VA101-17-R-0351-00005006.pdf

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

S

H E

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L A

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B L Y d w g

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AE #14641

CHC JF

FLAG ASSEMBLY - LAYOUT

SCALE:

SITE PLAN ENLARGEMENT - FLAG ASSEMBLY

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

LEGEND

REPLACE EXISTING CONCRETE PAVEMENT

WITH NEW HEAVY DUTY CONCRETE.

HEAVY DUTY CONCRETE PAVEMENT

ARTIFICIAL TURF

NOTES: ARTIFICIAL TURF

1. REMOVE AND REPLACE SOD AS REFERENCED ON THIS

SHEET WITH ARTIFICIAL TURF.

2. RESTORE DAMAGE FROM CONCRETE WALK, ARTIFICIAL

TURF AND UNDERDRAINAGE INSTALLATION IN KIND.

3. ARTIFICIAL TURF SHALL RECEIVE COMPLETE

UNDERDRAINAGE SYSTEM TYING INTO EXISTING STORM

SEWER.

4. ARTIFICIAL TURF SHALL BE INSTALLED PER

MANUFACTURERS RECOMMENDATIONS.

5. BASIS OF DESIGN SHALL BE AS IDENTIFIED BELOW OR AS

APPROVED EQUAL.

A. TURF SHALL HAVE FOLLOWING CHARACTERISTICS:

SYNFESCUE: PLATINUM 351.

WARRANTY: 15 YEAR.

FACE WEIGHT: 78 OUNCES.

TOTAL WEIGHT: 106 OUNCES

YARN TYPE: GRASS ZONE

POLYETHYLENE WITH

HEATBLOCK™ TECHNOLOGY.

THATCH ZONE:

TEXTURIZED

POLYPROPYLENE

COLOR: GRASS ZONE:

FIELD GREEN LIME

THATCH ZONE:

TAN/TURF GREEN

PILE HEIGHT: GRASS ZONE: 2"

THATCH ZONE: 1.75" +/-15%

ROLL WIDTH: 15 FEET. (ALL PANELS SHALL

BE LAID IN THE SAME

DIRECTION, PERPENDICULAR

OR PARALLEL TO THE FLAG

ASSEMBLY ACCESS WALK)

DRAIN RATE: > 30 INCHES PER HOUR.

SILICA SAND BALLAST ONLY.

6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH

CEMETERY STAFF

EXTEND HEAVY DUTY

CONCRETE WALK TO

FACE OF RETAINING

WALL

ARTIFICIAL

TURF

ARTIFICIAL

TURF

ARTIFICIAL

TURF

ARTIFICIAL

TURF

ARTIFICIAL

TURF

ARTIFICIAL

TURF

REMOVE EXISTING CONCRETE

AND REPLACE WITH NEW HEAVY

DUTY CONCRETE. SAW CUT AT

EXISTING CONTROL JOINT. NEW

JOINT PATTERN SHALL MATCH

EXISTING PANEL LAYOUT.

REMOVE EXISTING SOD

AND REPLACE WITH

ARTIFICIAL TURF

N

0 100' 200'

BD-L-5.0

6' -0

IR

R

IG

A

TI

O N

A

IS

LE

1"

1" 1"

8'-0" TYP.

3' T

Y P

GRID LINE AS SHOWN ON PLANS, 3' X

7'-8" BURIAL PLOT AREA TYP.

EQEQ

PRE-CAST CONC. LAWN CRYPT

(TYP)

6'3'

EQEQ

G R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

SUBBASE & SUBGRADE ARE SAME

SLOPE AS FINISHED GRADE

6" DEPTH AMENDED TOPSOIL

AREA BETWEEN CRYPTS SHALL

BE FILLED WITH ROUNDED PEA

GRAVEL STONE TO BOTTOM OF

LID

2" DEPTH SAND

NON-WOVEN GEOTEXTILE (MIRAFI 140N OR

APPROVED EQUIVALENT) OVERLAP AT SEAMS 6"

APPROVED COMPACTED FREE

DRAINING SOIL

COMPACTED GENERAL FILL 95%

STD. PROCTOR

6" MIN. COMPACTED DRAINAGE

COURSE (FDOT #57 STONE)

PERIMETER LAWN

CRYPT

STANDARD LAWN

CRYPT

PERIMETER LAWN

CRYPT

FINISH GRADE (FG)G

R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

G R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

G R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

CRYPT SUBGRADE (SG)

SUBBASE & SUBGRADE ARE SAME

SLOPE AS FINISHED GRADE

7' -2

" M

IN

6' -8

" M

IN

8'-0" O.C. (TYP. GRAVE PLOT)

AREA BETWEEN CRYPTS SHALL BE

FILLED WITH ROUNDED PEA GRAVEL

BOTTOM OF LID

2.00% GRADE MIN. (SEE

GRADING PLANS)

TYP. LAWN CRYPT CENTERED, IN BOTH

DIRECTIONS, BETWEEN GRIDLINES

(MEASURED AT TOP OF CRYPT)

G R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

NON-WOVEN GEOTEXTILE (MIRAFI 140N OR APPROVED

EQUIVALENT) UNDER GRAVEL, OVERLAP AT SEAMS 6"

REFER TO SPECIFICATIONS REGARDING

ALLOWABLE TOLERANCES DURING CRYPT

PLACEMENT

G R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

FINISHED GRADE (FINAL CONTOUR)

EXISTING TOP SOIL TO BE STRIPPED & SUBGRADE PROOFROLLED - PLACE

ADDITIONAL COMPACTED ENGINEERED FILL IF NEEDED TO MEET SUBGRADE

ELEVATION

SUBGRADE ELEVATION (SG)

"M

IN

"M

A X

4'

-1 0"

APPROVED COMPACTED FREE

DRAINING SOIL

6" DEPTH AMENDED TOPSOIL

NOTE:

DISTANCE BETWEEN FINISH

GRADE AND BOTTOM OF CRYPT IS

BASED ON A CRYPT WITH

OUTSIDE DIMENSIONS OF 7'-6" (L)

X 2'-10" (W) X 5' - 0" (H);

3" DEPTH SAND

6" MIN. COMPACTED DRAINAGE

COURSE (FDOT #57 STONE)

COMPACTED SUBGRADE

G R

ID

LI

N E

A S

S H

O W

N O

N P

LA

N

S

INNER SHELF

7'-6"

1'-6"

4"

4"

2' -1

0"

1'-6"

4"

7'-6"

4"THICK CONC. LID 31 2"

1 2"

7'-6"

" M

A X

25" MIN.

CLEAR

HEIGHT

25" MIN.

CLEAR

HEIGHT

86" MIN.

