GSE Bid Drawings _ Part 3A.pdf

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Y1PZ--810CM3029 Gravesite Expansion (2000 Niches & 2, 500 IGC) Dayton NC
Solicitation number
36C78621B0005
Issued by

About this file

This pre-solicitation notice seeks bids for a firm fixed price construction contract to provide gravesite expansion and columbarium construction at the Dayton National Cemetery in Dayton, Ohio. The scope of work includes demolition, site preparation, excavation, backfilling, grading, foundations, footings, columbaria installation, irrigation, landscaping, signage, utilities and other site improvements. The contract is set aside exclusively for verified Service-Disabled Veteran-Owned Small Businesses. The solicitation will be issued on or around mid-May 2021 as an Invitation for Bid with anticipated bid opening in August 2021 and a 300-day period of performance. Interested parties must register in the System for Award Management and represent eligibility as an SDVOSB at time of bid submission. The pre-solicitation notice provides relevant details but does not constitute a request for proposal or bid.

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Text version

CL

R3

R3"

3" DIA. SST COVER

1 1/2" DIA.

METAL POSTSTAINLESS STEEL

ANCHOR PLATE BY

MANUFACTURER

+/- 3'-0"

CORE DRILLED POST

INTO CONCRETE

STEP, 6" MIN.; EPOXY

PER MANUFACTURER

RECOMMENDATIONS

CL

5'-9"

4"

2"

CL

R3"

R3

1 4"

4"

4" CHAMFER ALL

TOP EDGES, TYP.

CONT. SELF ADHESIVE EPDM

MORTAR & SHIMS AS NECESSARY

TYPE 1 HORIZONTAL &

VERTICAL CELL VENTS

BACKER ROD &

SEALANT

STONE TYPE 1: FULL VENEER

CIP CONC. STEM WALL, SEE

PLANS

AIR SPACE, TYP.

STONE TYPE1 : CAP5"4"

2"

CL

2'-0"

CIP CONC. STEM WALL

TYPE 1 STONE FULL VENEER,

WHERE APPLICABLE

FIELD DRILL AT LOCATION & ANGLE

AS PER PRECAST COLUMBARIUM

MANUFACTURER, EPOXY

STAINLESS STEEL PIN IN-PLACE

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

CONT. SELF

ADHESIVE EPDM

1"

2"

3 8"

4"

CL

DRIP EDGE CONT.

AROUND CAP

FINISH GRADE

2" MORTAR AT BOTTOM ONLY

CONT. SELF ADHESIVE EPDM

THRU WALL FLASHING

MORTAR HAUNCH

TYPE 1 CELL VENT,

(BEYOND) @ EACH JOINT

MORTAR MESH IN 1" AIRSPACE,

FULL HEIGHT OF WALL/COLUMN

SS CONT. METAL TERMINATION BAR

SEALANT

1' -0

" M

IN

DAMP PROOFING TO COVER

UNEXPOSED STONE AND CONC

SURFACES, TYP.

EXPANSION JOINT (TYP.)

THICKENED-EDGE

CONC. PAVEMENT

2" MORTAR AT BOTTOM ONLY

CONT. SELF ADHESIVE EPDM

THRU WALL FLASHING

MORTAR HAUNCH

TYPE 1 CELL VENT,

(BEYOND) @ EACH JOINT

MORTAR MESH IN 1" AIRSPACE,

FULL HEIGHT OF WALL/COLUMN

SS CONT. METAL TERMINATION BAR

SEALANT

1' -0

" M

IN

DAMP PROOFING TO COVER

UNEXPOSED STONE AND

CONC SURFACES, TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 c ol re ta in in g w al l d et ai ls .d w g ed it:

jfa hr en ka m p sa ve d:

3/

9/

:2

PM

lo t:3

/9 /2

6:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

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

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

BID DOCUMENTS

Approved: Project Director

SCALE:5

STAIRCASE RAILING DETAIL

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

HANDRAIL POST COVERPLATE DETAIL

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

CC510

JAFJDL

RETAINING WALL DETAILS 2

SCALE:1

RETAINING WALL CAP SETTING SECTION DETAIL , TYP

1-1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:4

RETAINING WALL BASE SECTION

3" = 1'-0"' (30" x 42" PAPER SIZE)SCALE:2

RETAINING WALL CAP SETTING DETAIL

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

RETAINING WALL

CAP DRIP EDGE DETAIL, TYP.

