 12" MIN.

BELOW FINISH GRADE, TYP.

FINISH GRADE

SEE GRADING PLAN

END COLUMN

TYPE 1 STONE THIN VENEER

TYPE 2 STONE CAP

FINISHED GRADE (BEHIND WALL)

SEE GRADING PLAN

2" TYP.

TYPE 1 STONE THIN VENEER

EXTEND VENEER 12" MIN.

BELOW FINISH GRADE, TYP.

FINISH GRADE

SEE GRADING PLAN

END COLUMN

TYPE 2 STONE CAP

FINISHED GRADE (BEHIND WALL)

SEE GRADING PLAN

2" TYP.

CL

CL

TYPE 1 STONE

THIN VENEER

8" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

10"

CAST-IN-PLACE

CONCRETE

GRID

TOC

792.06

TOC

792.29

TOC

792.52

TOC

792.75

TOC

792.98

TOC

793.21

TOC

793.44

TOC

793.67

TOC

793.90

TOC

794.13

TOC

794.36

TOC

794.59

TOC

794.82

8" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

SLOPE OF

CAP, TYP.

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

GRID

CL

1'-2" 2'-

" T

YP.

'-0

22'-41 2"

14'-3 4"

2"

TYP.

OVERLA

P

OF C

APS

CL

CL

CL

CL

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

8" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

GRID

R

'-4

TYPE 1 STONE

THIN VENEER

8" SEALED EXPANSION

JOINT BETWEEN STONE

CAP SECTIONS

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS CAST-IN-PLACE

CONCRETE

TOC

792.06

TOC

792.29

TOC

792.52

TOC

792.75

TOC

792.98

TOC

793.21

TOC

793.44

TOC

793.67

TOC

793.90

TOC

794.13

TOC

794.36

TOC

794.59

TOC

794.82

TOC

796.75

TOC

796.52

TOC

796.29

TOC

796.06

TOC

795.83

TOC

794.45

TOC

794.68

TOC

794.91

TOC

795.14TOC

795.37

TOC

795.60

SLOPE OF

CAP, TYP.

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

CL

CL

8" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

SLOPE OF

CAP, TYP.

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

1'- 2"

2'-5 18 " TYP.

13'-0 12 "

22'-41 2"

2" TYP.

OVERLAP

OF CAPS

2' -1

1'- 2"

22'-41 2"

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

2" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

AND COLUMBARIUM COLUMNS

8" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

SLOPE OF

CAP, TYP.

2'-51

8" TYP.2"GRID

TYPE 1 STONE THIN VENEER

HANDRAIL

EXTEND VENEER 12" MIN.

BELOW FINISH GRADE, TYP.

FINISH GRADE

SEE GRADING PLAN

TYPE 2 STONE CAP

FINISHED GRADE (BEHIND WALL)

SEE GRADING PLAN

2" TYP.

TYPE 1 STONE THIN VENEER

HANDRAIL

2'-5" MAX.

TYPE 2 STONE CAP

EXTEND VENEER 12" MIN.

BELOW FINISH GRADE, TYP.

FINISH GRADE

SEE GRADING PLAN

FINISHED GRADE

(BEHIND WALL)

SEE GRADING PLAN

2" TYP.

CAST-IN-PLACE

CONCRETE

CL

CL

1' -0

8" SEALED EXPANSION JOINT

BETWEEN STONE CAP SECTIONS

TYPE 1 STONE

THIN VENEER

DECORATIVE AGGREGATE

FLOWER STRIP

TOC

790.51

TOC

790.28

TOC

790.05

TOC

789.82

TOC

789.59

TOC

789.36

SLOPE OF

CAP, TYP.

6'-2"

2'-41

8" TYP.

32'-3 18 "

2" TYP.

OVERLAP

OF CAPS

CL

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020 y:

\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_C

_C O

LU

M

B A

R

IU

M D

E

TA

IL

S

.d w g

/1

0/

2:

P M

RETAINING WALL DETAILS 1

26JL JL

y:

\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_C

_C O

LU

M

B A

R

IU

M D

E

TA

IL

S

.d w g

/1

0/

2:

P M

RETAINING WALL DETAILS 1

C-510

26JL JL

SCALE:7

RETAINING WALL ELEVATION 2A

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

C-511

C-511

SCALE:10

RETAINING WALL ELEVATION 2B

1/4" = 1' (30" x 42" PAPER SIZE)SCALE:9

RETAINING WALL ELEVATION 1

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

SCALE:4

RETAINING WALL PLAN 1

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

SCALE:1

RETAINING WALL CAP PLAN 1

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

SCALE:5

RETAINING WALL PLAN 2

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

SCALE:2

RETAINING WALL CAP PLAN 2

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

SCALE:11

RETAINING WALL ELEVATION 3B

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

SCALE:8

RETAINING WALL ELEVATION 3A

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

SCALE:6

RETAINING WALL PLAN 3

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

SCALE:3

RETAINING WALL CAP PLAN 3

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

C-511

C-511

TML

TOC

C-511

N

N

N

N

N

N

R

'-0

C-510

C-510

C-510

C-510

C-510

C-507 7B

C-507 7B

C-507 7A

AutoCAD SHX Text

TYPE 1 STONE FULL

VENEER END COLUMN

(BEYOND)

TYPE 2 STONE CAP

(BEYOND)

CIP CONC MASONRY LEDGE

CIP REINF. CONC. STAIRCASE

w/MEDIUM BROOM FINISH &

FTG - REF TO STRUCTURAL.

3'-0" CIP CONC KNEE WALL (BEYOND)

6'-0"

1'-0"

6"

R 12 "10"

2"

1"

EXPANSION JOINT

EXPANSION JOINT

B.O. STAIR

T.O. STAIR

CONCRETE PLAZA SLAB

3'-0"

4"

1'-0"

1'-0"

1-1/2" DIA. METAL PIPE

HANDRAIL (RAILS &

POST WELDED)

CL

CL

SEE STRUCTURAL

1-1/2" DIA. METAL PIPE

HANDRAIL (RAILS &

POST WELDED)

CIP REINF. CONC. STAIRCASE

w/MEDIUM BROOM FINISH &

FTG - REF TO STRUCTURAL.