4" DIA. DRAIN HOLES (3 PLACES)

4" RAISED

CASKET REST

CRYPT LID

TOP - LID

SIDE - LID

4" 21

4"2'-51 2"

2'-10"

2'-10"

5' M

A X

CASKET REST

4" DIA. DRAIN HOLES (3

PLACES)

25" MIN.

CLEAR

HEIGHT

25" MIN.

CLEAR

HEIGHT

30" MIN.

3"

4" 3 4"

CRYPT LID

LIFTING HANDLES

LID - SECTION

6" M

IN

GEOTEXTILE

FABRIC-WRAP TRENCH

ALL SIDES, OVERLAP

FABRIC 6" AT SEAMS

2% SLOPE

" M

IN

CRYPT

CRYPT

6" M

IN

3"

4" UNDERDRAIN

GEOTEXTILE FABRIC

COMPACTED DRAINAGE

COURSE (FDOT #57)

COMPACTED GENERAL FILL

APPROVED COMPACTED

FREE DRAINING SOIL

AMENDED TOPSOIL

4"

" M

IN

12" MIN.

4"

4" UNDERDRAIN

12" MIN

SAND

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

S

H E

E T

S C

C

R Y

P T

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AE #14641

CHC JF

CRYPTS DETAILS - PREPLACED

CRYPTS

SCALE:3

DOUBLE- DEPTH CRYPT INSTALL - LONGITUDAL SECTION

3/4" = 1' (30" x 42" PAPER SIZE) SCALE:6

CONDITION AT UNDERDRAIN

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

SCALE:2

DOUBLE - DEPTH CRYPT INSTALL - TRANSVERSE SECTION

3/4" = 1' (30" x 42" PAPER SIZE)

SCALE:1

DOUBLE - DEPTH CRYPT INSTALL - PLAN VIEW

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

SCALE:4

CRYPT - LONGITUDINAL SECTION

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

CRYPT - END SECTION

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

NOTE:

1. CONTRACTOR SHALL PROVIDE MEANS AND METHODS (AS

APPROVED BY THE COR) TO VERIFY DEPTH OF COVER.

DEFICIENCIES IN DEPTH (OR EXCESS) SHALL BE REMEDIED,

TO THE SATISFACTION OF THE COR, PRIOR TO

ACCEPTANCE OF CRYPT INSTALLATION.

BD-L-6.0

3.0% PITCH MAX.

(SEE GRADING PLAN)

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING CRYPT

PLACEMENT

AREA BETWEEN CRYPTS SHALL

BE FILLED AND COMPACTED

W/APPROVED MATERIAL; PROVIDE

SUBMITTAL FOR APPROVAL (NO

SAND ALLOWED)

SIDE VIEW

6" DEPTH APPROVED TOPSOIL

COMPACTED, APPROVED

GENERAL FILL (SEE SPEC.)

PRE-CAST CONC. OVERSIZE

CRYPT

COMPACTED SUBGRADE

FILTER FABRIC BETWEEN

SUBGRADE AND DRAINAGE

STONE

7' -2

" M

IN

. T O

'-4

" M A

X

M

IN

. 1

8" M

A X

. 1 '-1

0"

5' 6"

CRYPT/MONUMENT LAYOUT GENERAL NOTE:

LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE MONUMENTS (TO BE PROVIDED BY DESIGN-BUILD A/E). REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS; PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT (SEE SPECS) PRIOR TO BACKFILL BEING

PLACED BETWEEN CRYPTS.

CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID

REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS

DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

IRRIGATION AISLE (4'-0" WIDTH):

BACKFILL WITH COMPACTED

APPROVED GENERAL FILL

GRIDLINE (4'-0" X 10'-0"

BURIAL PLOT AREA

TYP.)

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE

LAYOUT PLANS FOR

LOCATIONAL DATA

HORIZONTAL PLAN VIEW

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS

THE INSIDE CRYPT WALL (BOTH AT THE HEADSTONE END);

CONTRACTOR SHALL PAINT BOTH SETS OF THE NUMBERS ON THE

CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE

RE/COR; NUMBERS MAY BE HAND WRITTEN IF DEEMED LEGIBLE BY

RE/COR, OTHERWISE NUMBERS MUST BE STENCILED

LAWN CRYPT

CENTERED

(LOGITUDINALLY)

BETWEEN GRIDLINES

(MEASURED AT

TOP OF CRYPT);

MAX. 1/4" DEVIATION

(TYP.)

PERIMETER CRYPT, TYP.; PERIMETER CRYPTS ARE THOSE

THAT SEPARATE ALONG THEIR LONG SIDE BY MORE THAN

THREE INCHES FROM EACH OTHER OR ARE ON THE

OUTSIDE ROW; SEE PLANS FOR LOCATIONS. PERIMETER

CRYPTS ARE WIDER THAN PLOT WIDTH. BUMP OUT

EXTENDS OUTSIDE PLOT LINE AS SHOWN ON END VIEW

GRAVESITE GRID

MONUMENT

NEW IRRIGATION LINE

4" MIN. BELOW TOP OF

CRYPT LID

IRRIGATION AISLE:

BACKFILL WITH

COMPACTED APPROVED

GENERAL FILL

PERIMETER CRYPT

W/BUMPOUT

4'

G R

A V

E S

IT

E

G R

ID

LI

N E

, T Y

P

END VIEW

4'

6" DEPTH APPROVED TOPSOIL

COMPACTED APPROVED

GENERAL FILL

ALL TOP EDGES OF CRYPT LIDS TO BE CHAMPHERED OR

FILLETED, NO 90° ANGLE EDGES; MANUFACTURER TO SHOW IN

SHOP DRAWINGS

LID LIFTING LUG IN RECESS W/CAP; SEE DETAIL BELOW

PRE-CAST CONC. LAWN CRYPT

(OVERSIZE); OUTSIDE DIMENSIONS:

8'-1"L X 3'-11"W MAX.

FILTER FABRIC UNDER CRYPTS,

(TYP. BENEATH DRAINAGE STONE)

AREA BETWEEN CRYPTS SHALL BE FILLED AND

COMPACTED W/APPROVED 3/8" STONE (3/8" MAX. WITH 0%

PASSING #10, SEE SPECS.); PROVIDE SUBMITTAL FOR

APPROVAL (NO SAND ALLOWED)

7'-8" MIN.

5' -0

LIFTING LUG, TYP.

" MIN. 2

" MIN.

" MIN. 1

" MIN.

3'-11" MAX.

3'-6" MIN.

5' -0

SEE SPECS FOR

SHELF

REQUIREMENTS

LIFTING LUG, TYP.A

A'

SIDE ELEVATION SECTION A-A'

4" Ø

TAPERED

WEEP

HOLES,

TYP.

MIN.3

PER

CRYPT;

SHOW

ON

SHOP

DWGS.

SHELF EDGE

3/4" MIN.

HT.