6" = 1'-0"' (30" x 42" PAPER SIZE)

CC510

CC510

36 46

B

A

C

891011

12131415

16171819

20212223

24252627

28293031

32333435

AFJ

GTI

AFJ

QAW

GTI

TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS

AFJ 2 AUTUMN BLAZE FREEMAN MAPLE B&B 2 - 1/2" CAL.

ACER X FREEMANII `JEFFSRED` TM

GTI 2 SUNBURST COMMON HONEYLOCUST B&B 2 - 1/2" CAL.

GLEDITSIA TRIACANTHOS INERMIS `SUNCOLE`

QAW 1 WHITE OAK B&B 2 - 1/2" CAL.

QUERCUS ALBA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 la c ad fi le s\ _0 sh ee ts

\p ha se

\1

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dw jfa hr en ka m d:

3/ 9/

:2 lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

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

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

N 0 20' 40'

SCALE:1

SECTION 46 IGC PLANTING PLAN

1" = 20' (30" x 42" PAPER SIZE)

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMPORARY CONSTRUCTION FENCE

NEW SOD WITH IRRIGATION

1 SHREDDED BARK MULCH WITH IRRIGATION

(MATCH EXISTING ON SITE)

1. ALL DISTURBED AREAS, BEYOND PLANTINGS, SHALL BE

RESTORED/REPLACED IN-KIND

KEY NOTES

GENERAL NOTES

PLANTING SCHEDULE: IGC

LP101

JAFJDL

SECTION 46 IGC PLANTING PLAN

37 46

NWL

GTI

MVI

PGD

EFC

UPD

UPD

EFC

CKF

BTM

CKF

BTM

RAG

RAG

VMB

AGA

AGA

PGD

TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS

AGA 4 AUTUMN BRILLIANCE APPLE SERVICEBERRY B&B 2 - 1/2" CAL.

AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`

GTI 2 SUNBURST COMMON HONEYLOCUST B&B 2 - 1/2" CAL.

GLEDITSIA TRIACANTHOS INERMIS `SUNCOLE`

MVI 7 SWEET BAY B&B 8` HT. MIN. 1-1/2" CAL. LEADERS; NO BRANCHES BELOW 36"

MAGNOLIA VIRGINIANA HT.

PGD 6 BLACK HILLS SPRUCE B&B 6` HT.

PICEA GLAUCA `DENSATA`

UPD 2 DYNASTY LACEBARK ELM B&B 2 - 1/2" CAL. NO `V` CROTCHES; SINGLE, STRAIGHT LEADER

ULMUS PARVIFOLIA `DYNASTY`

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT REMARKS

BTM 17 CABERNET JAPANESE BARBERRY 5 GAL. MIN. 5 CANES @ 12" HT.

BERBERIS THUNBERGII `MORETTI SELECT` TM

EFC 2 CANADALE GOLD EUONYMUS 5 GAL. MIN. 5 CANES @ 12" HT.

EUONYMUS FORTUNEI `CANADALE GOLD`

RAG 24 GRO-LOW FRAGRANT SUMAC 5 GAL.

RHUS AROMATICA `GRO-LOW`

PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT REMARKS

CKF 7 KARL FOERSTER FEATHER REED GRASS 5 GAL.

CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`

NWL 16 WALKERS LOW CATMINT 3 GAL.

