VA101-17-R-0351-00005005.pdf

PDF 7 MB Posted Jan 3, 2018

Attached to: Jacksonville National Cemetery - Phase II - Design-Build
Solicitation number: VA10117R0351
Issued by: Department of Veterans Affairs Headquarters

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VA101-17-R-0351 00005 03a_JNC - PH2 RFP DB Plans 2017-12-28.pdf

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A1A

115A

109A

FLORIDA

JACKSONVILLE

NATIONAL CEMETERY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i l e

P a t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand o n e e i g h t h i n 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 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

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c m s e r v i c e s j a c k s o n v i l l e n c c i v i l c a d f i l e s

H E

E T

S X

O V

E R d w g

AE #14641

COVER SHEET

BD-X-1.0

JACKSONVILLE NATIONAL CEMETERY

BRIDGING DOCUMENTS - PHASE II GRAVESITE DEVELOPMENT

VA PROJECT NO. VA101F-17-D-2826

PROJECT NO. 928CM2003

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE

ARCHITECTURE, PLANNING, CIVIL ENGINEERING

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: CURT CLAEYS, PROJECT MANAGER

PHONE: (763) 412-4000

HDR

STRUCTURAL ENGINEERING, MECHANICAL

ENGINEERING, ELECTRICAL ENGINEERING

2365 IRON POINT ROAD, SUITE 300

FOLSOM, CA 95630

CONTACT: WILLIAM ZAVATKAY

PHONE: (916) 817-4924

EC DESIGN GROUP

IRRIGATION

400 5TH STREET

WEST DES MOINES, IA 50265

CONTACT: ERIK CHRISTIANSEN

PHONE: (525) 255-6365

CPMI

COST ESTIMATOR

3265 NORTHWOOD CIRCLE, SUITE 170

EAGAN, MN 55121

CONTACT: BRYAN BERTRAND

PHONE: (952) 854-3663

REGIONAL LOCATION MAP PROJECT SITE MAPN.T.S.

N.T.S.

CHC JF

SHEET INDEX

SHEET SHEET TITLE

GENERAL

BD-X-1.0 COVER SHEET 1 OF 25

SITE PLAN

BD-L-1.0 SITE PLAN - OVERALL 2 OF 25

BD-L-1.1 SITE PLAN - SOUTH 3 OF 25

BD-L-1.2 SITE PLAN - NORTH 4 OF 25

GRADING

BD-L-2.0 GRADING - CONCEPTUAL 5 OF 25

LANDSCAPE

BD-L-3.0 LANDSCAPE - SOUTH 6 OF 25

BD-L-3.1 LANDSCAPE - NORTH 7 OF 25

BD-L-3.2 LANDSCAPE - COLUMBARIUM PLAZA 'B' & 'C' 8 OF 25

COLUMBARIUM

BD-L-4.0 COLUMBARIUM - PLAZA B 9 OF 25

BD-L-4.1 COLUMBARIUM - PLAZA C & D 10 OF 25

BD-L-4.2 COLUMBARIUM - DETAILS 11 OF 25

BD-L-4.3 COLUMBARIUM - DETAILS 12 OF 25

BD-L-4.4 COLUMBARIUM - DETAILS 13 OF 25

FLAG ASSEMBLY AREA

BD-L-5.0 FLAG ASSEMBLY - LAYOUT 14 OF 25

CRYPTS

BD-L-6.0 CRYPTS DETAILS - PREPLACED CRYPTS 15 OF 25

BD-L-6.1 CRYPTS DETAILS - OVERSIZED CRYPTS 16 OF 25

BD-L-6.2 CRYPTS DETAILS - HEADSTONE SUPPORT 17 OF 25

BD-L-6.4 CRYPTS DETAILS - URN VAULTS 18 OF 25

CIVIL

BD-L-7.0 CIVIL - CONCEPTUAL STREET LAYOUT 19 OF 25

BD-L-7.1 CIVIL - DETAILS 20 OF 25

ARCHITECTURAL

BD-A-100 ARCHITECTURAL SITE PLAN - OVERALL 21 OF 25

BD-A-101 PIC & ADMIN. BUILDING - FLOOR PLAN 22 OF 25

BD-A-102 PIC & ADMIN. BUILDING - EXTERIOR ELEVATIONS 23 OF 25

BD-A-103 PIC & ADMIN. BUILDING - BUILDING SECTIONS 24 OF 25

BD-A-104 MAINTENANCE BUILDING - SITE PLAN & SECTION 25 OF 25

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

JAC

O N V

ILLE N

RIV

CAMP BLANDING DRIVE

CKS

MEMORIAL DRIVE

AYPO

RT N

S D

RIV

ETHEL ROAD

(R/W WIDTH VARIES)