CASKET

RISERS,

TYP. (4

PER

CRYPT

TOTAL

OR 2

BARS)

25" MIN. CLEAR HT.

FROM LOWEST PART

OF SHELF TO TOP

OF CASKET RISERS

25" MIN. CLEAR HT.

FROM HIGHEST PART

OF SHELF TO

UNDERSIDE OF LID

4" Ø WEEP

HOLE, (MIN.

3 PER

CRYPT

TOTAL)

TYP.

3/4" MIN. HT.

CASKET

RISERS,

TYP. (4 PER

CRYPT

TOTAL OR 2

BARS)

NOTE:

SIDE

STIFFINING

RIBS NOT

SHOWN

(REQUIRED

FOR

PERIMETER

CRYPTS)

COMPACTED APPROVED GENERAL FILL

PRE-CAST CONC. LAWN CRYPT

STIFFENING RIBS AS REQUIRED

FOR PERIMETER CRYPTS

COMPACTED APPROVED

DRAINAGE STONE

APPROVED GEOTEXTILE FILTER FABRIC

PERIMETER PIPE (HOLES DOWN)

SURROUNDED BY DRAINAGE STONE &

FILTER FABRIC; PIPE SIZE & SPACING AS

ENGINEERED & APPROVED BY VA

9" M

IN

4" PVC RISER, 45°

ELBOWS, & FLUSH

MOUNTED

CLEANOUT PLUG

COMPACTED

APPROVED

GENERAL FILL

45° SWEEP

ELBOWS (2)

1'MIN.

COMPACTED APPROVED

DRAINAGE STONE

PERIMETER UNDERDRAIN,

TYP.

CONC. PAD, FLUSH WITH FINISH

GRADE; CAP SHOULD BE DETECTABLE

WITH METAL DETECTOR; PROVIDE GPS

COORDINATE LOCATION.

COMPACTED APPROVED

GENERAL FILL

PRE-CAST CONC.

LAWN CRYPT

A S

R E

Q U

IR

E

D

PITCH

APPROVED SAND ABOVE CRYPTS,

2" DEPTH MIN.

6" DEPTH APPROVED

TOPSOIL

APPROVED SAND ABOVE

CRYPTS, 2" DEPTH MIN.

3" DEPTH MAX.

6" DEPTH APPROVED TOPSOIL

1' M

IN

1' M

IN

SUBBASE OF CRYPT & SUBGRADE ARE TOREFLECT FINISH GRADE WHEN SLOPE IS 3% OR

LESS

CORRUGATED HDPE PERFORATED PIPE (HOLES DOWN)

SURROUNDED BY DRAINAGE STONE & FILTER FABRIC.

APPROVED SAND ABOVE

CRYPTS, 2" DEPTH MIN.

APPROVED SAND ABOVE

CRYPTS, 2" DEPTH MIN.

2" MIN. FROM CRYPT

& 1" MIN. FROM

GRID MONUMENT

C

L PLOT

ALIGN HEAD END OF

CRYPT W/ GRIDLINE, TYP.;

MAX. DEVIATION 1/4", TYP.

NO VEHICLE OR EQUIPMENT WITH A

SINGLE AXLE LOAD OF GREATER

THAN 12,000 LBS. SHALL BE

ALLOWED ON CRYPTS

FR

O

N T

S

ID

E O

F B

U R

IA

L

S E

C

TI

O N

FRONT SIDE OF BURIAL SECTION

NOTE:

CONTRACTOR TO COORDINATE

CLEANOUT LOCATION W/

GRADING AND STORMWATER

AND DRAINAGE

4'-0" (TYP.

GRAVE/PLOT)

MEASURED

HORIZONTALLY

AT TOP OF CRYPT

MIN. DEPTH

SHALL BE 48"

G R

A V

E S

IT

E

G R

ID

LI

N E

TY

P

10'-0" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY AT TOP OF CRYPT

SHELF EDGE

CHAMFER ALL

AROUND TOP

EDGE (SEE SPEC)

NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN

12,000 LBS. SHALL BE ALLOWED ON CRYPTS (SEE SPECS)

8'-1" MIN.

8" IRRIGATION

CONTROL BOX

(ROUND) WITH

COVER

6"

FINISHED GRADE

18"x18"x6"

CONCRETE

COLLAR AT

GRADE

4" PVC

RISER

RAISED HEAD

SCREW PLUG CAP

SEE ENLARGEMENT

DRAINAGE BOARD BAFFLE

7'-8" MIN.

5' -0

LIFTING LUG, TYP.

2" MIN. 21

2" MIN.

2" MIN. 11

2" MIN.

3'-11" MAX.

3'-6" MIN.

5' -0

SEE SPECS FOR

SHELF

REQUIREMENTS

LIFTING LUG, TYP.

A

A'

SIDE ELEVATION SECTION A-A'

4" Ø TAPERED

WEEP HOLES,

TYP. MIN.3 PER

CRYPT; SHOW

ON SHOP

DWGS.

SHELF EDGE

3/4" MIN. HT.

CASKET RISERS,

TYP. (4 PER

CRYPT TOTAL OR

2 BARS)

25" MIN. CLEAR HT.

FROM LOWEST PART

OF SHELF TO TOP

OF CASKET RISERS

25" MIN. CLEAR HT.

FROM HIGHEST PART

OF SHELF TO

UNDERSIDE OF LID

4" Ø WEEP HOLE, (MIN.

3 PER CRYPT TOTAL)

TYP.

3/4" MIN. HT. CASKET

RISERS, TYP. (4 PER

CRYPT TOTAL OR 2

BARS)

NOTE:

SIDE STIFFINING

RIBS NOT SHOWN

(REQUIRED FOR

PERIMETER CRYPTS)

SHELF EDGE

CHAMFER ALL AROUND TOP EDGE

(SEE SPEC)

8'-1" MIN.

EQ. EQ.

8"Ø MIN.

11 8" M

IN

SOIL TIGHT PLASTIC

COVER TO BE SET

FLUSH W/TOP OF

CONCRETE

PRE-PLACED CRYPT

CONC. LID

DB-52 MB DOGBONE 1-1.3T

H.D.G. ANCHOR HEAD

MARK 1.3S LIFTING LUG DETAIL

OPENING IN CONC. TO BE

SLIGHTLY LARGER THAN

O.D. OF PLASTIC)

FILL BOWL

W/ PEA

GRAVEL

GOVERNMENT/CEMETERY DIRECTOR TO

CHOOSE PLASTIC COVER OR PEA GRAVEL AT TIME OF

CONSTRUCTION

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

S

H E

E T

S C

C

R Y

P T

S d

P

M

AE #14641

CHC JF

CRYPTS DETAILS - OVERSIZED

CRYPTS

BD-L-6.1

6" TOPSOIL

HEADSTONE CONTAINMENT

BOX CAP TO MATCH

URN CRYPT

PRECAST HEADSTONE

CONTAINMENT BOX: SET HEADSTONE CONTAINMENT BOX IN BED OF

LEVELING MORTAR.

