05_935CM3002_ONC_Gravesite Expansion_BD Plan Set_2022-04-29Part-3.pdf

GROUND COVERS CODE QTY COMMON / BOTANICAL NAME CONT SPACING REMARKS

TB 212,291 SOD 10" o.c. RTF TURF-TYPE TALL FESCUE

FESCUE SOD (NON-NATIVE TURF) 90%-100%; KENTUCKY

BLUEGRASS 0-100%

NS 240,125 SF HYDROSEED AGROPYRON SMITHII 25%;

NATIVE GRASS SEED MIX ANDROPOGON GERARDII

'BONANZA' 20%; BOUTELOUA

CURTIPENDULA 20%;

ERAGROSTIS TRICHODES 15%;

PANICUM VIRGATUM10%;

SCHIZACHYRIUM SCOPARIUM

10%

PLANT SCHEDULE

AFF

AFF

AFF

AFF

UMG

UMG

UMG

DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS

AFF 6 AUTUMN BLAZE FREEMAN MAPLE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V'

ACER X FREEMANII 'JEFFERSRED' TM CROTCHES

UMG 3 TRIUMPH ELM B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V'

ULMUS X 'MORTON GLOSSY' TM CROTCHES

PLANT SCHEDULE NEBRASKA BLVD

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

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\1

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dw g ed it:

sb et ke r s av ed :4

/2 5/

:1

P

M p lo t:4

/2 5/

:1

P

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

LP102

LP103

LP104

PLANTING PLAN -

OVERALL

LP101

JFDS 40

1 PLANTING PLAN - OVERALL

SCALE: 1" = 120' (30" x 42" PAPER)

B

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS

PLANT TYPE

QUANTITY

PLANT TAG:

KEY

QTY

TRENCH EDGE BETWEEN

FESCUE SOD AND NATIVE

GRASSES

NATIVE GRASS SEED MIX

FESCUE SOD

(NON-NATIVE TURF)

FO

R

T C

R O

O K

C

IR

C

LE

FO

R

T C R

O O

K C

IR

C

LE

ROAD A

1 NEBRASKA BOULEVARD TREE PLANTING ENLARGEMENT

SCALE: 1" = 80' (30" x 42" PAPER)

LP101

N D

O T

H

IG

H W

A Y

(W / C

E N

TE

R

M E

D

IA

N

SCHRAM ROAD

NATIVE GRASS SEED MIX:

SEED AS PART OF

TEMPORARY

CONSTRUCTION ROAD

RESTORATION

SEE O100

NEW FENCE AREA:

RESTORE DISTURBED

AREAS WITH FESCUE SOD

NATIVE GRASS SEED MIX:

SEED AS PART OF

TEMPORARY

CONSTRUCTION ROAD &

YARD RESTORATION

SEE O100

11901195

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 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_p la nt in g.

dw sb et ke r s av ed :4

/2 5/

:1 lo t:4

/2 5/

:1

P

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

1 PLANTING PLAN - SECTION 10

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

PLANTING PLAN -

SECTION 10

LP102

JFDS 41

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS

PLANT TYPE

QUANTITY

PLANT TAG:

KEY

QTY

TRENCH EDGE BETWEEN

FESCUE SOD AND NATIVE

GRASSES, SEE 5/LP501

NATIVE GRASS SEED MIX

FESCUE SOD

(NON-NATIVE TURF)

FO

R

T C R

O O

K C

IR

C

LE

10'

10'

15'-0"

MIN.

15'-0"

MIN.