NEPETA X FAASSENII `WALKERS LOW`

VMB 164 BOWLES COMMON PERIWINKLE 1 GAL. MIN. 12" LEADER

VINCA MINOR `BOWLES`

PLANT SCHEDULE COLUMBARIUM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 la c ad fi le s\ _0 sh ee ts

\p ha se

\1

_l p-pl an tin g.

dw jfa hr en ka m d:

3/ 9/

:2 lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

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

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

N 0 10' 20'

SCALE:1

COLUMBARIUM PLANTING PLAN

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

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

SILT FENCE

TEMPORARY CONSTRUCTION FENCE

FLOWER WATERING

STATION

ROOT BARRIER

6' BENCH

NEW SOD WITH IRRIGATION

SHREDDED BARK MULCH WITH IRRIGATION

(MATCH EXISTING ON SITE)

SPADE EDGE

1. ALL DISTURBED AREAS, BEYOND PLANTINGS, SHALL BE

RESTORED/REPLACED IN-KIND

KEY NOTES

GENERAL NOTES

PLANTING SCHEDULE: COLUMBARIUM

LP102

JAFJDL

COLUMBARIUM PLANTING PLAN

2"

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

5' MIN. CLEAR AT EDGE OF TRUNK

(EDGE OF GROUNDCOVERS AT FULL

MATURITY, WALK EDGE, ALL CURBS

OR TURF AREA)

(2) TREE STAKES DRIVEN A MIN. 2' BELOW

GRADE (NW & SE)

3" DEPTH SHREDDED BARK

MULCH

4" HEIGHT TAMPED WATER BASIN

AT EDGE OF PLANTING PITFINISHED GRADE

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

NOTES:

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

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

3X ROOTBALL

DIAMETER

NORTH

PREVAILING

WINDS

SOUTH

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 (N & S)

PLAN VIEW OF TREE STAKING

NOT TO SCALE

3X R O

O

TBALL

SHREDDED BARK

MULCH

LAWN

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

2"

UNDISTURBED OR

COMPACTED SOIL

PLANTING SOIL

MOUND MIN. 6"

FINISHED GRADE

LAWN OR PLANTING BED EDGE (SPADE

EDGE IN ALL LAWN AREAS)

5' MIN. CLEAR AT EDGE OF TRUNK

(EDGE OF GROUNDCOVERS AT FULL

MATURITY, WALK EDGE, ALL CURBS

OR TURF AREA)

4" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

TREE TIE SECURED TO (3)

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO TREE

WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

3" DEPTH SHREDDED

BARK 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

NORTH

PREVAILING

WINDS

SOUTH

PREVAILING

WINDS

PLAN VIEW OF TREE STAKING

NOT TO SCALE

3X R O

O

TBALL

SHREDDED

BARK MULCH

LAWN

TREE TIE SECURED

TO DUCKBILL

ANCHOR WITH

TURNBUCKLE.

SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW

FOR MOVEMENT OF

TREE.

NOTES:

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

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

3X ROOTBALL

DIAMETER

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

MIN.

6"

1"

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

LINE OF PLANTING PIT WHEN PLANTED

INDIVIDUALLY

UNDISTURBED OR COMPACTED SOIL

3" DEPTH SHREDDED

BARK MULCH

NOTE:

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

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

NOTE:

- KEEP MULCH APPX.

3" OFF PLANT

TRUNK OR STEM

- SEE PLANT

SCHEDULE FOR

O.C. SPACING, IF

APPLICABLE

O.C.SPACING

0.

C

SP

AC

IN

G

EDGE OF GROUNDCOVER

AREA/WALK EDGE

2' CLEAR, MIN. AT FULL MATURITY.

(EDGE OF GROUND COVER AREA,

WALK EDGE, ALL CURBS OR TURF

AREA.

TRIANGULAR SPACE,

AT SPECIFIED O.C.

DISTANCE - EQUIDISTANT

PLANT CENTER

SHREDDED BARK MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

MIN.