3'-0"

6"

CIP CONC KNEE

WALL (BEYOND)

6'-0"

R 12 " 2"

1"

EXPANSION JOINT

EXPANSION JOINT

CONCRETE PLAZA SLAB

T.O. STAIR

B.O. STAIR

3'-0"

4"

1'-0"

1'-0"

CL

CL

SEE STRUCTURAL

1'-0"

CIP REINF. CONC. STAIRCASE

w/MEDIUM BROOM FINISH &

FTG - REF TO STRUCTURAL.

3'-0"

1'-0"

6"

CIP CONC KNEE WALL

(BEYOND)

TRUNCATED

DOMES

5'-0"

R 12 " 2"

2'-0"

EQ. EQ.

1"

EXPANSION JOINT

EXPANSION

JOINT (TYP.)

CONCRETE PLAZA SLAB

T.O. STAIR

B.O. STAIR

1-1/2" DIA. METAL

PIPE HANDRAIL

(RAILS & POST

WELDED)

1'-0"

10"

4"

1'-0"

CL

CL

SEE STRUCTURAL

TOC

V A

R

IE

S 2'

-5 " M

A X

TYPE 2 STONE CAP

TYPE 1 STONE THIN VENEER

CIP CONC RETAINING

WALL

SEE STRUCTURAL

TOC

V A

R

IE

S 2'

-5 " M

A X

V A

R

IE

S 2'

-5 " M

A X

TOC

TYPE 2 STONE CAP

TYPE 1 STONE THIN VENEER

CIP CONC RETAINING

WALLSEE STRUCTURAL

SEE STRUCTURAL

2% 2%

FG (EQUAL)

FG

2%

HANDRAIL

TYPE 2 STONE CAP

TYPE 1 STONE THIN VENEER

CIP CONC RETAINING

WALLTOC

SEE STRUCTURAL

V A

R

IE

S 2'

-5 " M

A X

6"

4" PERFORATED

DRAINTILE

MINERAL

ROCK MULCH

1' -6

MINERAL

ROCK MULCH

1'-4" 2"

8" 23

8"

RAINSCREEN DRAINAGE MAT

CONT. SELF-ADHESIVE EPDM

MEMBRANE, OVERLAP 3", HOLD

BACK 1/2" FROM FACE, SET STONE

CAP IN MORTAR/GROUT BED

TYPE 1 STONE THIN VENEER

SS EXPANDED MESH

LATH, CENTER IN 12"

MORTAR SCRATCH COAT

3/8" BACKROD AND SEALANT

SS. PIN, 2 PER CAP, CENTERED IN

CIP CONC WALL EPOXY PIN INTO

CIP CONC WALL AND NATURAL

STONE CAP PROVIDE SEALANT

AT PIN AND EPDM JUNCTION

DECORATIVE GRAVEL

STRIP WITH 4" PERF.

DRAINTILE

HANDRAIL

CIP CONC MASONRY

LEDGE TYP.

3"

SEE DETAIL 9 - THIS

SHEET (REVERSED)

RAINSCREEN DRAINAGE MAT

EPDM THRU-WALL FLASHING

TYPE 1 STONE THIN VENEER

1' -0

" M

IN

SS EXPANDED MESH

LATH, CENTER IN 12"

MORTAR SCRATCH COAT

2" M

IN

8" M

A X

TYPE 2 WEEP VENT,

SPACE 10" O.C. ABOVE

THRU-WALL FLASHING

CUT FLUSH TO MORTAR

JOINT

DAMP PROOFING, 6" MIN.

BELOW MASONRY LEDGE

TO TOP OF WALL

CIP CONC WALL

DAMP PROOFING

6" MIN. BELOW

MASONRY LEDGE

2" MASONRY LEDGE

9" M

IN

DAMP PROOFING

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

OUTLINE OF MINERAL

ROCK MULCH AND

DRAINTILE, WHERE

APPLICABLE

3" DIA. SST COVER

1 1/2" DIA.

METAL POST

STAINLESS STEEL

ANCHOR PLATE BY

MANUFACTURER

+/- 3"

CORE DRILLED POST

INTO KNEE WALL

STEP, 6" MIN.; EPOXY

PER MANUFACTURER

RECOMMENDATIONS

CL

4"

R 1 2

RAINSCREEN DRAINAGE MAT

CONT. SELF-ADHESIVE EPDM

MEMBRANE, OVERLAP 3", HOLD

BACK 1/2" FROM FACE, SET STONE

CAP IN MORTAR/GROUT BED

TYPE 1 STONE THIN VENEER

SS EXPANDED MESH

LATH, CENTER IN 12"

MORTAR SCRATCH COAT

DAMP PROOFING

DAMP PROOFING

CIP CONC WALL

CONT. SELF ADHESIVE EPDM

MEMBRANE, HOLD MEMBRANE

BACK 1/2" FROM FACE

RAINSCREEN DRAINAGE MAT

FABRIC LAYER

SS EXPANDED

MESH LATH

SCRATCH COAT

STONE TYPE 1 -

THIN VENEER

TYPE 1 WEEP VENT (VERTICAL)

EXTEND TO RAINSCREEN DRAINAGE

MAT, WEEP VENT SHALL NOT EXTEND

PAST STONE VENEER FACE, SPACE

LONGITUDINALLY EVERY 24"-36",

3/8" BACKROD AND SEALANT

SS. PIN, 2 PER CAP, CENTERED IN

CIP CONC WALL; EPOXY PIN INTO

CIP CONC WALL AND NATURAL

STONE CAP; PROVIDE SEALANT

AT PIN AND EPDM JUNCTION

CIP CONC WALL

TYPE 2 STONE CAP

1'-2" 1

4"

2"

TYPE 1 WEEP VENT (HORIZONTAL)

PLACE AT EVERY CAP JOINT

EXTEND DAMP

PROOFING 2" MIN.