GALVANIZED OR STAINLESS STEEL MECHANICAL ATTACHMENT, PROVIDE SHOP

DRAWING.

REINFORCED CONCRETE FOUNDATION

(CONTINUOUS POUR), AS ENGINEERED

FREE-DRAINING SUBBASE

(THICKNESS AS REQUIRED)

1' -8

1'

-1 0"

3' -6

NOTE: THE SLOPE OF THE CONCRETE

FOUNDATION AND FINISHED GRADE SHALL

MATCH

1'-6"

G R

A V

E S

IT

E

G R

ID

LI

N E

, T Y

P

H

E A

D S

TO

N

E C

O N

TA

IN

M E

N T

B O

X

9"

PROVIDE DRAINAGE PATHWAY BETWEEN

CONTAINMENT BOX & SUBBASE MATERIAL

1 4"

1'-10"

1'-5"

61 4"

B

B

AA

1'-9"

1'-6

" CLEAR TOP

1' -4

2"

1'-10"

10"

1' -4

" CLEAR AT BOTTOM

7" CLEAR TOP

SECTION A SECTION B

FILTER FABRIC-

LINE BOTTOM AND TURN

UP 4" ON SIDES

2" DIAMETER WEEP HOLE

PLAN VIEW

2" DIAMETER WEEP HOLE

1'-5"

CLEAR AT BOTTOM

PROVIDE HOLE(S) AS REQUIRED

TO ATTACH BOX TO FOUNDATION

USING MECHANICAL ATTACHMENT

SYSTEM (I.E. BOLT, WASHER, NUT)

'-0

4'-0"

PRECAST HEADSTONE

CONTAINMENT BOX, TYP.

IRRIGATION AISLE

4'x10' PRIVATE

VAULT SITES (TYP).

HEADSTONE

CONTAINMENT

BOX

EQ EQ

REINFORCED

CONCRETE

FOUNDATION

NOTE: THE SLOPE OF

THE CONCRETE

FOUNDATION AND

FINISHED GRADE

SHALL MATCH

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

S

H E

E T

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AE #14641

CHC JF

CRYPTS DETAILS - HEADSTONE

SUPPORT

2" THICK

DRAINAGE

BOARD

SECTION A-A

PLAN VIEW - END OF SECTION LOCATION

PRECAST CRYPT (TYP.)2" THICK

DRAINAGE

BOARD

SELECT FILL

PEA GRAVEL (TYP.)

6'

EXTEND DRAINAGE BOARD 2'

MIN. FROM END OF CRYPT

AA

~ IRRIGATION ISLE ~

BRONZE DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER

SPLIT STYLE STEM AND INTEGRAL LOCATION MAGNET;

6" DIAMETER, 48" LONG CAST IN PLACE CONCRETE MONUMENT

REINFORCED WITH 1 #6 REBAR, 42" LONG, 2" CLEAR FROM

FACE.

1" DIAMETER x 2 1/4" DEEP HOLE. SET MARKER WITH NON

METALLIC, SHRINK GROUT OR CAST-IN-PLACE.

DOMED-TOP MONUMENT MARKER SEE DETAIL.

SET FLUSH WITH FINISHED GRADE

SMOOTH

TROWEL

FINISH TOP

SURFACE,

ENSURING

POSITIVE

DRAINAGE.

NOTE:

1. CENTER POINT OF BURIAL CONTROL MONUMENT GRID

SHALL BE WITHIN 0.05 FT OF THE POINT DESIGNATED ON

THE PLANS.

2. CONCRETE SHALL BE CAST-IN-PLACE. PRECAST

CONCRETE MARKERS ARE NOT ACCEPTABLE.

FIELD STAMPED CROSS HAIRS: MAX. LENGTH 3/4", MIN. LENGTH

1/2". CROSS HAIRS SHALL BE LOCATED WITHIN ENGRAVED

CIRCLE. ALIGN CROSS HAIRS WITH GRAVESITE GRID LINES.

ENGRAVED 1" DIA. CIRCLE CENTERED IN MONUMENT MARKER

4" DIA. PLACEMENT CIRCLE CENTERED

ON CONCRETE MONUMENT

BRONZE DOMED-TOP MONUMENT MARKER

LOCATED WITHIN 4" DIA. PLACEMENT CIRCLE

SLOPE CONCRETE AWAY FROM

CENTER OF CONCRETE BURIAL

MONUMENT

PLAN VIEW

REQUIRED 3/16" HIGH TEXT ENGRAVED ON CAP

15 8" M

AX

TO

T

OP

O F

DO

ME

BD-L-6.2

SIDE VIEW

CORRUGATED HDPE PERFORATED PIPE

(HOLES DOWN) SURROUNDED BY DRAINAGE

STONE & FILTER FABRIC.

COMPACTED, APPROVED

GENERAL FILL

PRE-CAST CONCRETE

URN CRYPT (4 PLOTS);

OUTSIDE DIMENSIONS:

7'-10"L X 7'-10"W

COMPACTED SUBGRADE

FILTER FABRIC BETWEEN

SUBGRADE AND DRAINAGE

STONE

2"

TYP.

4' -0

"M

IN

T O

'-2

"M A

X

1' -8

"M A

X

1' -6

"M

IN

2'

-0

6"

CRYPT/MONUMENT LAYOUT GENERAL NOTE:

LAYOUT OF URN CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE MONUMENTS PROVIDED; REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD

DRAWINGS.

CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID

REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS

DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL;

CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY

THE RE/COR) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR

EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE RE/COR)

PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

HORIZONTAL PLAN VIEW

GRAVESITE

GRID

MONUMENT;

REFER TO

GRAVESITE

LAYOUT

PLANS FOR

LOCATIONAL

DATA

7' -1

0" T

Y P

GRAVESITE GRID

MONUMENT

NEW IRRIGATION LINE 4"

MIN. BELOW TOP OF

CRYPT LID

IRRIGATION AISLE:

BACKFILL WITH

COMPACTED APPROVED

GENERAL FILL

PROVIDE STIFFENING

RIBS AS REQUIRED FOR

SIDE OF CRYPT FACING

AISLES & PERIMETER OF

CRYPT FIELD; PROVIDE

SHOP DRAWINGS &

CALCULATIONS

4'

G R

A V

E S

IT

E

G R

ID

LI

N E

, T Y

P

END VIEW

4'-0" (TYP.