6"

1"

PLANTING SOIL

3" DEPTH SHREDDED

BARK MULCH

PAVED SURFACE, OR LAWN

UNDISTURBED OR COMPACTED SOIL

NOTE:

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

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

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

NOT TO SCALE

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

- 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)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 la c ad fi le s\ _0 sh ee ts

\p ha se

\1

_l p-pl an tin g.

dw jfa hr en ka m d:

3/ 9/

:2 lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

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

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

BID DOCUMENTS

Approved: Project Director

SCALE:3

EVERGREEN TREE PLANTING

N.T.S.

SCALE:2

DECIDUOUS TREE PLANTING

N.T.S.

SCALE:4

DECIDUOUS SHRUB PLANTING

N.T.S.

SCALE:5

EVERGREEN SHRUB PLANTING

N.T.S.

SCALE:1

PLANT BED SPACING (TYP.)

N.T.S.

SCALE:7

TREE PROTECTION DETAIL

NTS

ZONE A

DIA=1/2X

ZONE B; DIA=X

ZONE C; DIA=2X

PLAN VIEW

ELEVATION

VIEW

FENCING/ROOT PROTECTION

4' HIGH FENCING SHALL BE PROVIDED AND MAINTANED AT THE

DRIPLINE OF EACH TREE OR AROUND A GROUP OF TREES AT THE

DRIPLINE OF OUTSIDE TREES.

RE APPROVAL IS REQUIRED FOR USE/ACCESS WITHIN ZONE B.

PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION

FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B AT ALL

TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

X

TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC

INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT

DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN DIAMETER

REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW

GRADE OR DEEPER

ZONE B (DRIPLINE)

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF

MATERIALS SUBJECT TO RE APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER

MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL

ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE) IN

UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER

THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE

CONSIDERED WHERE THE TRENCH DEPTH DOES NOT EXCEED

4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF

MATERIALS SUBJECT TO RE APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE REQUIRED AND IS

TO BE DETERMINED BY RE

TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED

CONDITION

- OR AS SPECIFIED BY RE

SCALE:6

TRANSPLANTING SECTION (TYP.)

NTS

LP501

JAFJDL

PLANTING DETAILS

39 46

POC 1

NOTE: MAINLINE DRAWN FOR CLARITY.

TO BE LOCATED IN TURF AREAS - TYPICAL

4 10.4 1"

5 9.75 1"

7 14.3 1"

117.80 1"

158.32 1"

3"

CONTRACTOR TO CONNECT NEW COMM.

CABLE (TWO-WIRE) TO EXISTING COMM.

CABLE - COLOR TO MATCH EXISTING (BLUE)CONTRACTOR TO CONNECT NEW COMM.

CABLE (TWO-WIRE) TO EXISTING COMM.

CABLE - COLOR TO MATCH EXISTING

(BLUE)

3"

1 6.00 1"

2 8.32 1"

3 5.80 1"

6 1.96 1"

8 3.60 1"

9 1.96 1"

10 4.70 1"

148.00 1"

PULL BOX WITH PRV AND GATE VALVE -

SEE MECHANICAL PLAN

FWS

SUPPLY

FWS VALVE LOCATION

122.00 1"

1312.6 1"

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 1812-PRS w/ 5 Series MPR Nozzles 88 Turf Spray 12.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator. 1/2" NPT Female Threaded Inlet.

Rain Bird 1812-PRS w/ 10 Series MPR Nozzles 28 Turf Spray 12.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator. 1/2" NPT Female Threaded Inlet.

Rain Bird 1804-PRS w/ 12 Series MPR 42 Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator. 1/2" NPT Female Threaded Inlet.

Rain Bird 1804-PRS w/ MP2000 Nozzles 30 Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator 1/2". NPT Female Threaded Inlet.

Rain Bird 1804-PRS w/ 5 Series MPR Stream Bubbler Nozzles 14 Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator 1/2". NPT Female Threaded Inlet.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird 5004-+-XX-R-SS w/ #35 MPR Nozzles 33 Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser, Pressure Regulatort, MPR nozzles.