ON TOP OF CIP

CONC. WALL

8"

2"

8"

SHREDDED HARDWOOD MULCH

WITH LANDSCAPE FABRIC

6"

3"

1'-2" 1 4"

8"

2"2"

8"

2" SEALANT

w/BACKER ROD

CONT. SELF

ADHESIVE EPDM

TYPE 1 STONE

THIN VENEER

DRIP EDGE 14"x 14"

CONT. AROUND CAP

BACKER ROD &

SEALANT

CONT. SELF

ADHESIVE EPDM

TYPE 2 STONE CAP

3"

CL

4"

2"

R3

R3"

3" DIA. SST COVER

1 1/2" DIA.

METAL POSTSTAINLESS STEEL

ANCHOR PLATE BY

MANUFACTURER

+/- 3"

CORE DRILLED POST

INTO CONCRETE

STEP, 6" MIN.; EPOXY

PER MANUFACTURER

RECOMMENDATIONS

CL

4"

4"

2"

CL

R3"

R3

JL JLJL JL

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

SCALE:1

STAIRCASE SECTION ELEVATION 1

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

STAIRCASE SECTION ELEVATION 2

1/2" = 1' (30" x 42" PAPER SIZE) SCALE:3

STAIRCASE SECTION ELEVATION 3

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

SCALE:6

RETAINING WALL SECTION 3

1/2" = 1' (30" x 42" PAPER SIZE)SCALE:4

RETAINING WALL SECTION 1

1/2" = 1' (30" x 42" PAPER SIZE) SCALE:5

RETAINING WALL SECTION 2

1/2" = 1' (30" x 42" PAPER SIZE) SCALE:7

RETAINING WALL BASE DETAIL

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

SCALE:8

RETAINING WALL STONE CAP DETAIL 1

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

SCALE:10

RETAINING WALL STONE CAP DRIP DETAIL

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

SCALE:12

HANDRAIL POST COVERPLATE DETAIL

3" = 1' (30" x 42" PAPER SIZE)SCALE:9

RETAINING WALL STONE CAP DETAIL 2

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

C-511 y:

\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_C

_C O

LU

M

B A

R

IU

M D

E

TA

IL

S

.d w g

/1

0/

2:

P M

RETAINING WALL DETAILS 2

y:

\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_C

_C O

LU

M

B A

R

IU

M D

E

TA

IL

S

.d w g

/1

0/

2:

P M

RETAINING WALL DETAILS 2

C-511

C-511

C-511

C-511

C-511

C-511 9&10

C-511

C-511 9&10

C-511 9&10

C-511

C-511

SCALE:11

STAIRCASE RAILING DETAIL

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

C-511

C-511

C-511 13 C-511

C-511

C-511

C-511

C-511

C-511

CONNECTION AT KNEE WALL

CONNECTION AT STAIRCASE

AutoCAD SHX Text

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO CO

CO

CO

HFS

AML

AML

HFS

AML

AML

AML

HFS

AML

AML

AML

HFS

CAR

AGS

MRR

PFV UPL

PFV

HFS

HPM

BTC

SMN

SAJ

HFS

HPM

BTC

SAJ

SMN

MRR

ARR

ARR

CAT

CAT

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

KEY MAP

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

Y :\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_L

_L A

N D

S C

A P

E .d w g

/1 0/

:0

P

M

PLANTING PLAN

L-101

28JL JF

N 0 10' 20'

SCALE:1

PLANTING PLAN

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

LEGEND

NEW SOD

SPECIAL SOIL AMENDMENTS

SEE SPECIFICATIONS

MINERAL ROCK MULCH

1-1/2"-3" DIA.

ROOT BARRIER

BOULDERS 18"-30" DIA.

KEYNOTES

SHREDDED HARDWOOD MULCH

LANDSCAPE METAL EDGER

ROOT BARRIER

MINERAL ROCK MULCH

PLANT SCHEDULE

DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE

ARR 4 RED MAPLE B&B 1 - 1/2" CAL.

ACER RUBRUM `RED ROCKET`

UPL 3 LACEBARK ELM B&B 2 - 1/2" CAL.

ULMUS PARVIFOLIA

EVERGREEN TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE

PFV 10 VANDERWOLF`S PYRAMID PINE B&B 6` HT.

PINUS FLEXILIS `VANDERWOLF`S PYRAMID`

ORNAMENTAL TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE

AGS 2 SERVICEBERRY B&B 1 - 1/2" CAL.

AMELANCHIER X GRANDIFLORA

CAR 2 REDBUD B&B 1 - 1/2" CAL.

CERCIS CANADENSIS

MRR 6 ROYAL RAINDROPS CRABAPPLE B&B 1 - 1/2" CAL.

MALUS X `ROYAL RAINDROPS`

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT

AML 64 LOW SCAPE MOUND CHOKEBERRY #3 CONT.

ARONIA MELANOCARPA `UCONNAM165`

BTC 14 CONCORDE JAPANESE BARBERRY 1 GAL

BERBERIS THUNBERGII `CONCORDE`

CAT 230 TOM THUMB CRANBERRY COTONEASTER 3 GAL.

COTONEASTER APICULATUS `TOM THUMB`

HFS 60 SUNBURST HYPERICUM #5 CONT.

HYPERICUM FRONDOSUM `SUNBURST`

PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT

HPM 30 PARDON ME DAYLILY 1 GAL

HEMEROCALLIS X `PARDON ME`

SMN 28 MAY NIGHT SAGE 1 GAL

SALVIA X SYLVESTRIS `MAY NIGHT`

SAJ 20 STONECROP 1 GAL

SEDUM SPECTABILE `AUTUMN JOY`

2"

ORIGINAL SLOPE

ORIGINAL SLOPE

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.

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

(2) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (NW & SE)

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

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDS

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(2) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (NW & SE)

PLAN VIEW OF TREE STAKING

NOT TO SCALE

HARDWOOD MULCH

LAWN

2"

PLANTING SOIL

CENTER TREE IN HOLE,

UPRIGHT

AFTER EXPOSING TREE

ROOT FLAIR, PLANT SO

ROOT FLAIR IS AT 2"

ABOVE ADJACENT FINISH

GRADE

NOTES:

1. MULTI-STEM TREES SHALL NOT RECEIVE STAKING. THEY SHALL

CONFORM TO ALL OTHER DECIDUOUS TREE PLANTING

REQUIREMENTS.

2. KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM

3. SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE

4. REMOVE 4" HIGH WATERING BASIN AND RESTORE FINISH GRADE ON

ALL TREES PLANTED IN LAWN AT END OF MAINTENANCE PERIOD.

5. FERTILIZER PLANT TABS SHALL BE AGSAFE 20-10-5 TABLETS, OR

APPROVED EQUAL. QUANTITIES

PER PLANT BASED UPON SIZE OF ROOT BALL.

SEE MANUFACTURER'S RECOMMENDATION

FOR APPLICATION.

3X ROOTBALL DIAMETER

MOUND MINIMUM 6"

UNDISTURBED OR COMPACTED

SOIL

LAWN OR PLANTING BED

EDGE (SPADE EDGE IN

ALL LAWN AREAS)

6' MIN. DIA. EARTH SAUCER

(3) DUCKBILL TYPE DEADMAN

ANCHORS DRIVEN BELOW FINISH

GRADE

FINISHED GRADE

4" HEIGHT TAMPED WATER

BASIN AT EDGE OF PLANTING

PIT.

3" MULCH LAYER

3/16" GALVANIZED STEEL

BRAIDED CABLE FLAGGED FOR

VISIBILITY. ALL STAKES SHALL

REMAIN WITHIN MULCH AREAS.

TURNBUCKLE AT EACH GUY LINE

TO ADJUST TENSION

INDEPENDENTLY.

WRAP TREE WITH TREE

WRAPPING MATERIAL AS

SPECIFIED TO 1ST BRANCH.

SECURE CABLE TO TREE WITH 12"

DIA. BLACK HOSE CHAFFING

GUARD. ALLOW FOR MOVEMENT

OF TREE.

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

MIN.

6"

3' MIN. TO PAVED

SURFACES

1"

PLANTING SOIL

3" DEPTH HARDWOOD

MULCH

PAVED SURFACE,

OR LAWN

UNDISTURBED OR

COMPACTED SOIL

6" MIN. BELOW ROOTBALL

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

PLANTING SOIL CONTINUOUS

BETWEEN ROOTBALLS

3" DEPTH MULCH

NOTE:

- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM

- SEE PLANT SCHEDULE FOR O.C. SPACING

12" MIN. EDGE OF ROOTBALL

NOTE:

- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM

- SEE PLANT SCHEDULE FOR O.C. SPACING

O.C.SPACING

0.

C

S

P A

C

IN

G

EDGE OF

WALK EDGE

DISTANCE FROM

EDGE IS 1/2 THE

SPECIFIED O.C.

SPACING

TRIANGULAR

SPACE,

AT SPECIFIED

O.C.

DISTANCE -

EQUIDISTANT

PLANT CENTER

MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

LAWN

PLANTING BED

BOUNDARY BETWEEN LAWN AND

PLANTING AREA AS SHOWN ON PLAN

STEEL LANDSCAPE EDGING

3/16" THICK BY 4" DP.

LANDSCAPE EDGING STAKE

16" TO 18" LONG

3" DP. MULCH

LANDSCAPE FABRIC IF SPECIFIED

SPECIFIED PLANTING SOIL

SUBGRADE

6" DEEP

SHOVEL CUT

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

(2) TREE STAKES DRIVEN

A MIN. 2' BELOW GRADE

(NW & SE)

3" DEPTH MULCH

ROOT BARRIER, BOTH SIDES

PLANTING SOIL,

COMPACT IN 8" LIFTS

UNDISTURBED OR

COMPACTED SOIL

AFTER EXPOSING TREE

ROOT FLAIR, PLANT SO ROOT

FLAIR IS AT 2" ABOVE

ADJACENT PAVED SURFACE

FERTILIZER PLANT TAB

4'

2"

4'

CONCRETE PAVEMENT

4" PERFORATED

DRAINTILE WITH SOCK,

BOTH SIDES

3' MIN.

1/2" BELOW

FINISHED GRADE

NOTE:

-3" DP. SHREDDED HARDWOOD

MULCH SHALL BE USED IN ALL

LANDSCAPE PLANTINGS AREAS

AND UNDER TREES ISOLATED

FROM PLANTING AREAS UNLESS

IDENTIFIED OTHERWISE.

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

MOUND MIN. 6"

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF ROOTBALL

FINISHED GRADE

LAWN OR PLANTING BED

EDGE (SPADE EDGE IN ALL

LAWN AREAS)

6' MIN. DIA. EARTH SAUCER

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

3" DEPTH HARDWOOD MULCH

SINGLE STRAIGHT LEADER

CENTER TREE IN HOLE, UPRIGHT

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS AT 2"

ABOVE ADJACENT

FINISH GRADE

2"

TREE TIE SECURED TO

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO

TREE WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

ORIGINAL SLOPE

ORIGINAL SLOPE

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDSPLAN VIEW OF TREE STAKING

NOT TO SCALE

3X ROOTBALL

HARDWOOD

MULCH

LAWN

TREE TIE SECURED TO

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO

TREE WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

3X

ROOTBALL

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

Y :\1

\1 v a nc a le av en w or th n c c ol um ba riu m

L

A

C

A D fi le s\ _0

S

H E

E

TS

\1

_L

_L A

N D

S C

A P

E .d w g

/1 0/

:0

P

M

PLANTING DETAILS

L-501

29JL JL

SCALE:1

DECIDUOUS TREE PLANTING

N.T.S.

SCALE:7

DECIDUOUS SHRUB PLANTING

N.T.S.

SCALE:8

EVERGREEN SHRUB PLANTING

N.T.S.

SCALE:6

METAL LANDSCAPE EDGING

N.T.S.

SCALE:9

METAL LANDSCAPE EDGING

N.T.S.

SCALE:3

TREE PLANTING WITHIN PLAZA

N.T.S.