GRAVE/PLOT)

MEASURED AT

TOP OF CRYPT

6" DEPTH APPROVED TOPSOIL

COMPACTED APPROVED GENERAL FILL

ALL TOP EDGES OF CRYPT LIDS TO BE

CHAMFERED OR FILLETED, NO 90°

ANGLE EDGES; MANUFACTURER TO

SHOW IN SHOP DRAWINGS

LID LIFTING LUG IN

RECESS W/CAP

PRE-CAST CONC. URN CRYPT

(4 PLOTS); OUTSIDE DIMENSIONS: 7'-10"L X

7'-10"W

FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP.

BENEATH DRAINAGE STONE)

AREA BETWEEN CRYPTS SHALL BE FILLED AND

COMPACTED W/APPROVED 3/8" STONE

(3/8" MAX. WITH 0% PASSING #10,

SEE SPECS); PROVIDE SUBMITTAL FOR APPROVAL

(NO SAND ALLOWED)

(1) 4" DRAIN HOLE PER VAULT

IRRIGATION AISLE (4'-0"

WIDTH): BACKFILL WITH

COMPACTED

APPROVED GENERAL

FILL

GRIDLINES

(4'-0" X 4'-0"

BURIAL PLOT

AREA TYP.)

7'-10" TYP.

EQEQ

E Q

E Q

BLACK NUMBERS (FACING

THE FRONT OF THE BURIAL

SECTION) ON OUTSIDE OF

CRYPT, LIDS AND THE INSIDE

CRYPT WALL OR BOTTOM

(WHERE VISIBLE WHEN

HATCH IS OPEN);

CONTRACTOR SHALL PAINT

ALL SETS OF THE NUMBERS

ON THE CRYPT AFTER IT IS

SET, INSPECTED AND

APPROVED BY THE RE/COR;

NUMBERS MAY BE HAND

WRITTEN IF DEEMED LEGIBLE

BY RE/COR, OTHERWISE

NUMBERS MUST BE

STENCILED (SEE

SPECIFICATIONS)

2" MIN. FROM CRYPT

& 1" MIN. FROM

GRID MONUMENT

COMPACTED APPROVED

GENERAL FILL

PRE-CAST CONC.

URN CRYPT

COMPACTED APPROVED

DRAINAGE STONE

APPROVED GEOTEXTILE

FILTER FABRIC

PERIMETER PIPE (HOLES

DOWN) SURROUNDED BY

DRAINAGE STONE &

FILTER FABRIC; PIPE SIZE

& SPACING AS

ENGINEERED & APPROVED

BY VA

9" M

IN

4" PVC RISER, 45°

ELBOWS, & FLUSH

MOUNTED

CLEANOUT PLUG

45° SWEEP

ELBOWS (2)

1'MIN.

COMPACTED APPROVED

DRAINAGE STONE

PERIMETER UNDERDRAIN,

TYP.

CONC. PAD, FLUSH WITH FINISH GRADE;

CAP SHOULD BE DETECTABLE WITH

METAL DETECTOR; PROVIDE GPS

COORDINATE LOCATION.

COMPACTED APPROVED

GENERAL FILL

PRE-CAST CONC. URN CRYPT

A S

R E

Q U

IR

E

D

PITCH

ANNOTATIVE

SCALE:

6"=1'-0"

6" DEPTH APPROVED

TOPSOIL

6" DEPTH APPROVED

TOPSOIL

1' -0

1 16

M

IN

1' M

IN

APPROVED SAND ABOVE

CRYPT, 2" DEPTH

APPROVED SAND ABOVE

CRYPT, 2" DEPTH

APPROVED SAND ABOVE

CRYPT, 2" DEPTH

APPROVED SAND ABOVE CRYPT, 2" DEPTH

NOTE:

CONTRACTOR TO COORDINATE

CLEANOUT LOCATION

W/GRADING, STORMWATER &

DRAINAGE

MIN. DEPTH SHALL

BE 48"

REFER TO SPECIFICATIONS REGARDING

ALLOWABLE TOLERANCES DURING CRYPT

PLACEMENT

CENTERED (IN BOTH DIRECTIONS) BETWEEN

GRIDLINES (MEASURED AT TOP OF CRYPT)

EQ.EQ.

SLOPE OF SUBGRADE &

DRAINAGE STONE TO

REFLECT SLOPE OF

FINISHED GRADE

AREA BETWEEN CRYPTS SHALL BE

FILLED AND COMPACTED W/APPROVED

3/8" STONE

(3/8" MAX. WITH 0% PASSING #10);

PROVIDE SUBMITTAL FOR APPROVAL (NO

SAND ALLOWED)

(SEE GRADING PLAN)

FOR SLOPE

NOTE:

CONTRACTOR TO COORDINATE

CLEANOUT LOCATION

W/GRADING, STORMWATER &

DRAINAGE

NOTE:

CONTRACTOR TO COORDINATE

CLEANOUT LOCATION

W/GRADING, STORMWATER &

DRAINAGE

G R

A V

E S

IT

E

G R

ID

LI

N E

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P

6" DEPTH APPROVED TOPSOIL

HEADSTONE INSTALLED BY NCA AT

TIME OF INURNMENT

(FOR REF. ONLY)

FR

O

N T O

F S E

C

TIO

N

1 2

2"

3'-7

" TYP. 1'-2

1'-4"10"

6½"

4"

7 8

7'-9

NOTES:

1. URN VAULT SECTIONS (4 VAULTS PER SECTION) SHALL BE CENTERED WITHIN

4 PLOTS AS INDICATED

2. HEADSTONE CONTAINMENT STRUCTURE TO BE MONOLITHICALLY POURED

WITH URN VAULT LID

3. HEADSTONE CONTAINMENT STRUCTURE TO HAVE A REMOVABLE CAP OR

PLUG TO PREVENT ANY BACKFILL FROM ENTERING THE CAVITY DURING

BACKFILL AND COVERING

4. WITH EXCEPTION OF DIMENSIONS AS DETAILED, URN VAULTS ARE TO ADHERE

TO ALL REQUIREMENTS TO INCLUDE CONCRETE PLANT CERTIFICATIONS,

SUBMITTALS WITH VAULT STRUCTURAL CALCULATIONS, ON SITE LOAD

TESTING; AND ALL OTHER REQUIREMENTS AS SPECIFIED IN SECTION 03 48 22

PRECAST CONCRETE URN VAULTS. STRUCTURAL CALCS & REINFORCING

SHALL BE ADEQUATE FOR ALL APPLICABLE LOADS INCLUDING FROST ACTION

ISSUES IF APPLICABLE.

5. (4) 1 TON SWIFT LIFTS FOR EACH LID FOR PLACEMENT

6. PROVIDE EXTRA LIFTERS FOR PRODUCTION HANDLING AS NEEDED

7. (1) SWIFT LIFT CENTERED IN TOP OF EACH REMOVABLE HATCH

HEADSTONE

CONTAINMENT BOX

COVER/CAP

4" MAX. THICKNESS

ABOVE BOX RIM)

FRAMING BELOW

SIDE VIEW

END VIEW

5" 2"

2"

7'-10"

5"

3'-6

" TYP.