Rain Bird 8005-XX-SS 37 Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle. With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" NPT Female Threaded Inlet. Contractor To Field Nozzle To Match Precipitation Rate.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird PESB w/ Toro SB-DAC-1 Decoders 21 1" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration.

Rain Bird PESB-PRS-D w/ Toro SB-DAC-1 Decoders 8 1-1/2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulating Module.

AquaFuse Controlflo Gate Valve w/ HDPE Extensions 6 for Isolation of Mainline - Line Sized Harco 90° Isolation Valve for Isolation of Laterals

Rain Bird 5-RC - Match Existing 11 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Thermoplastic Rubber Cover, and 1-Piece Body

Toro SBAPS1U 1 Toro Sentinel Two-Wire Field Satellite. Tuned to existing R.F.

with FCC site survey by servicing authorized dealer. Coordinate 120vac satellite power with existing control package.

Existing Toro Central 1 With Upgraded Cell Card - Verizon (Complete) Jet Pack 8800L WiFi Hot Spot & All RElated Soft/Hardware To Operate The Central. Furthermore Existing Pump Station To Be Part Of Site R.F. Survey To Communicate Directly To Central Computer.

Existing Booster Station 1 With Watertronics Panel Upgrade - 5 Year Cell/Cloud Service Integrated To Existing Central Computer (#RET-HC(V)-68-2m/1pm)

Paige Wire 36" Ground Plate and Assembly w/ Surge Protector 2 As Per Manufacture's Recommendations

Point of Connection - Connect with E.F. or Butt Fusion 2 Connection

Irrigation Lateral Line: PVC Class 200 SDR 21 (1" - 2-1/2") 4,013 l.f.

All 1" Unless Otherwise Noted On Plan

Irrigation Mainline: HDPE 4710 DR11 1,320 l.f.

Pipe Sleeve: HDPE 4710 DR11 100.9 l.f.

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

POC #

Valve Number

Valve Size

Valve Flow (Aprx. GPM)

Valve Callout

C

CC

BS

LEGEND

CC EC

SITE IRRIGATION PLAN

IR101

NORTH

0 feet20

1" = 10'

10 30

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\c ol e' s pr oj ec ts

\d ay to n nc \d ay to n nc ir r 0

3-

-2

1.

dw ns n d:

3/

/2

2:

P

M lo t:3

/1 0/

:2

PM

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

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

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 # 15830

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of 5

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

Gettysburg Avenue Gettysburg Avenue

HAW

AII PLACE

Wisconsin Avenue

Pe nn sy lva ni a

Av en ue

New Mexico Place

Ohio Av en ue

SECTION 15

SECTION 13

SECTION 12

SECTION 17

SECTION 19B SECTION 19A

SECTION 19

SECTION 6 SECTION 5 SECTION 2

SECTION A

SECTION G

SECTION I

SECTION R

SECTION 18B

MEMORIAL

SECTION

A

MEMORIAL

SECTION

B

MEMORIAL

SECTION C

SECTION 9 SECTION8 SECTION 7

SECTION 14

SECTION 16

SECTION 18

SECTION 4 SECTION 3

SECTION 1

SECTION 11

CIVILIAN SECTION

SECTION 18C

SECTION P

SECTION Q

SECTION 10

SECTION N

SECTION M

SECTION L

SECTION K SECTION H

SECTION F SECTION E

SECTION D

SECTION C

SECTION B

SECTION S

SECTION I

OP

OQ

O

O

O

O

SECTION 20

SECTION 25

SECTION 21

SECTION 24

SECTION 26

SECTION 37 SECTION 36

SECTION 38

SECTION 39

SECTION 40

SECTION 41

SECTION 42

SECTION 28

SECTION 27

SECTION 29

SECTION 30

SECTION 31

SECTION 33

SECTION 34

SECTION 35

SECTION 32

KEY MAP

BID DOCUMENTS

Approved: Project Director A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT 4640

File details come from the government source that posted it. Updated .