TEW

ART

RIV

LANNIE R

OAD

ETO

PPC

FUTURE

PPC

IGC

FUTURE

IGC

IGCT

OPPC

IGC

PPC

FUTURE

PPC

POND 4

POND 2

POND 1

POND 3

FLAG

ASSEMBLY

PIC/ADMIN

BUILDINGS

BOAT

RAMP

BOAT

RAMP

MAINTENANCE

COMPLEX

COLUMBARIUM

PLAZA 'A'

COLUMBARIUM

PLAZA 'B'

COLUMBARIUM

PLAZA 'C'

FUTURE

COLUMBARIUM

PLAZA 'D'

POTENTIAL

POND 5

BORROW

AREA

WATER

TREATMENT

BUILDING

IRRIGATION

PUMP HOUSE

MATERIALS

STORAGE BINS

NEW

PRE-ENGINEERED

METAL CANOPY

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

WETLAND

PRESERVATION

WETLAND

PRESERVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand 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

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c c i v i l c a d f i l e s

H E

E T

S C

I T

L A

N d

AE #14641

CHC JF

SITE PLAN - OVERALL

SCALE:

SITE PLAN - OVERALL

1" = 200' (30" x 42" PAPER SIZE)

0 200' 400'

BD-L-1.0

BD-L-1.1

BD-L-1.2

NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED CRYPTS

IGCT: IN-GROUND TRADITIONAL

ETO: EARLY TURN OVER

LEGEND

BALANCE POND 5 WITH

POND 4 TO SUPPORT

IRRIGATION DEMAND

AutoCAD SHX Text

ARV

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text -8

AutoCAD SHX Text

3H:1V SLOPE

AutoCAD SHX Text

3H:1V SLOPE

AutoCAD SHX Text E

AutoCAD SHX Text

EHH

AutoCAD SHX Text E

AutoCAD SHX Text

COM HH

AutoCAD SHX Text

1 STORY METAL BUILDING FFE-20.24

AutoCAD SHX Text

COMMITTAL SHELTER 1 PAD-25.33'

AutoCAD SHX Text

COMMITTAL SHELTER 2 PAD-25.32'

AutoCAD SHX Text

SM 12

AutoCAD SHX Text

SM 12

AutoCAD SHX Text

SM 13

AutoCAD SHX Text

SM 13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

H E

E T

S C

I T

L A

N d

AE #14641

CHC JF

SITE PLAN - SOUTH

SCALE:

SITE PLAN - SOUTH

1" = 100' (30" x 42" PAPER SIZE)

MATCH LINE 'A' ( SEE SHEET BD-L-1.2)

0 100' 200'

BD-L-1.1

NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

2. CRYPT QUANTITIES ARE APPROXIMATE FOR SECTION

LAYOUTS

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED CRYPTS

IGCT: IN-GROUND TRADITIONAL

CONSTRUCTION FENCING WITH SCREENING

EARLY TURNOVER PPC

LEGEND

POTENTIAL

POND 5

BORROW

AREA

LIMITS OF

CONSTRUCTION

WETLAND

PRESERVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

H E

E T

S C

I T

L A

N d

AE #14641

CHC JF

SITE PLAN - NORTH

SCALE:

SITE PLAN - NORTH

1" = 100' (30" x 42" PAPER SIZE)

MATCH LINE 'A' ( SEE SHEET BD-L-1.1)

0 100' 200'

BD-L-1.2

NOTES

1. THE CONTRACTOR SHALL

COORDINATE ALL WORK WITH

CEMETERY STAFF

LEGEND

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED

CRYPTS

IGCT: IN-GROUND TRADITIONAL

AutoCAD SHX Text

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

H E

E T

S C

R A

D I N

G d

AE #14641

CHC JF

GRADING - CONCEPTUAL

SCALE:

GRADING PLAN - SOUTH

1" = 100' (30" x 42" PAPER SIZE)

0 100' 200'

BD-L-2.0

DRAINAGE CORRECTION:

REPAIR / REPLACE ALL

DISTURBED AREAS IN KIND

NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

2. NO BURIAL SECTION BACKFILL CAN BE PLACED WITHOUT THE

WRITTEN PERMISSION OF THE SENIOR RESIDENT ENGINEER

FOLLOWING A NUMBERING ACCURACY VERIFICATION

INSPECTION INDICATING ALL NUMBERING IS CORRECT,

ACCURATE AND IS CONSISTENT WITH THE APPROVED

LAYOUT.