T

Y P

4" 1'-5" CLR

1'-6

1'-9"

7 8

1'-2

1'-4"

2"

G R

A V

E S

I T

E

G R

I D

L I N

E

T Y

P

FILTER FABRIC LINING,

TURN UP 4" ON SIDES, TYP.

HEADSTONE CONTAINMENT

WEEPHOLE

CONTAINMENT BOX

CAP

LID (REMOVEABLE TOP OF URN CRYPT WITH

REMOVABLE HATCH & CAST HEADSTONE

CONTAINMENT BOX)

REMOVABLE HATCH

4"Ø WEEP HOLE (1

PER PLOT); SHOW

ON SHOP DWGS.

℄ R E

M O

V A

B L

E

H A

T C

H

PRESSURE TREATED

WOOD AND PLYWOOD

WITH S.S. SCREWS

7'-10"

2"

SOIL TIGHT

PLASTIC COVER

TO BE SET FLUSH

W/TOP OF

CONCRETE

PRE-PLACED

CRYPT CONC.

LID

DB-52 MB

DOGBONE 1-1.3T

H.D.G. ANCHOR

HEAD MARK 1.3S

LIFTING LUG DETAIL

OPENING IN

CONC. TO BE

SLIGHTLY

LARGER THAN

O.D. OF PLASTIC)

FILL BOWL

W/ PEA GRAVEL

GOVERNMENT/CEMETERY DIRECTOR TO

CHOOSE PLASTIC COVER OR PEA GRAVEL AT

TIME OF CONSTRUCTION

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

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AE #14641

CHC JF

CRYPTS DETAILS - URN VAULTS

BD-L-6.4

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

S

H E

E T

S C

C

I V

I L

D

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A I L S d

P

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AE #14641

CHC JF

CIVIL - CONCEPTUAL STREET

LAYOUT

SCALE:1

CONCEPTUAL STREET LAYOUT

1" = 60' (30" x 42" PAPER SIZE)

BD-L-7.0

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

LEGEND

SECTION

EXISTING CURB

AND GUTTER

EXISTING COMPACTED SUBGRADE -

REPAIR/ RECOMPACT

EXISTING 2" THICK ASPHALTIC CONCRETE

TYPE S-3

- REMOVE AND REPLACE

EXISTING COMPACTED LIMEROCK BASE

MINIMUM L.B.R. 75 - REPAIR/ RECOMPACT

PRIME

COAT

6" 1'

NOTES:

1. PAVEMENT RESTORATION SEQUENCE:

1.1. SAWCUT EDGES NEATLY AT EXTENT OF AREA TO BE REPLACED.

1.2. REMOVE EXISTING ASPHALT

1.3. REPLACE, REPAIR, AND RECOMPACT LIMEROCK BASE AND SUBGRADE

AS NEEDED TO PROVIDE SUPPORT FOR NEW PAVING

1.4. PLACE NEW ASPHALTIC CONCRETE TO FULL THICKNESS INDICATED

1.5. PROVIDE PRIME COAT AND TACK COAT AS REQUIRED

1.6. SEE SPECIFICATIONS

5" 6"

#4 X 12" STEEL SLIP DOWEL; 18" O.C. GREASE AND CAP ONE END

" M

A X

6"

M

IN

EXPANSION JOINT FILLER

PLAN

8"2"

SAWN CONTROL JOINT - 1" DEEP, 14" WIDE

CONTROL JOINT

SLIP DOWEL

EXPANSION JOINT

3/16" RAD. TYP. ALONG SLAB EDGES

EXP. JOINT W/ BACKER ROD AND JOINT SEALANT

MED. BROOM FINISH - PERPENDICULAR TO DIRECTION OF TRAVEL

CONCRETE PAVING - 3,500 PSI

COMPACTED SUBGRADE

NOTES:

1. SEE PLANS FOR JOINT LOCATIONS

2. SAW CUTTING OF JOINTS TO BE TIMED TO

OCCUR BEFORE INITIAL SHRINKAGE OF

CONCRETE.

3. USE ISOLATION JOINTS AT ALL STRUCTURES

AND FIXED OBJECTS SUCH AS INLETS.

ISOLATION JOINTS ARE EXPANSION JOINTS

WITHOUT SLIP DOWELS.

4. PROVIDE DOWELED EXPANSION JOINT

BETWEEN NEW AND OLD PAVING.

WWF- 6 X 6 - W 2.9 X W 2.9 FLAT SHEETS ONLY - SET ON CHAIRS,

NO "HOOKING"

SECTION

STABILIZED SUBGRADE MINIMUM L.B.R. 40, MAXIMUM

PLASTIC INDEX OF 6, COMPACTED TO 98% MAXIMUM

DENSITY (AASHTO T-180)

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

SECTION

CROSS SLOPE OR CROWN

2% MIN - SEE PLANS

6"

FDOT #57 COARSE AGGREGATE

6"

TOPSOIL

3'

EXISTING PAVEMENT

EXISTING RIBBON CURB

CONCRETE

PAVEMENT

1" THICK SAND SETTING BED

UNIT PAVERS

NOTES:

1. PROVIDE 1" DEEP X

4" WIDE SAWN CONTROL JOINTS THROUGH CONCRETE SLAB SUPPORT FOR

PAVERS AT 5' O.C. MAXIMUM.

2. PAVERS: MATCH EXISTING - TREMRON 4" X 8" "ADA PAVER" CONCRETE UNIT PAVERS, RUNNING

BOND PATTERN, CHARCOAL COLOR, OR APPROVED EQUAL

3. PROVIDE ALUMINUM EDGE RESTRAINT WHERE INDICATED - PERMALOC "STRUCTUREDGE"

16" THK X

2-1/4" HT EDGING OR APPROVED EQUAL. EXTEND CONC. BASE 3" BEYOND END OF PAVERS TO

ACCOMMODATE EDGE RESTRAINT ATTACHMENT. ATTACH TO CONCRETE PER EDGING MANUF.

INSTRUCTIONS.

SECTION

2" EXPANSION JOINT -

SEALANT COLOR TO

MATCH PAVERS

5"

83 8"

5"

2" EXPANSION JOINT - SEALANT

COLOR TO MATCH PAVERS

#4 X 12" STEEL SLIP DOWELS;

18" O.C. GREASE AND CAP ONE

END

THICKEN EDGE OF

PAVEMENT

GEOTEXTILE FABRIC

2" DIA. WEEP HOLES @ 20' O.C. - FILL

WITH

4" DIA. CLEAN WASHED PEA

GRAVEL (NO FINES)

HAND TIGHT, SAND SWEPT

JOINTS

1'-6"

9"

7"

6"

R4

R 8"

10"

SECTION

ROAD

PAVEMENT

R 12 "

NOTES:

1. NEW CURBS TO MATCH

EXISTING -FIELD VERIFY

DIMENSIONS.