BR

AGO

PAN

PAM

PSE

PAN

AGO

ACW

PAM

PSE

PAM

PSE

ACW

AGO

BR

PSE

UMG

PAM

AFF

1152 11

56 1157

DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

AFF 1 AUTUMN BLAZE FREEMAN MAPLE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

ACER X FREEMANII 'JEFFERSRED' TM

AGO 4 OHIO BUCKEYE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

AESCULUS GLABRA

BR 2 RIVER BIRCH B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

BETULA NIGRA

PAM 4 EXCLAMATION! LONDON PLANE TREE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

PLATANUS X ACERIFOLIA 'MORTON CIRCLE' TM

UMG 1 TRIUMPH ELM B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

ULMUS X 'MORTON GLOSSY' TM

EVERGREEN TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

ACW 5 WHITE FIR B&B 6` HT. FULL FORM TO GRADE - 12" MAX. LEADER

ABIES CONCOLOR LENGTH; SHEARED AND CLIPPED TREES WILL

NOT BE ACCEPTED.

PAN 3 NORWAY SPRUCE B&B 6` HT. FULL FORM TO GRADE - 12" MAX. LEADER

PICEA ABIES LENGTH; SHEARED AND CLIPPED TREES WILL

NOT BE ACCEPTED.

PSE 5 EASTERN WHITE PINE B&B 6` HT. FULL FORM TO GRADE - 12" MAX. LEADER

PINUS STROBUS LENGTH; SHEARED AND CLIPPED TREES WILL

NOT BE ACCEPTED.

PLANT SCHEDULE SECTION 13

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 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_p la nt in g.

dw sb et ke r s av ed :4

/2 5/

:1 lo t:4

/2 5/

:1

P

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

ROAD A

FO

R

T C

R O

O K

C

IR

C

LE

1 PLANTING PLAN - SECTION 13

SCALE: 1" = 20' (30" x 42" PAPER)

PLANTING PLAN -

SECTION 13

LP103

JFDS 42

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS

PLANT TYPE

QUANTITY

PLANT TAG:

KEY

QTY

TRENCH EDGE BETWEEN

FESCUE SOD AND NATIVE

GRASSES, SEE 5/LP501

NATIVE GRASS SEED MIX

FESCUE SOD

(NON-NATIVE TURF)

RELOCATED TREE

(SEE D SERIES FOR TREE

ORIGINATION LOCATIONS)

TRENCH EDGE,

TURF/NATIVE GRASS

MOW LINE BOUNDARY

12'

30'

CONNECT TRENCH

EDGE TO EXISTING

MOW LINE EDGE (TYP.)

ATC

ATC

PSE

1 AGO

PAN

BR

AGO

PAM

PAM

UMG

1168 1169

1171 1172 1173 1174

1176 1177

DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

ATC 5 CRIMSON SUNSET MAPLE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

ACER TRUNCATUM X PLATANOIDES 'JFS-KW202' TM

AFF 1 AUTUMN BLAZE FREEMAN MAPLE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

ACER X FREEMANII 'JEFFERSRED' TM

AGO 2 OHIO BUCKEYE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

AESCULUS GLABRA

BR 1 RIVER BIRCH B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

BETULA NIGRA

PAM 2 EXCLAMATION! LONDON PLANE TREE B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

PLATANUS X ACERIFOLIA 'MORTON CIRCLE' TM

UMG 2 TRIUMPH ELM B&B 2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

ULMUS X 'MORTON GLOSSY' TM

EVERGREEN TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

PAN 1 NORWAY SPRUCE B&B 6` HT. FULL FORM TO GRADE - 12" MAX. LEADER LENGTH;

PICEA ABIES SHEARED AND CLIPPED TREES WILL

NOT BE ACCEPTED.

PSE 1 EASTERN WHITE PINE B&B 6` HT. FULL FORM TO GRADE - 12" MAX. LEADER LENGTH;

PINUS STROBUS SHEARED AND CLIPPED TREES WILL

NOT BE ACCEPTED.