LEGEND

SLOPE GRADIENT & DIRECTION

HEADSTONE DIRECTION

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

A D l e s

H E

E T

S L L A

N D

S C

A P

E d

AE #14641

CHC JF

LANDSCAPE - SOUTH

SCALE:

LANDSCAPE PLAN - SOUTH

1" = 100' (30" x 42" PAPER SIZE)

MATCH LINE 'A' ( SEE SHEET BD-L-3.1)

NOTES

1. ALL NEW LANDSCAPING MATERIALS SHALL MATCH EXISTING

CEMETERY UNLESS OTHERWISE NOTED

2. ALL DISTURBED AREAS SHALL BE REPAIRED/REPLACED IN

KIND

3. ALL DISTURBED AREAS TO RECEIVE CELEBRATION

BERMUDAGRASS (CYNODON DACTYLON) SOD UNLESS

OTHERWISE INDICATED.

4. RESTORE STAGING AREAS AS FOLLOWS (INCLUDING

DISTURBED AREAS NOT SHOWN ON PLANTING PLANS:

4.1. REMOVE ALL CONSTRUCTION MATERIALS.

4.2. TILL SOIL TO 6" DEPTH.

4.3. DISTURBED AREAS WITHIN 30 FT OF BACK OF CURB

SHALL RECEIVE BERMUDA GRASS SOD. SODDED AREAS

SHALL HAVE 6" MINIMUM DEPTH TOPSOIL PRIOR TO

SODDING.

5. LANDSCAPE DESIGN SHALL BE CONSISTENT WITH EXISTING

LANDSCAPE THEME (VARIETY, COLOR, TEXTURE, LAYOUT)

6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

PLANT SCHEDULE

DRAINAGE CORRECTION:

REPAIRED / REPLACED ALL

DISTURBED AREAS IN KIND

0 100' 200'

BD-L-3.2

TREES

Common & Botanical Names Cont. Cal. Size

Florida Flame Red Maple

45 Gal 2.5" Cal.

12-14' ht. x 5' spd.

Acer rubrum 'Florida Flame'

Duraheat River Birch 30 Gal 2" Cal.

10-12' ht. x 3-4' spd.

Betula nigra 'Duraheat'

Natchez Crape Myrtle

30 Gal 2" Cal.

10-12' ht. x 5' spd.

Lagerstroemia indica Natchez'

Southern Magnolia

65 Gal 3" Cal.

12-14' ht. x 6' spd.

Magnolia grandiflora

Loblolly Pine

Varies

Pinus elliotti

Southern Live Oak BB 2" Cal.

Quercus virginiana

High Rise Live Oak

FG 4" Cal.

14-16' ht. x 6' spd.

Quercus virginiana 'High Rise'

Sabal Palm FG 17' ct.

Sabal palmetto

Bald Cypress

30 Gal 2" Cal.

8-10' ht. x 4.5' spd.

Taxodium distichum

Allee Lacebark Elm FG 4" Cal.

14-16' ht. x 6' spd.

Ulmus parvifolia 'Allee'

SHRUBS

Common & Botanical Names Cont.

Boxwood

3 gal., 18" ht. x 18" spr.

Buxus microphylla

Sandankwa Viburnum

3 gal., 18" min. ht.

Viburnum suspensum

Ruby Chinese Fringe Flower Cont., 18" min. ht. x 36" oc

Loropetalum chinense var. rubrum

GROUND COVERS

Common & Botanical Names Cont.

Yellow Canna Lily 1 gal. @ 30" oc

Canna flaccida

African Iris

1 gal. @ 30" oc

Dietes vegeta

Dwarf Yaupon 3 gal. @ 30" oc

Ilex vomitoria Nana'

Big Blue Lilyturf 1 gal. @ 24" oc

Liriope muscari 'Big Blue'

Ruby Loropetalum 3 gal. @ 30" oc

Loropetalum chinense rubrum 'Ruby'

Pickerelweed

1 gal. @ 24" oc

Pontederia cordata

Crown Grass

1 gal. @ 36" oc

Paspalum quadrifolia

Cordgrass 1 gal. @ 36" oc

Spartina bakeri

Silver Saw Palmetto

3 gal. @ 48" oc

Serenoa repens Cinerea'

Asian Jasmine

4" pot @ 12" oc

Trachelospermum asiaticum

Dwarf Fakahatchee Grass

1 gal. @ 30" oc

Tripsacum floridana

Fakahatchee Grass

1 gal. @ 48" oc

Tripsacum dactyloides

Walter's Viburnum

3 gal. @ 36" oc

Viburnum obovatum

Coontie Palm

3 gal. @ 30" oc

Zamia floridana

LEGEND

NEW SOD

NEW PLANTINGS

(ARRANGEMENT SHALL BE CONSISTENT

WITH EXISTING CEMETERY)

NEW TREES

(ARRANGEMENT SHALL BE CONSISTENT

WITH EXISTING CEMETERY)