SCALE:2

CONIFEROUS TREE PLANTING

N.T.S. SCALE:4

TREE PLANTING WITHIN PLAZA

N.T.S. SCALE:5

BOULDER OUTCROPPING DETAIL

N.T.S.

CATCHBASIN /

MANHOLE

SEE PLAN

18"-30" DIA.

GLACIAL

BOULDERS

1-1/2"-3" DIA.

ROCK MULCH

SHRUB PLANTINGS

(TYP.) PER PLAN

SHRUB PLANTINGS

(TYP.) PER PLAN

BOULDER OUTCROPPINGS STONE SELECTION AND INSTALLATION NOTES:

BOULDER TYPE: GLACIAL BOULDERS THAT ARE NATIVE TO KANSAS

BOULDER SIZE: BOULDERS SHALL NOT BE LESS THAN A 2 TO 1 WIDTH TO HEIGHT RATIO AS MEASURED BY THE EXPOSED VERTICAL FACE OF THE IN-PLACE STONE. BOULDERS SHALL NOT BE LESS THAN 6 CUBIC FEET NOR MORE THAN 36 CUBIC FEET IN VOLUME. THE MIX OF STONE SIZES SHALL BE SUCH THAT NO SINGLE SIZE SHALL COMPRISE MORE THAN 15% OF THE TOTAL EXPOSED FACE OF THE STONE PLACEMENT.

BOULDER INSTALLATION: ALL STONES SHALL BE HAND SET. STONES SHALL BE PLACED IN A MANNER THAT MOST REALISTICALLY MIMICS NATURAL CONDITIONS. STONES SHALL BE PLACED SO THAT THE WIDEST DIMENSION OF THE STONE IS PARALLEL TO THE GROUND PLANE.

THE BOULDERS SHALL BE CHOSEN TO INSURE A SECURE FIT AND STABLE FINAL INSTALLATION. BOULDERS SHALL BE FREE OF BLEMISHES

WHICH MAY OCCUR DURING THE CONSTRUCTION PROCESS.

SETTING BOULDERS: BASE STONES AND BORDER STONES TO BE SET WITH A MINIMUM OF 20% OF THE STONE BURIED. BASE AND BORDER

STONE SHALL APPEAR TO BE NATURALLY SET INTO THE EARTH.

INSTALLATION INSPECTION: THE CONTRACTOR SHALL NOTIFY THE COR/SRE WITH A MINIMUM NOTICE OF 14 DAYS PRIOR TO BEGINNING STONE INSTALLATION. THE LANDSCAPE ARCHITECT SHALL BE ON SITE DURING THE INITIAL DAY OF STONE INSTALLATION AND PROVIDE THE

CONTRACTOR WITH ADDITIONAL AESTHETIC GUIDANCE IN PLACEMENT OF THE STONES.

MIN 18"-30" DIA. FEET

(2:1 WIDTH TO HEIGHT RATIO)

6" M

IN

E X

P O

S E

D

COMPACTED

SUBGRADE

GLACIAL

BOULDERS

CATCHBASIN / MANHOLE

(BEYOND)

18"-30" DIA.

GLACIAL

BOULDERS

6" M

IN

STONE STETTING

BED, MIN 6" DEEP.

GEO-TEXTILE

FABRIC

1-1/2" DIA. ROCK MULCH

AutoCAD SHX Text 3x ROOT BALL

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

A

CONTRACTOR TO LOCATE EXISTING

F.W.S. PIPING AND CONNECT WITH

JOINT RESTRAINTS

C

4"

2"

4"

4"

4" 4"

2"

2" 4"

4"

2"

4"

4"

CONTRACTOR TO LOCATE VALVES OUT

OF SWALE AND AS CLOSE TO

WALK/WALL AS POSSIBLE - MAINLINE

DRAFTING IS DIAGRAMMATIC AND

DRAWN FOR CLARITY - TYPICAL

CONTRACTOR TO LOCATE VALVES OUT

OF SWALE AND AS CLOSE TO

WALK/WALL AS POSSIBLE - MAINLINE

DRAFTING IS DIAGRAMMATIC AND

DRAWN FOR CLARITY - TYPICAL

11.40 1"

126.46 1"

318.3 1"

411.6 1" 4

55.93 1"

61.84 1"

71.84 1"

86.72 1"

9 15.3 1"

10 6.72 1"

11 11.6 1"

12 5.93 1"

13 1.84 1"

14 1.84 1"14

15 15.4 1"

16 1.96 1"

17 15.6 1"

18 15.6 1"

HORIZONTAL BORE WATERLINE

UNDER EXISTING ROAD

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY*

Toro 570Z-4P 125

Turf Spray, 4" Pop-Up, with a Zero Flush Seal.

1/2" Female-Threaded Inlet.

Toro 570Z-12P 94

Shrub Spray, 12" Pop-Up, with a Zero Flush Seal.

1/2" Female-Threaded Inlet.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY*

Toro T5P-RS 17

Turf Rotor, 5" Pop-Up, Standard Nozzles, Plastic

Riser. Adjustable Arc Patterns 40-360

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY*

Toro P220-26-04 12

Electric, 1" Plastic In-Line Remote Control Valve.

Equipped to withstand pressure up to 220 PSI.

Standard Solenoid. Angle Body Style.

Toro TPV-100 6

1" Electric, Remote Control Valve. Drip, High Flow

Residential to Light Commercial Use. DBS

(Debris Bypass System) Technology for dirty water. Female NPT, without Flow Control.

Clow Isolation Valve - Line Sized 7

Bermad C30 1" Air/Vacuum Relief Valve 1

Toro 474-00 QCV 8

W/ Stabilizer Located in Valve Box & Marked

Toro CC-M36 w/ Rain-Freeze Switch 1

36-Station Irrigation Controller with Wall-Mount Metal

Cabinet. Comes with internal transformer and high-surge protection.

Irrigation Lateral Line: PVC Class 200 SDR 21 2,015 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 816.3 l.f.

Pipe Sleeve: PVC C900 DR 18 Class 235 175.3 l.f.

(2) Pipe Sizes Larger Than Pipe Carried With Min.