PLANT SCHEDULE COLUMBARIUM

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 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_p la nt in g.

dw sb et ke r s av ed :4

/2 5/

:1 lo t:4

/2 5/

:1

P

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

1 PLANTING PLAN - COLUMBARIUM 'B'

SCALE: 1" = 20' (30" x 42" PAPER)

PLANTING PLAN -

COLUMBARIUM 'B'

LP104

JFDS 43

LEGEND

PROPERTY LINE

CONSTRUCTION LIMITS

PLANT TYPE

QUANTITY

PLANT TAG:

KEY

QTY

TRENCH EDGE BETWEEN

FESCUE SOD AND NATIVE

GRASSES, SEE 5/LP501

NATIVE GRASS SEED MIX

FESCUE SOD

(NON-NATIVE TURF)

TRENCH EDGE,

TURF/NATIVE GRASS

MOW LINE BOUNDARY

FO

R

T C R

O O

K C

IR

C

LE

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

TRENCH EDGE

AROUND NATIVE

GRASSES; BACKFILL

WITH MULCH

NATIVE GRASSES

AS SPECIFIED

NOTE:

1. REFER TO PLANTING

PLANS FOR LOCATIONS

OF NATIVE GRASSES,

TURF, AND TRENCHED

EDGING

FESCUE TURF

OR

NATIVE TURF 8"

8"

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

BOUNDARY BETWEEN

LAWN &PLANTING AREA AS

SHOWN ON PLAN

PREPARED SUBGRADE

6" DEEP SHOVEL CUT

LAWN

MULCH

PLANTING AREA

12"

3"DP.

TYP.

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

(3) TREE STAKES DRIVEN

A MIN. 2' BELOW GRADE

3" DEPTH MULCH

4" HEIGHT TAMPED WATER BASIN

AT EDGE OF PLANTING PITFINISHED GRADE

PLANTING SOIL

UNDISTURBED OR COMPACTED SOIL

PLANT AT GRADE AT WHICH IT WAS GROWN

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 (EVENLY SPACED)

PLAN VIEW OF

TREE STAKING

N.T.S.

HARDWOOD MULCH

LAWN

NOTES:

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

- TRANSPLANTED PLANTINGS SHALL FOLLOW ROOTBALL

SIZE A

RECOMMENDED IN ANSI 260.1-2014

- EVERGREENS TREE TIE SECURED TO (3) DUCKBILL

ANCHOR WITH TURNBUCKLE. SECURE TO TREE WITH

ANTI-CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF

TREE.

- SEE SPECIFICATION SECTION 32 96 00 FOR

TRANSPLANTING REQUIREMENTS

2X ROOTBALL DIAMETER

TURNBUCKLE CENTERED ON

GUYING FOR STRAIGHTENING

(EA. GUYING MATERIAL)

TURNBUCKLE CENTERED ON GUYING FOR

STRAIGHTENING (EA. GUYING MATERIAL)

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

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 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_p la nt in g.

dw sb et ke r s av ed :4

/2 5/

:1 lo t:4

/2 5/

:1

P

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

1 DECIDUOUS TREE PLANTING

N.T.S.

PLANTING DETAILS

LP501

JFDS 44

2 ORNAMENTAL TREE PLANTING

N.T.S.

3 CONIFEROUS TREE PLANTING

N.T.S.

5 TRENCH EDGE (TURF/PRAIRIE SEPARATION)

N.T.S.

4 SPADE EDGE AT PLANTING BEDS

N.T.S.

6 TRANSPLANTING SECTION (TYP.)

N.T.S.

X re f .

L A

C A

D fi le s\

_0 xR ef s\

3_ l_ co lu m ba riu m _l ay ou t.d w g

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

FS

A

FS

A

A

C

C

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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

A l o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:o n e e i g h t h i c o 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 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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT CC EC

SITE IRRIGATION PLAN

NORTH

0 feet300

1" = 150'

150 450

IR-101

REMOVE EXISTING IRRIGATION HEADS

AND BACKFILL WITH BENTONITE -

SAVE HEADS AND STOCKPILE FOR

OWNER - TRACE, FLAG AND LOCATE

EQUIPMENT TO CONFIRM ACTUAL

LOCATIONS IN FIELD

REMOVE EXISTING IRRIGATION HEADS

AND BACKFILL WITH BENTONITE -

SAVE HEADS AND STOCKPILE FOR

OWNER - TRACE, FLAG AND LOCATE

EQUIPMENT TO CONFIRM ACTUAL

LOCATIONS IN FIELD

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT

NORTH

0 feet40

1" = 20'