BD-L-3.0

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED CRYPTS

IGCT: IN-GROUND TRADITIONAL

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L L A

N D

S C

A P

E d

AE #14641

CHC JF

LANDSCAPE - NORTH

SCALE:

LANDSCAPE PLAN - NORTH

1" = 100' (30" x 42" PAPER SIZE)

MATCH LINE 'A' ( SEE SHEET BD-L-3.0)

NOTES

0 100' 200'

1. ALL NEW LANDSCAPING MATERIALS

SHALL MATCH EXISTING CEMETERY

UNLESS OTHERWISE NOTED

2. ALL DISTURBED AREAS SHALL BE

REPAIRED/REPLACED IN KIND

3. ALL DISTURBED AREAS TO RECEIVE

CELEBRATION BERMUDAGRASS

(CYNODON DACTYLON) SOD

UNLESS OTHERWISE INDICATED.

4. RESTORE STAGING AREAS AS

FOLLOWS (INCLUDING DISTURBED

AREAS NOT SHOWN ON PLANTING

PLANS:

4.1. REMOVE ALL CONSTRUCTION

MATERIALS.

4.2. TILL SOIL TO 6" DEPTH.

4.3. DISTURBED AREAS WITHIN 30

FT OF BACK OF CURB SHALL

RECEIVE BERMUDA GRASS

SOD. SODDED AREAS SHALL

HAVE 6" MINIMUM DEPTH

TOPSOIL PRIOR TO SODDING.

5. LANDSCAPE DESIGN SHALL BE

CONSISTENT WITH EXISTING

LANDSCAPE THEME (VARIETY,

COLOR, TEXTURE, LAYOUT)

6. THE CONTRACTOR SHALL

COORDINATE ALL WORK WITH

CEMETERY STAFF

BD-L-3.1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L L A

N D

S C

A P

E d

AE #14641

CHC JAF

LANDSCAPE - COLUMBARIUM

PLAZA 'B' & 'C'

SCALE:

LANDSCAPE PLAN - COLUMBARIUM PLAZA 'B'

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

NOTES

SCALE:

LANDSCAPE PLAN - COLUMBARIUM PLAZA 'C'

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

0 20' 40'

1. ALL NEW LANDSCAPING MATERIALS

SHALL MATCH EXISTING CEMETERY

UNLESS OTHERWISE NOTED

2. ALL DISTURBED AREAS SHALL BE

REPAIRED/REPLACED IN KIND

3. ALL DISTURBED AREAS TO RECEIVE

CELEBRATION BERMUDAGRASS

(CYNODON DACTYLON) SOD UNLESS

OTHERWISE INDICATED.

4. RESTORE STAGING AREAS AS

FOLLOWS (INCLUDING DISTURBED

AREAS NOT SHOWN ON PLANTING

PLANS:

4.1. REMOVE ALL CONSTRUCTION

MATERIALS.

4.2. TILL SOIL TO 6" DEPTH.

4.3. DISTURBED AREAS WITHIN 30

FT OF BACK OF CURB SHALL

RECEIVE BERMUDA GRASS

SOD. SODDED AREAS SHALL

HAVE 6" MINIMUM DEPTH

TOPSOIL PRIOR TO SODDING.

5. LANDSCAPE DESIGN SHALL BE

CONSISTENT WITH EXISTING

LANDSCAPE THEME (VARIETY,

COLOR, TEXTURE, LAYOUT)

6. SEE BD-L-3.0 FOR PLANT SCHEDULE

7. THE CONTRACTOR SHALL

COORDINATE ALL WORK WITH

CEMETERY STAFF

LEGEND

NEW SOD

NEW PLANTINGS

(ARRANGEMENT SHALL

BE CONSISTENT WITH

EXISTING CEMETERY)

NEW TREES & SHRUBS

(ARRANGEMENT SHALL

BE CONSISTENT WITH

EXISTING CEMETERY)

FUTURE

PLAZA 'C'

FUTURE

PLAZA 'C'

NEW

PLAZA 'C'

NEW

PLAZA 'C'

NEW

PLAZA 'B'

NEW

PLAZA 'B'

EXISTING

PLAZA 'B'

NEW

PLAZA 'B'

BD-L-3.2

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED CRYPTS

CONSTRUCTION

FENCING WITH

SCREENING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L C

O L U

M B

A R

I U

M d

AE #14641

CHC JF

COLUMBARIUM - PLAZA B

SCALE:

COLUMBARIUM LAYOUT 'B'

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

0 10' 20'

BD-L-4.0

NEW

PLAZA 'B'

NEW

PLAZA 'B'

EXISTING

PLAZA 'B'