2. PROVIDE CONTROL

JOINTS AT 12'-0" O.C.

4,000 PSI CAST IN PLACE

CONCRETE

#5 REBAR, DISCONTINUE AT

CONTROL JOINTS

#5 REBAR, DISCONTINUE AT

CONTROL JOINTS

1'-6"

1' -0

5"

7"

3/

8" 7"

R

R1/2"

R1"

FACE OF CURB

SLOPE SAME

AS PAVEMENT

SECTION

ROAD

PAVEMENT

NOTES:

1. NEW CURBS TO MATCH

EXISTING -FIELD VERIFY

DIMENSIONS.

2. PROVIDE CONTROL

JOINTS AT 12'-0" O.C.

#5 REBAR, DISCONTINUE AT

CONTROL JOINTS

(2) #5 REBAR, DISCONTINUE AT CONTROL

JOINTS

4,000 PSI CONCRETE

SECTION

1'

71 2"

R 1 2 "

12" COMPACTED SUBGRADE 98%

MODIFIED PROCTOR LBR 40

4,000 PSI CONCRETE RIBBON CURB

SLOPE

6"

PAVEMENT

2" EXP. JT WITH BACKER ROD AND SEALANT

PROVIDE THICKENED

EDGE AT CURB

SLOPE

NOTES:

1. NEW CURBS TO MATCH

EXISTING -FIELD VERIFY

DIMENSIONS.

2. PROVIDE CONTROL

JOINTS AT 12'-0" O.C.

(2) #5 REBAR, DISCONTINUE AT CONTROL JOINTS.

PLAN

RIBBON CURB

-MATCH WIDTH OF MIAMI CURB

HEIGHT OF CURB TAPERS WITH

SLOPE OF WALK (TYP.)

MIAMI CURB AND

GUTTER (TYP.)

GRAVEL ROAD

10' 7'-0"7'-0"

1'

6' -6

4.

5%

S

LO

P E

SLOPESLOPE

NOTE:

SEE SITE PLAN FOR

GRADING

CONTROL JOINT

CONCRETE PAVEMENT

GUTTER LINE

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

S

H E

E T

S C

C

I V

I L

D

E T

A I L S d

P

M

AE #14641

CHC JF

CIVIL - DETAILS

SCALE:2

ASPHALT PAVEMENT RESTORATION (TYP)

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

SCALE:1

CONCRETE PAVEMENT (TYP.)

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

SCALE:5

MIAMI CURB AND GUTTER

31" = 1' (30" x 42" PAPER SIZE) SCALE:8

CONCRETE CURB RAMP

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

SCALE:4

DETECTABLE WARNING STRIP

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

SCALE:3

GRAVEL ROAD

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

SCALE:7

RIBBON CURB

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

SCALE:6

STANDARD CURB AND GUTTER

31" = 1' (30" x 42" PAPER SIZE)

BD-L-7.1

PIC/ ADMINISTRATION BUILDING,

SEE DRAWINGS BD-A-101,

BD-A-102 AND BD-A-103

EMERGENCY GENERATOR SCREEN

WALL FOR PUMP HOUSE,

SEE DETAIL 4/BD-A-104

MAINTENANCE YARD

AND BUILDING,

SEE DRAWING BD-A-104

EMERGENCY GENERATOR

SCREEN WALL FOR PIC/

ADMINISTRATION BUILDING,

SEE DETAIL 3/BD-A-103

EMERGENCY GENERATOR SCREEN

WALL FOR MAINTENANCE BUILDING,

SEE DETAIL 3/BD-A-104

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

A

B

C

D

E

F

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

A

B

C

D

E

F

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager

AE #14641

SCALE:

ARCHITECTURAL SITE PLAN - OVERALL

1'=100'-0"A-100

BD-A-100

ARCHITECTURAL SITE PLAN -

OVERALL

BB PYC 21 OF 25

NOTES

1. THE CONTRACTOR SHALL

COORDINATE ALL WORK WITH

CEMETERY STAFF

BREAK ROOM OPERATIONS MULTIPURPOSE

WORKSTATIONS

HANDICAP

6'-0" 6'-0" 6'-0" 6'-0" 6'-0"

2'-0"

38'-0"

DIRECTOR

HVAC 1

ELEC.

HVAC 2

WOMENMEN

RECEPT.

DISPLAY AREA

JANITOR

MEN

WOMEN

ROOM

TOILET

GRAVE

HANDICAP

TOILET

SITTING

CORRIDOR

2'-0" 2'-0" 2'-0"

WOMEN

MEN

OPEN

LOBBY LOCATOR

NEW AUTOMATIC

ADA ACCESSIBLE

DOORS

NEW

CEILING

FAN

ABOVE

TRUSS

ABOVE

NEW AUTOMATIC

ADA ACCESSIBLE

DOORS

NEW AUTOMATIC

ADA ACCESSIBLE

DOORS

EXISTING

AC UNIT

EXISTING

UNDERGROUND

EQUIPMENT VAULT

EXISTING

UNDERGROUND

COLLECTOR TANK

NEW INSECT

SCREENING SYSTEM

(FRAME & SCREENNG)

REFLECTING

POOL

NEW

CEILING

FAN

ABOVE

NEW INSECT

SCREENING SYSTEM

(FRAME &

SCREENNG)

NEW INSECT

SCREENING SYSTEM

(FRAME & SCREENNG)

NEW EXIT LIGHT

ABOVE

NEW EXIT LIGHT

ABOVE

NEW EXIT LIGHT

ABOVE

OPEN

LOBBY

CLOSE GAP BETWEEN

TRUSS MEMBERS AT

BEARING POINT ABOVE

EACH PIER AT OPEN

LOBBY AREA,

SEE EXHIBIT 7.1.1

A-103

A-103

A-102

A-102

A-102

A-102

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

A

B

C

D

E

F

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

A

B

C

D

E

F

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager

AE #14641

SCALE:

FLOOR PLAN

3/16"=1'-0"A-101

PIC & ADMIN. BUILDING

- FLOOR PLAN 100

BB PYC

BD-A-101

NOTES

1. THE CONTRACTOR SHALL

A-103

EXISTING GLAZING IN

ALUMINUM STOREFRONT

SYSTEM

PROVIDE INSECT

SCREENING SYSTEM

(FRAME & SCREENING) IN

EXISTING CLERESTORY

OPENINGS,

SEE EXHIBIT 7.1.2

EXISTING DECORATIVE

GROUND FACE MASONRY

EXTERIOR WALL

EXISTING HEAVY TIMBER

TRUSS MEMBERS

EXISTING STANDING SEAM

METAL ROOF PANELS

PROVIDE INSECT SCREENING

IN EXISTING CLERESTORY

OPENINGS, SEE EXHIBIT 7.1.2

PROVIDE INSECT

SCREENING SYSTEM

(FRAME & SCREENING)

IN EXISTING OPEN

LOBBY OPENING

PROVIDE ALUMINUM ENTRANCE

DOORS WITH INSECT SCREENING

AND ADA COMPLIANT AUTOMATIC

DOOR OPENING SYSTEM

EXISTING GLAZING IN

ALUMINUM STOREFRONT

SYSTEM

A-103

EXISTING HEAVY TIMBER

TRUSS MEMBERS

SEAL PERIMETER GAPS

AROUND TRUSS

PENETRATIONS,

SEE EXHIBIT 7.2.1

EQ. EQ.