20 60

CC EC

IRRIGATION DEMO PLAN

IR-102

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

REMOVE EXISTING IRRIGATION HEADS

AND BACKFILL WITH BENTONITE -

SAVE HEADS AND STOCKPILE FOR

OWNER - TRACE, FLAG AND LOCATE

EQUIPMENT TO CONFIRM ACTUAL

LOCATIONS IN FIELD

REMOVE EXISTING IRRIGATION HEADS

AND BACKFILL WITH BENTONITE -

SAVE HEADS AND STOCKPILE FOR

OWNER - TRACE, FLAG AND LOCATE

EQUIPMENT TO CONFIRM ACTUAL

LOCATIONS IN FIELD

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT

NORTH

0 feet40

1" = 20'

20 60

CC EC

IRRIGATION DEMO PLAN

IR-103

REMOVE EXISTING IRRIGATION HEADS

AND BACKFILL WITH BENTONITE -

SAVE HEADS AND STOCKPILE FOR

OWNER - TRACE, FLAG AND LOCATE

EQUIPMENT TO CONFIRM ACTUAL

LOCATIONS IN FIELD

REMOVE EXISTING IRRIGATION HEADS

AND BACKFILL WITH BENTONITE -

SAVE HEADS AND STOCKPILE FOR

OWNER - TRACE, FLAG AND LOCATE

EQUIPMENT TO CONFIRM ACTUAL

LOCATIONS IN FIELD

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT

NORTH

0 feet60

1" = 30'

30 90

CC EC

IRRIGATION DEMO PLAN

IR-104

FS

3"

3"3"

3"

3"

2"

2"

2"

2"

2"

2"

C

3"

3"

8"

TIE INTO EXISTING 8"

MAINLINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPICAL

CUT/CAP EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPCIAL

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT

NORTH

0 feet40

1" = 20'

20 60

CC EC

SITE IRRIGATION PLAN

IR-105

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

A

8"

TIE INTO EXISTING 8"

MAINLINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPICAL

CUT/CAP EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPCIAL

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT

NORTH

0 feet40

1" = 20'

20 60

CC EC

SITE IRRIGATION PLAN

IR-106

TIE INTO EXISTING

IRRIGATION HEAD AND

MAKE P.C.

RELOCATE OUTSIDE OF

BURIAL AREA AND MAKE P.C.

FS

A

2"

2"

2"

2"

2"

2"

3"

3"

3"

TIE INTO EXISTING 8"

MAINLINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPICAL

CUT/CAP EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPCIAL

CUT/CAP EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPCIAL

CUT/CAP EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPCIAL

TIE INTO EXISTING

IRRIGATION HEAD AND

MAKE P.C.

TIE INTO EXISTING

IRRIGATION HEAD AND

MAKE P.C.

TIE INTO EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPICAL

TIE INTO EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPICAL

TIE INTO EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPICAL

C

CUT/CAP EXISTING

IRRIGATION LINE - CONFIRM

ACTUAL LOCATION IN FIELD

- TYPCIAL

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro 570Z-4P w/ MP1000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP1000 Nozzles

Toro 570Z-4P w/ MP2000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP2000 Nozzles

Toro 570Z-4P w/ MP3000 Nozzles Turf Rotary, 4" Pop-Up, with a Zero Flush Seal. 1/2" Female-Threaded Inlet, MP3000 Nozzles

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro FLX35-336-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

Toro FLX35-346-16 (30 Degree Trajectory) 1" ACME inlet turf sprinkler, part-circle and full-circle in one, pressure regulation at 65psi, standard solenoid, 30 degree trajectory

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Toro P220-27-04 Electric, 1" Plastic In-Line Remote Control Valve. Standard Solenoid. With EZ Reg Pressure Regulator.