2" Wire Sleeve

*Note: All Quantities Are For Reference Only. Contractor

Responsible For Actual Bid Counts.

A

C

LEGEND

COLUMBARIUM PLAZA 2 IRRIGATION ZONE MATRIX - LEAVENWORTH, KS

ZONE GPM IRRIGATION TYPE PLANT MATERIAL

1 1.40 SPRAY TURF

2 6.46 SPRAY TURF

3 18.3 ROTOR TURF

4 11.6 SPRAY TURF

5 5.93 SPRAY TURF

6 1.84 SPRAY LANDSCAPE

7 1.84 SPRAY LANDSCAPE

8 6.72 SPRAY LANDSCAPE

9 15.3 ROTOR TURF

10 6.72 SPRAY LANDSCAPE

11 11.6 SPRAY TURF

12 5.93 SPRAY LANDSCAPE

13 1.84 SPRAY LANDSCAPE

14 1.84 SPRAY TURF

15 15.4 ROTOR TURF

16 1.96 SPRAY TURF

17 15.6 SPRAY TURF

18 15.6 SPRAY TURF

STRUCTURAL / MEP:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

I-1.0

Site Irrigation Plan

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Building Number Project Director

EC CCRevisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF30 36

KEY MAP

BID DOCUMENTS

Office of Construction and Facilities Management

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

AutoCAD SHX Text Valve Number

AutoCAD SHX Text Valve Size

AutoCAD SHX Text Valve Flow (Apprx GPM)

AutoCAD SHX Text Valve Callout

AutoCAD SHX Text

AutoCAD SHX Text

SCALE:

THRUST BLOCK DETAIL

NONE

SCALE:

SLEEVING DETAIL

NONE

SCALE:

CONTROLLER

NONE SCALE:

QUICK-COUPLING VALVE

WITH STABILIZER

NONESCALE:

ISOLATION VALVE WITH BOX

NONESCALE:

RAIN/FREEZE SENSOR

NONE

SCALE:

FIXED-SPRAY SPRINKLER

NONE SCALE:

ELECTRIC VALVE

AND VALVE BOX

NONE

SCALE:

MEDIUM STREAM ROTOR

NONE

STRUCTURAL / MEP:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

I-1.1

Irrigation Details

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Building Number Project Director

EC CCRevisions: Date:

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

A

B

C

D

E

F

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF31 36

KEY MAP

BID DOCUMENTS

Office of Construction and Facilities Management

StampARCHITECT/ENGINEER OF RECORD

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 # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

AutoCAD SHX Text

PIPE SIZE

AutoCAD SHX Text 2"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 4.56

AutoCAD SHX Text 6.65

AutoCAD SHX Text 9.80

AutoCAD SHX Text 16.2

AutoCAD SHX Text 24.7

AutoCAD SHX Text

DEAD END OR TEE

AutoCAD SHX Text

90° ELBOW

AutoCAD SHX Text

45° ELBOW

AutoCAD SHX Text

22.5° ELBOW

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 2.94

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 12.8

AutoCAD SHX Text 6"

AutoCAD SHX Text 34.8

AutoCAD SHX Text 6.45

AutoCAD SHX Text 9.40

AutoCAD SHX Text 13.9

AutoCAD SHX Text 23.0

AutoCAD SHX Text 35.0

AutoCAD SHX Text 4.16

AutoCAD SHX Text 18.1

AutoCAD SHX Text 49.2

AutoCAD SHX Text 3.50

AutoCAD SHX Text 5.10

AutoCAD SHX Text 7.51

AutoCAD SHX Text 12.4

AutoCAD SHX Text 18.9

AutoCAD SHX Text 2.25

AutoCAD SHX Text 9.81

AutoCAD SHX Text 26.7

AutoCAD SHX Text 1.78

AutoCAD SHX Text 2.60

AutoCAD SHX Text 3.82

AutoCAD SHX Text 6.31

AutoCAD SHX Text 9.63

AutoCAD SHX Text 1.15

AutoCAD SHX Text 4.99

AutoCAD SHX Text 13.6

AutoCAD SHX Text

BASED ON POUNDS PER PSI WORKING PRESSURE.

AutoCAD SHX Text STEP 1. MULTIPLY THE PRESSURE LEVEL DESIRED FOR TESTING BY THE APPROPRIATE VALUE SHOWN IN THE FOLLOWING TABLE:

AutoCAD SHX Text

STEP 2. DETERMINE THE BEARING STRENGTH OF THE SOIL FROM THE TABLE BELOW:

AutoCAD SHX Text BEARING STRENGTH OF SOILS SOILS AND SAFE BEARING LOADS LBS. SQ. FT. SOUND SHALE CEMENTED GRAVEL AND SAND-DIFFICULT TO PICK COARSE AND FINE COMPACT SAND MEDIUM CLAY - CAN BE SPADED SOFT CLAY MUCK

AutoCAD SHX Text 10,000 4,000 3,000 2,000 1,000 0

AutoCAD SHX Text STEP 3. DIVIDE THE TOTAL THRUST OBTAINED IN STEP 1 BY THE BEARING STRENGTH OF THE SOIL: THIS GIVES THE SQUARE FEET OF AREA NEEDED.

AutoCAD SHX Text

THRUST BLOCKING

AutoCAD SHX Text AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS FROM A STRAIGHT LINE. GOOD SOIL, PROPERLY TAMPED, IS SUFFICIENT TO HOLD SIDE THRUST - UNLESS SOIL CONDITIONS ARE UNSTABLE. IN THAT CASE, TO ANCHOR AGAINST THIS SIDE THRUST, THE BLOCKING SHOULD BE PLACED AGAINST THE PIPE ON EACH SIDE OF THE COUPLING. DO NOT THRUST BLOCK THE COUPLING ITSELF.