NEW

PLAZA 'B'

IGC

APPROXIMATE

LIMITS OF

CONSTRUCTION

NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED CRYPTS

IGCT: IN-GROUND TRADITIONAL

CONSTRUCTION FENCING WITH SCREENING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L C

O L U

M B

A R

I U

M d

AE #14641

CHC JF

COLUMBARIUM - PLAZA C & D

SCALE:

COLUMBARIUM LAYOUT 'C'

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

0 10' 20'

BD-L-4.1

FUTURE

PLAZA 'B'

FUTURE

PLAZA 'B'

NEW

PLAZA 'C'

NEW

PLAZA 'C'

IGC

PPC

NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

PPC: PRE-PLACED CRYPTS

IGC: IN-GROUND CREMAINS

OPPC: OVERSIZED PRE-PLACED CRYPTS

7'-5-1/2"7'-5"

2' 12'-2 1/4"

10'-0"

30'-4 1/2"

LIMESTONE WALL CAP

12 NICHE COLUMNS PLUS (2)

JOINTS @ END

CONCRETE

PAVEMENT

EXISTING

CURB

25.00

26.00

27.00

28.00

29.00

30.00

31.00

32.00

24.00

23.00

22.00

21.00

20.00

19.00

18.00

17.00

END PIER

MIDDLE PIER

END PIER

FINISH GRADE (TYP.)

EXISTING GRADE

(TYP.) - SEE

SPECIFICATIONS

FOR PREPARATION

REQUIREMENTS

CAP JOINT (TYP.)

PROVIDE SMOOTH, ROUNDED TRANSITION AT

TOP AND BOTTOM OF SLOPE

PLANTING BED

COMPACTED ENGINEERED FILL

DETECTABLE

WARNING STRIP

6" DEPTH AMENDED TOPSOIL

18" DEPTH FREE DRAINING SOIL - ALL LAWN

AND LANDSCAPE AREAS

COMPACTED FILL

GRAVEL FLOWER

STRIP WITH

UNDERDRAIN

4" DECORATIVE GROUND FACE CMU

VENEER (TOP 2 COURSES)

DECORATIVE GROUND FACE 8"

CMU (ON PIER, BEYOND)

PRECAST

COLUMBARIUM

UNIT

LIMESTONE CAP

MARBLE NICHE COVER

PLATES - GOVERNMENT

FURNISHED, CONTRACTOR

INSTALLED

IDENTIFICATION LETTERS

2" HIGH SANDBLASTED

INTO CMU (TYP.)

25.50

22.82

5'-4"

CONCRETE

PAVEMENT

REINFORCED CONCRETE FOOTING.

SEE S-1.1 AND S-1.2

4" STANDARD CMU VENEER (BOTTOM

COURSE, BELOW GRADE)

PIER FOOTING BEYOND SEE

S-1.1 AND S-1.2

M I N

6'-4"

4'-8"

2'-8"

GRAVEL FLOWER STRIP

30'-4 1/2"

3/8" 3/8" 3/8"3/8"

2'-0" 12'-1 1/2" 12'-1 1/2" 2'-0"

LINE OF BASE BELOW

DECORATIVE GROUND

FACE CMU

PRECAST COLUMBARIUM

UNITS (TYPICAL)

END PIER

MIDDLE PIER

END PIER

AIR SPACE

AIR

SPACE

AIR

SPACE

LIMESTONE CAP

2'-0"

8" DECORATIVE GROUND FACE CMU

COLUMBARIUM PLAZA

(CONCRETE PAVEMENT)

TOP OF CMU 31.17

TOP OF CONC. 25.50

TOP OF CONC. 24.48

BOTTOM OF FOOTING 22.82

GROUT AT BASE- SLOPE TO PROVIDE

POSITIVE DRAINAGE

WEEP VENT AT FIRST COURSE ABOVE

FINISH GRADE - TYPICAL ALL PIERS

-REMOVE MORTAR DRIPPINGS THAT

MIGHT IMPAIR DRAINAGE

" EXPANSION JOINT

REINFORCED CONCRETE FOOTING

3/8" SEALANT JOINT

W/ BACKER ROD

SECTION

8"5"

1'-0"

FACE OF CMU

DECORATIVE GRAVEL: 3/8" DIA. WASHED,

ROUNDED DECORATIVE RIVER STONE;

SUBMIT SAMPLE(S) FOR COLOR APPROVAL

GEOTEXTILE FABRIC - WRAP

SIDES OF TRENCH

4" SLOTTED PVC DRAIN PIPE. SLOPE 0.5%

MINIMUM.