Toro 474-00 One-Piece, 1" Single Lug Quick Coupler Valve with Standard Metal Cover.

AquaFuse 2" PE 360 Degree Ball Valve 12

Clow Isolation Valve W/ HDPE Extensions

- Line Sized

Bermad C30 2" Air/Vacuum Relief Valve 3

Toro SB48PS1U 48-Station Sentinel Field Satellite Controller. Remote and Flow Sensor Ready, with ET-based run times. Enclosure: Stainless Steel Pedestal Mount.

Toro TFS-200 2" 2" Plastic Tee Flow Sensor

Irrigation Lateral Line: PVC Class 200 SDR 21 8,745 l.f.

Irrigation Mainline: HDPE PE4710 DR 13.5 2,569 l.f.

Pipe Sleeve: HDPE PE4710 DR 11 84.2 l.f.

A

C

FS

LEGEND

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT

NORTH

0 feet40

1" = 20'

20 60

CC EC

SITE IRRIGATION PLAN

IR-107

SCALE:

THRUST BLOCK DETAIL

NONE

SCALE:

SLEEVING DETAIL

NONE

SCALE:

FIXED-SPRAY SPRINKLER

NONE

SCALE:

ELECTRIC VALVE

AND VALVE BOX

NONE

SCALE:

TURF ROTOR

NONE

SCALE:

SPRINKLER INSTALLATION

WITHIN BURIAL PLOTS

NONE

SCALE:

QUICK-COUPLING VALVE

WITH STABILIZER

NONESCALE:

ISOLATION

VALVE WITH BOX

NONE

SCALE:

SPRINKLER PLACEMENT

NONE

SCALE:

POP-UP BUBBLER

NONESCALE:

FIXED-SPRAY SPRINKLER

(12" HIGH-POP)

NONE

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 z c o l e s p r o j e c t s o m a h a n a t i o n a l c e m e t a r y o m a h a n c e x p a n s i o n d i t n v e d o t

A

M

Office 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

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

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

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

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT CC EC

IRRIGATION DETAILS

IR-501

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 (SEOR).

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 AND MECHANICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE

WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL,

MECHANICAL AND ELECTRICAL 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, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS,

CONDITIONS, 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 CONSTRUCTION MANAGER/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 0.074 g S1 0.045 g Sds 0.079 g Sd1 0.072 g

SEISMIC FORCE RESISTING SYSTEM ORDINARY REINFORCED CONCRETE SHEAR

WALLS

R 4 Cd 4

ΩO 2.5

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

BASE SHEAR, STRENGTH LEVEL V = CS x W = 0.02 x W

4. WIND:

BASIC WIND SPEED 105 MPH

EXPOSURE CLASS C

MWFRS DESIGN PRESSURE 24 PSF

C&C DESIGN PRESSURE PER APPLICABLE BUILDING CODE

5. SNOW:

GROUND SNOW 25 PSF

SNOW EXPOSURE FACTOR 0.9

THERMAL FACTOR 1.2

IMPORTANCE FACTOR 0.8

DESIGN SNOW 20 PSF

DESIGN CRITERIA AND LOADS

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT DATED

NOVEMBER 19, 2021 BY TERRACON. REPORT IS ON FILE WITH THE ARCHITECT.

2. SOIL PROPERTIES PER THE GEOTECHNICAL REPORT:

ALLOWABLE NET SOIL BEARING PRESSURE:

FOOTINGS 1500 PSF

ANTICIPATED DEPTH TO ALLOWABLE

SOIL BEARING 3.5 FT BELOW EXISTING GRADE

FROST DEPTH 3.5 FT (UNHEATED)

3. ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED.

4. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT

TO EXISTING STRUCTURES OR IMPROVEMENTS TO NOT DAMAGE OR UNDERMINE

FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC.

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…