AutoCAD SHX Text

SIDE THRUST ON CURVES

AutoCAD SHX Text

PIPE SIZE INCHES

AutoCAD SHX Text 2"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 5"

AutoCAD SHX Text

SIDE THRUST POUNDS PER DEGREE

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 6"

AutoCAD SHX Text 7.9

AutoCAD SHX Text 11.6

AutoCAD SHX Text 17.1

AutoCAD SHX Text 28.3

AutoCAD SHX Text 43.1

AutoCAD SHX Text 5.1

AutoCAD SHX Text 22.4

AutoCAD SHX Text 60.8

AutoCAD SHX Text

BASED ON SIDE THRUST PER 100 LBS/SQUARE INCH PRESSURE PER DEGREE OF DEFLECTION

AutoCAD SHX Text NOTE: MULTIPLY SIDE THRUST POUNDS BY DEGREES OF DEFLECTION TIMES POUNDS OF PRESSURE DIVIDED BY 100 TO OBTAIN TOTAL SIDE THRUST IN POUNDS.

AutoCAD SHX Text NOTES: ALL MAINLINE AND LATERAL CHANGE OF DIRECTION SHALL RECEIVE THRUST BLOCKING OR JOINT RESTRAINTS. - SEE THRUST BLOCKING TABLE FOR BEARING STRENGTH. FURTHERMORE ANY SOILS NOT STABLE FOR ADEQUATE THRUST BLOCKING, SAID FITTINGS MUST UTILIZE JOINT RESTRAINTS AT NO ADDITIONAL COST TO OWNER. IT IS ULTIMATELY THE CONTRACTORS RESPONSIBILITY TO INSTALL THE APPROPRIATE APPLICATION TO ENSURE THAT THE FITTING OR VALVE DOES NOT MOVE FROM A OUTWARD DEFLECTION.

AutoCAD SHX Text

WYE

AutoCAD SHX Text 45%%d ELL

AutoCAD SHX Text 45%%d ELL

AutoCAD SHX Text

UNDISTURBED SOIL (TYPICAL)

AutoCAD SHX Text

PIPE (TYPICAL)

AutoCAD SHX Text

CONCRETE THRUST BLOCK

AutoCAD SHX Text

FITTING (TYPICAL)

AutoCAD SHX Text

FITTING (TYPICAL)

AutoCAD SHX Text

REBAR BENT AROUND

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

ELL

AutoCAD SHX Text

CROSS

AutoCAD SHX Text

TEE

AutoCAD SHX Text

2'' CONDUIT FOR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AND SENSOR WIRES

AutoCAD SHX Text

SECURE TO WALL WITH

AutoCAD SHX Text

APPROPRIATE PIPE

AutoCAD SHX Text

FINISHED SURFACE

AutoCAD SHX Text

REMOTE CONTROL VALVES

AutoCAD SHX Text

ANCHOR SECURELY TO

AutoCAD SHX Text

SEE PLAN FOR NUMBER

AutoCAD SHX Text

IRRIGATION CONTROLLER

AutoCAD SHX Text

OF STATIONS

AutoCAD SHX Text

WALL

AutoCAD SHX Text

CLAMPS

AutoCAD SHX Text

POWER CONDUCTORS PER

AutoCAD SHX Text

1/2'' CONDUIT FOR ELEC.

AutoCAD SHX Text

LOCAL AND NATIONAL

AutoCAD SHX Text

CODES

AutoCAD SHX Text

RIGHT-SIDE

AutoCAD SHX Text

SECTION/ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text 48''-64''

AutoCAD SHX Text

SEE SPECS.

AutoCAD SHX Text

FRONT

AutoCAD SHX Text

SECTION/ELEVATION

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

AutoCAD SHX Text

NOMINAL QUICK COUPLING VALVE INLET SIZE.

AutoCAD SHX Text

KEY HANDLE

AutoCAD SHX Text

KEY HANDLE TO CLEAR BOX

AutoCAD SHX Text

INSTALL AT HEIGHT TO ALLOW

AutoCAD SHX Text

INSTALLED HEIGHT TO CLEAR

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

(LENGTH AS REQUIRED)

AutoCAD SHX Text

PVC SCH 80 NIPPLE

AutoCAD SHX Text

BRICK (1 OF 2)

AutoCAD SHX Text

QUICK-COUPLING VALVE:

AutoCAD SHX Text

3-INCH MINIMUM DEPTH OF

AutoCAD SHX Text

VALVE BOX WITH COVER

AutoCAD SHX Text

(AS SPECIFIED)

AutoCAD SHX Text

MANUFACTURED SWING JOINT

AutoCAD SHX Text

MAINLINE PIPE

AutoCAD SHX Text

LEEMCO STABILIZER

AutoCAD SHX Text

CLASS 200 PVC MAIN

AutoCAD SHX Text

3-INCH MINIMUM DEPTH OF

AutoCAD SHX Text

BRICK (1 OF 2)

AutoCAD SHX Text

3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

CARSON VALVE BOX

AutoCAD SHX Text

NIBCO 580 BRASS ISOLATION VALVE

AutoCAD SHX Text NOTES: 1. MOUNT SENSOR VERTICALLY. AVOID PLACEMENT UNDER MOUNT SENSOR VERTICALLY. AVOID PLACEMENT UNDER EVE OR TREE CANOPY. LOCATE WITHIN 500 FEET (LINE OF SIGHT) OF SENSOR RECEIVER AND CONTROLLER 2. COORDINATE ACTUAL LOCATION WITH OWNER'S COORDINATE ACTUAL LOCATION WITH OWNER'S REPRESENTATIVE AND R.F. SURVEY BEFORE INSTALLATION.