CONCRETE PAVEMENT - THICKEN

EDGE AT FLOWER STRIP

CONCRETE FOUNDATION

ELIMINATE THICKENED PAVEMENT

EDGE ONLY WHERE DRAIN PIPES

CROSS UNDER PAVEMENT

I N

5'-4"

LIMESTONE CAP

WALL IDENTIFICATION

NUMBER - 8" HIGH

" MORTAR JOINT (TYP.)

TOP OF CMU 31.15

TW 24.48

BF 22.82

DECORATIVE GROUND

FACE CMU (TYP.)

WEEP VENT - AT EACH JOINT

FOR FIRST COURSE ABOVE

FINISH GRADE

" EXPANSION JOINT WITH

BACKER ROD AND SEALANT

FINISH GRADE -

VARIES, SEE PLANS

COURT ID LETTER - 6" HIGH

NOTES:

1. COURT AND WALL IDENTIFICATION

NUMBER SHALL BE SANDBLASTED INTO

CMU AND PAINTED. MATCH LETTERING

AT EXISTING COLUMBARIUM. PROVIDE

ID NUMBERS AT BOTH ENDS OF EACH

WALL.

2. ELEVATIONS SHOWN IN THIS DETAIL

ARE FOR EXAMPLE PURPOSES ONLY.

TAKEN FROM DETAIL USED IN 2016

PROJECT AT THE SITE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L C

O L U

M B

A R

I U

M d

AE #14641

CHC JF

COLUMBARIUM - DETAILS

SCALE:

PLAN SECTION THROUGH COLUMBARIUM ROW

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

SCALE:

GRAVEL FLOWER STRIP

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

SCALE:

TRANSVERSE SECTION THROUGH COLUMBARIUM COURT

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

END COLUMN ELEVATION

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

SCALE:

CROSS SECTION VIEW ELEVATION OF COLUMBARIUM COURT

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

END COLUMN SECTION

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

NOTES:

1. ELEVATIONS SHOWN IN THIS DETAIL

ARE FOR EXAMPLE PURPOSES ONLY.

TAKEN FROM DETAIL USED IN 2016

PROJECT AT THE SITE.

NOTES:

1. ELEVATIONS SHOWN IN THIS DETAIL

ARE FOR EXAMPLE PURPOSES ONLY.

TAKEN FROM DETAIL USED IN 2016

PROJECT AT THE SITE.

0 1/2' 1' 1-1/2'

0 1/2' 1' 2'

0 2' 4' 8'

BD-L-4.2

" Ø HOLE CAST-IN-PLACE VERTICAL

AND PLUMB (TYP.)

WEEP VENT, 1 EACH SIDE

1" TYP.

T Y

1'-8" TYP.

R O

N T

T Y

2"O.H.

F R

O N

F R

O N

Y P

F R

O N

VARIES

3'-8"

1'-10" 1'-10"

3/8"

12'-2 1/4"

12'-1 1/2"

3/8"

10"

AT BACK

TYP.

1'-0"

10 1/2"

1'-0"1 1/2" AT

FRONT TYP

1"TYP

Y P

3/4"

10 1/2"

1 1/2"

LIMESTONE CAP

" DRIP SLOT ONLY WHERE CAP

EXTENDS OVER NICHES. (TYPICAL)

NICHE COLUMN IDENTIFICATION ROW NUMBERS 2" HIGH

SANDBLASTED INTO CAP, CENTERED VERTICALLY AND

HORIZONTALLY ABOVE FIRST & LAST COLUMN OF EACH NICHE BANK,

EACH SIDE. FONT TO MATCH LETTERING AT EXISTING COLUMBARIUM.

PROVIDE PROOFS FOR ON SITE VERIFICATION

" Ø X 7" TYPE 304 STAINLESS STEEL

ANCHOR BOLTS, WASHERS &

EXPANSION SHIELDS; PROVIDE

MINIMUM 4 EACH & ASSEMBLY PER

COLUMBARIUM UNIT; FIELD INSTALL

(DRILL, COUNTERSINK, SET & FILL

WITH NON SHRINK GROUT)

" EXPANSION JOINT TYPICAL EACH SIDE. PROVIDE

BACKER ROD & SEALANT TYPICAL EACH SIDE-SEE

ENLARGEMENT

COLUMBARIUM FOUNDATION-SEE S-1.1 AND S-1.2

NICHE COVER MOUNTING BRACKET

" Ø HOLE CAST-IN-PLACE, VERTICAL &

PLUMB (TYP.)

PRECAST CONCRETE COLUMBARIUM UNIT:

TYPICAL UNIT SHALL BE 12 COLUMNS WIDE X 4

NICHES HIGH

SIDE SECTION

4" DECORATIVE GROUND FACE

CMU VENEER

FINISH

GRADE

PRECAST CONCRETE COLUMBARIUM

NICHE BANK TYPICAL; (STEEL

REINFORCING IS NOT SHOWN FOR

CLARITY); CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS FOR APPROVAL

STEEL REINFORCED

GROUTED DECORATIVE

GROUND FACE CMU

COLUMN

FRONT ELEVATION CENTER

MARBLE

NICHE

COVERS.

CONTRACTOR

SHALL INSTALL

THE GOV.

PROVIDED

NICHE COVERS.

" EXPANSION JOINT WITH BACKER

ROD AND SEALANT. SEE

ENLARGEMENT, TYPICAL EACH

SIDE. PROVIDE WEEP VENT AT

BASE OF VERTICAL JOINT (TYP.)

FINISH

GRADE

TF ELEV 25.50

" MORTAR BED BETWEEN NICHE UNITS AND

STONE CAP

WEEP

VENT,

EACH

SIDE

BACKER ROD AND SEALANT

WELD PLATE BETWEEN

SINGLE SIDED UNITS

PROVIDE SEALANT AT JUNCTION

BETWEEN COLUMBARIUM UNITS

AIR SPACEAIR SPACE

PLAN SECTION

CAP JOINT ALIGNED WITH CENTER OF

NICHE WEB (TYP.)

PROVIDE WEEP VENT AT BASE OF

VERTICAL JOINT (TYP.)

PRECAST CONCRTE

NICHE UNIT

BACKER ROD

SEALANT

CMU END

COLUMN

BACKER ROD AND

EXPANSION JOINT

ENLARGEMENT

2 1/4"

DOUBLE-SIDED

COLUMBARIUM WALL SECTION

PLAN

4" WELD STUDS

JOINT BETWEEN PRE-CAST UNITS

3"X12"X1/4" S.S. WELD PLATE CAST INTO PRE-CAST UNIT

(1) 3"X9"X1/4"TOP S.S. WELD PLATE

TOP OF NICHE UNIT, TYP.

NOTES:

1. PROVIDE ONE WELD PLATE AT CENTER OF UNITS AND ONE AT EACH END.

2. PROVIDE SHOP DRAWINGS

3. AT ENDS OF UNITS, TOP WELD PLATE SHALL BE 3"X5" X

" THK; BOTTOM WELD PLATES SHALL BE 3"X6"X

" THK.

BACK TO BACK SINGLE-SIDED UNITS

JOINT BETWEEN PRE-CAST UNITS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L C

O L U

M B

A R

I U

M d

AE #14641

CHC JF

COLUMBARIUM - DETAILS

SCALE:

PRECAST CONCRETE COLUMBARIUM NICHE BANK

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

SCALE:

WELD PLATE ENLARGEMENT

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

0 1/2' 1' 2'

0 3" 6" 9"

NOTES:

1. ELEVATIONS SHOWN IN THIS DETAIL

ARE FOR EXAMPLE PURPOSES ONLY.

TAKEN FROM DETAIL USED IN 2016

PROJECT AT THE SITE.

BD-L-4.3

11 1/4"

" DIA. PRE-DRILLED HOLE TO

ACCEPT BOLTS AND

ROSETTES. (4) TYP.

VERIFY PRIOR TO

INSTALLATION.

1 1/4"

(4) TYP.

" THICK BLANK MARBLE

NICHE COVER PLATE. FOR

MOUNTING, ATTACHMENT,

BOLT AND ROSETTE

DETAILS, SEE

NOTE:

MARBLE NICHE COVER PLATES

SHALL BE GOVERNMENT PROVIDED

AND CONTRACTOR INSTALLED.

5 6 3

3/4" SLOTS

5/16" X

1 1/2"

SIDE VIEW

7/8"

(2) SLOTS

FRONT VIEW

STEEL ANGLE W/

1/16" THICK

STAMPED STAINLESS

STAINLESS STEEL THREADED

SPRING-CLIP TO RECEIVE

ROSETTE

BOLT

1/4"

PLAN VIEW

1 1/4"

3/4"

1/4" DIA. HOLE CAST-IN-PLACE

1/4" DIA. HOLE CAST-IN-PLACE (TYP)

ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL HAVE A SMOOTH

GROUT CLEANED FINISH

MOUNTING BRACKET (TYP)

PLASTIC SHIMS (TYP)

TYP. CONDITION AT

INTERMEDIATE SHELVES OF

PRECAST UNIT

TYP. CONDITION AT TOP &

BOTTOM OF PRECAST UNIT

1/4" X 3" S.S. THREADED ROD, LOCK

WASHER & HEX NUT (TYP)

1/4" X 1 3/4" S.S. EXPANSION

BOLT, LOCK WASHER & HEX NUT

(TYP)

T Y

TYP.