AutoCAD SHX Text

WALL

AutoCAD SHX Text

R.F. RAIN/FREEZE SENSOR. ACTUAL LOCATION BY OWNERS REPRESENTATIVE

AutoCAD SHX Text

VALVE BOX LID TO BE CUSTOM BRONZE COLOR - TYPICAL

AutoCAD SHX Text

VALVE BOX LID TO BE CUSTOM BRONZE COLOR - TYPICAL

AutoCAD SHX Text

CLASS 200 IRRIGATION PVC PIPE

AutoCAD SHX Text

(SCRAP PVC

AutoCAD SHX Text

SLEEVE MARKER

AutoCAD SHX Text

PAST

AutoCAD SHX Text

CURB

AutoCAD SHX Text

LINE

AutoCAD SHX Text

AND COMPACTED)

AutoCAD SHX Text

(BACKFILLED

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text

VERTICAL SCRAP PVC PAINTED BLUE

AutoCAD SHX Text

MARK ALL SLEEVES AT BOTH ENDS WITH

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

CAP

AutoCAD SHX Text

ENDS

AutoCAD SHX Text

(WIRE SLEEVE - GRAY IN COLOR)

AutoCAD SHX Text

3" SCH. 80 PVC

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

PAINTED BLUE)

AutoCAD SHX Text SCH. 40 PVC PIPE SLEEVE (SIZED TWO PIPE SIZES LARGER THAN SLEEVED IRRIGATION PIPE NOTED ON PLAN)

AutoCAD SHX Text ALL ROAD CROSSINGS ARE SUBJECT TO CITY FINAL LOCATION AND APPROVAL BEFORE INSTALLATION - TYPICAL

AutoCAD SHX Text

(SEE PLAN FOR SIZE)

AutoCAD SHX Text

APPROVED BACKFILL

AutoCAD SHX Text

SPRINKLER

AutoCAD SHX Text

LATERAL PIPE

AutoCAD SHX Text

MPR PLUS NOZZLES

AutoCAD SHX Text

(SIZE PER PLAN)

AutoCAD SHX Text

AT FINISHED GRADE

AutoCAD SHX Text

NOTE: INSTALL SPRINKLER

AutoCAD SHX Text

NIPPLE OR SWING PIPE

AutoCAD SHX Text

LATERAL TEE

AutoCAD SHX Text

AS PER CODE

AutoCAD SHX Text

OF WIRE, COILED

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

3.0-INCH MINIMUM DEPTH OF

AutoCAD SHX Text

3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

PVC SCH 80 TOE NIPPLE

AutoCAD SHX Text

BRICK (1 OF 4)

AutoCAD SHX Text

WATER PROOF CONNECTION

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

VALVE BOX WITH COVER:

AutoCAD SHX Text

REMOTE CONTROL VALVE:

AutoCAD SHX Text

(SIZED AS PER PLAN)

AutoCAD SHX Text

12-INCH SIZE

AutoCAD SHX Text

(1 OF 2)

AutoCAD SHX Text

30-INCH LINEAR LENGTH

AutoCAD SHX Text

PVC SCH 80 TOE NIPPLE

AutoCAD SHX Text

PVC MAIN LINE PIPE

AutoCAD SHX Text

APPROVED BACKFILL

AutoCAD SHX Text

SPRINKLER

AutoCAD SHX Text

LATERAL PIPE

AutoCAD SHX Text

AT FINISHED GRADE

AutoCAD SHX Text

NOTE: INSTALL SPRINKLER

AutoCAD SHX Text

NIPPLE OR SWING PIPE

LATERAL TEE

DRAWING NUMBER

DRAWING

NAME

FOUNDATION PLAN

XXXXX

DRAWING SCALE

X

DRAWING SYMBOLS

CONCRETE

BLOCK

WOOD BLOCKING

EARTH/

COMPACT FILL

FACE BRICK

STEPPED FOOTING

LOCATION

ELEVATION OR WORK

POINT

S---S

NEW COLUMN

NUMBER

EXISTING COLUMN

NUMBER

SECTION NUMBER

SHEET NUMBER

A

S-501

S-501

24 SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBERS-501

REVISION AREA

CLOUDED

CONCRETE

ABBREVIATIONS

AB

ADD'L.

ANCHOR BOLT

ADDITIONAL

ALT. ALTERNATE

ARCH. ARCHITECT(URAL)

BLDG.

BLK.

BUILDING

BLOCK

B

BLKG. BLOCKING

BM. BEAM

BOT.

BRG.

BOTTOM

BEARING

BTWN. BETWEEN

CIP

CJ

CAST IN PLACE

CONTROL JOINT

C

CL. CENTER LINE

CLR. CLEAR(ANCE)

CMU

COL.

CONCRETE MASONRY

UNIT

COLUMN

COMP. COMPOSITE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT.

COORD.

CONTINUOUS

COORDINATE

CTRD. CENTERED

DBL.

DIA.

DOUBLE

DIAMETER

DIAG. DIAGONAL

DL DEAD LOAD

DO. DITTO

DTL. DETAIL

DWG. DRAWING

E

EA.

EAST

EACH

E

ELEV. ELEVATION

EMBED. EMBEDMENT

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

FAB.

FD.

FABRICATE(OR)

FLOOR DRAIN

F

FNDN. FOUNDATION

FTG. FOOTING

GA.

GALV.

GAGE, GAUGE

GALVANIZED

GC GENERAL CONTRACT(OR)

HORIZ.

HK.

HORIZONTAL

HOOK

H

H.S. HEADED STUDS

H.S.S. HOLLOW STRUCT.

STEEL

INFO. INFORMATION

I

JBE JOIST BEARING

ELEVATION

J

JST. JOIST

JT. JOINT

K KIP

K

K.O. KNOCK-OUT

KSI KIPS PER SQ. INCH

L.L. LIVE LOAD

L

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAS.

MATL.

MASONRY

MATERIAL

MAX. MAXIMUM

MECH.

MEZZ.

MECHANICAL

MEZZANINE

MFG. MANUFACTURE(R)

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

N

NIC

NORTH

NOT TO CONTRACT

N

NTS NOT TO SCALE

OC

O.H.

ON CENTER(S)

OVERHEAD

O

OPNG. OPENING

OPP. OPPOSITE

PC

PERIM.

PRECAST CONCRETE

PERIMETER

P

PL. PLATE

PLF POUNDS PER LINEAR

FOOT

PROJ. PROJECT

PSF POUNDS PER SQ.

FOOT

PSI POUNDS PER SQ.

INCH

QTY. QUANTITY

RAD. RADIUS

R

R.D. ROOF DRAIN

REINF. REINFORCE(D), (ING)

REQ'D. REQUIRED

REV. REVISION, REVISE(D)

S SOUTH

S

SCHED. SCHEDULE

SIM. SIMILAR

SJI STEEL JOIST…