NICHE COVER W/ PRE-DRILLED 3/8"

DIA. HOLES TO ACCEPT ROSETTE

& BOLT,

ROSETTE & SPANNER HEAD

BOLT (TYP) WITH NEOPRENE

WASHER

8" DECORATIVE GROUND

FACE CMU, TYPICAL

7/8" DEEP RECESS TO PROVIDE 3/8" OVERHANG OVER

FACE OF PRECAST COLUMBARIUM UNIT NICHE WEB

3/8"

FACE OF LIMESTONE CAP TO BE

FLUSH WITH FACE OF CMU

" MORTAR JOINT W/

SEALANT BETWEEN CMU

AND CAP

" EASED EDGE ON ALL

EXPOSED EDGES (TYPICAL)

RIDGE OF CAP

40 MIL EDPM FLASHING MEMBRANE OVER

PRECAST CONCRETE COLUMBARIUM NICHE

BANKS. HOLD MEMBRANE BACK

" FROM FACE

OF COLUMBARIUM NICHE BANK AND TURN

DOWN OVER CMU AT ENDS.

"± MORTAR BED

" EXPANSION JOINT

WITH BACKER ROD AND

SEALANT BETWEEN

STONE MASONRY

VENEER AND PRECAST

COLUMBARIUM UNIT

PRECAST

COLUMBARIUM

NICHE UNIT

NOTE:

1. PROVIDE SHOP DRAWINGS

2. APPLY CEMENTITIOUS DAMPPROOFING TO ALL UNEXPOSED SURFACES OF

LIMESTONE COPING TO AVOID ALKALI STAINING

" JOINT WITH BACKER

ROD AND SEALANT

5'-4"

2'-8" 2'-8"

" DRIP SLOT

COLUMBARIUM CAP AT PRECAST UNITS

7/8"7/8"

9 1/2"

SECTION

8 1/4" 3'-9" WIDTH OF RECESS

2" TO CENTERLINE OF DRIP

9 1/2"

" DEEP RECESS TO RECEIVE

PRECAST COLUMBARIUM UNIT

LIMESTONE CAP

NOTE:

1. PROVIDE SHOP

DRAWINGS

2. APPLY CEMENTITIOUS

DAMPPROOFING TO ALL

UNEXPOSED SURFACES

OF LIMESTONE COPING

TO AVOID ALKALI

STAINING.

5'-4"

2'-8" 2'-8"

COLUMBARIUM CAP AT PIERS

" EASED EDGE ON ALL

EXPOSED EDGES

5'-4"

2'-8" 2'-8"

PLAN - COLUMBARIUM CAP

HIP ROOF

" JOINT WITH BACKER ROD

AND SEALANT

RIDGE LINE

STONE CAP

FRONT ELEV.

D I A

#316 STAINLESS STEEL ROSETTE (VA

STANDARD); LUSTER FINISH; .100"

THICKNESS; DIE STAMPED; PROVIDE

PRODUCT LITERATURE & SAMPLE

FOR APPROVAL.

3/16"Ø X 1 3/4" LENGTH

STAINLESS STEEL TAMPER-

PROOF SPANNER HEAD BOLT

SECTION

0.218" CENTER HOLE, CONCENTRIC TO

OUTER EDGE, W/ A SHOULDER RECESS

OF 0.400"Ø & 0.035" DEPTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F i t h

BRIDGING DOCUMENTS

PHASE II DEVELOPMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering, Mechanical Engineering:

JACKSONVILLE

NATIONAL CEMETERY

JACKSONVILLE NATIONAL CEMETERY

4083 LANNIE ROAD JACKSONVILLE, FL 32218

928CM2003

Project Director

December 15, 2017Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 William Zavatkay

Irrigation:

EC Design Group 400 5th St.

West Des Moines, IA 50265 (525)-255-6365 Erik Christiansen

Cost Estimating:

CPMI, Inc.

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager y v a o c s e r v i c e s j a c k s o n v i l l e n c

L A

C l e s

H E

E T

S L C

O L U

M B

A R

I U

M d

AE #14641

CHC JF

COLUMBARIUM - DETAILS

SCALE:

ROSETTES

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

SCALE:

NICHE COVER ATTACHMENT

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

SCALE:

MARBLE NICHE COVER PLATE

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

SCALE:

LIMESTONE CAP - LONGITUDINAL SECTION

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

SCALE:

COLUMBARIUM CAP

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

SCALE:

MOUNTING BRACKET

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

0 3" 6" 9"

0 1/2' 1' 2' 0 1/2' 1' 2' 0 1/2' 1' 2'

0 1/2' 1' 1-1/2'

BD-L-4.4

File details come from the government source that posted it.