CLOSE GAP BETWEEN

TRUSS MEMBERS,

SEE EXHIBIT 7.1.1

MATCH EXISTING

STOREFRONT

DIMENSION

EXISTING GROUND FACE

MASONRY EXTERIOR WALL

PROVIDE ALUMINUM ENTRANCE

DOORS WITH INSECT SCREENING

AND ADA COMPLIANT AUTOMATIC

DOOR OPENING SYSTEM

EXISTING GLAZING IN

ALUMINUM STOREFRONT

SYSTEM

A-103

PROVIDE INSECT

SCREENING SYSTEM

(FRAME & SCREENING)

IN EXISTING OPEN

LOBBY OPENING

EXISTING STANDING SEAM

METAL ROOF PANELS

EXISTING HEAVY TIMBER

TRUSS MEMBERS

PROVIDE INSECT SCREENING

IN EXISTING CLERESTORY

OPENINGS, SEE EXHIBIT 7.1.2

SEAL PERIMETER GAPS

AROUND TRUSS

PENETRATIONS,

SEE EXHIBIT 7.2.1

CLOSE GAP BETWEEN

TRUSS MEMBERS,

SEE EXHIBIT 7.1.1

PROVIDE ALUMINUM ENTRANCE

DOORS WITH INSECT SCREENING

AND ADA COMPLIANT AUTOMATIC

DOOR OPENING SYSTEM

EXISTING GLAZING IN

ALUMINUM STOREFRONT

SYSTEM

PROVIDE INSECT

SCREENING SYSTEM

(FRAME & SCREENING) IN

EXISTING CLERESTORY

OPENINGS,

SEE EXHIBIT 7.1.2

A-103

EXISTING DECORATIVE

GROUND FACE MASONRY

EXTERIOR WALL

EXISTING HEAVY TIMBER

TRUSS MEMBERS

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

A

B

C

D

E

F

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

A

B

C

D

E

F

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager

AE #14641

SCALE:

EXTERIOR ELEVATION

3/16"=1'-0"A-102

SCALE:

EXTERIOR ELEVATION

3/16"=1'-0"A-102

SCALE:

EXTERIOR ELEVATION

3/16"=1'-0"A-102 SCALE:

EXTERIOR ELEVATION

3/16"=1'-0"A-102

PIC & ADMIN. BUILDING -

EXTERIOR ELEVATIONS 100

BB PYC

BD-A-102

NOTES

1. THE CONTRACTOR SHALL

WORKSTATIONS RECEPT. SITTINGCORRIDOR MEN

NEW FAN

NEW ADA COMPLIANT

AUTOMATIC DOORS

NEW INSECT

SCREEN

NEW ADA COMPLIANT

AUTOMATIC DOORS

PROVIDE INSECT SCREENING

IN EXISTING CLERESTORY

OPENINGS, SEE EXHIBIT 7.1.2

PROVIDE INSECT SCREENING

IN EXISTING CLERESTORY

OPENINGS, SEE EXHIBIT 7.1.2

CLEAN AND RESTAIN WOOD

TRUSSES AND ROOF DECK

THROUGHOUT OPEN LOBBY AREA,

SEE EXHIBIT 7.1.2

OPEN LOBBY

AREA

INSECT SCREENINSECT SCREEN

PROVIDE INSECT SCREENING

IN EXISTING CLERESTORY

OPENINGS, SEE EXHIBIT 7.1.2

CLEAN AND RESTAIN

WOOD TRUSSES AND

ROOF DECK

THROUGHOUT OPEN

LOBBY AREA,

SEE EXHIBIT 7.1.2

6' HIGH SCREEN

WALL TO MATCH

PIC/ ADMIN BLDG

DESIGN

EMERGENCY

GENERATOR

CONCRETE PAD

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

A

B

C

D

E

F

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

A

B

C

D

E

F

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Curt Claeys, Project Manager

AE #14641

SCALE:

BUILDING SECTION

3/16"=1'-0"A-103

SCALE:

BUILDING SECTION

3/16"=1'-0"A-103

PIC & ADMIN. BUILDING - BUILDING

SECTIONS

BB PYC

SCALE:

PIC/ ADMIN BUILDING

EMERGENCY GENERATOR SCREEN WALL PLAN

1/4"=1'-0"A-103

BD-A-103

NOTES

1. THE CONTRACTOR SHALL

MAINTENANCE BUILDING

VISITOR / STAFF PARKING

EXISTING EDGE

OF CURB

EQUIPMENT YARD

EXISTING MATERIAL

STORAGE BINSEXISTING EDGE OF CURB

EXISTING 8'-0" HIGH

VINYL-COATED

CHAIN LINK FENCE

C O

N C

R E

TE

A

S P

H A

LT

C O

N C

R E

TE

A

S P

H A

LT

10' WIDE STRIPED

EQUIPMENT PARKING

STALLS

130'-0"

'-0

NEW PRE-ENGINEERED

METAL EQUIPMENT CANOPY

NEW EMERGENCY

GENERATOR SCREEN WALL

FOR MAINTENANCE,

SEE DETAIL 3/BD-A-104

STANDING SEAM METAL ROOF

STEEL TUBE PURLIN

STEEL TUBE FRAME

STEEL TUBE COLUMN

33'-0" +

'-0

EMERGENCY

GENERATOR

CONCRETE PAD

PUMP HOUSE

EXISTING

PUMP HOUSE

6' HIGH SCREEN

WALL TO MATCH

PIC/ ADMIN BLDG

DESIGN

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

A

B

C

D

E

F

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

A

B

C

D

E

F

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

A r c h

C

A D l e s

S

H E

E T

S B

D A d

P

M

AE #14641

SCALE:

MAINTENANCE COMPLEX SITE PLAN

1"=20'-0"A-104 SCALE:

EQUIPMENT CANOPY SECTION

1/4"=1'-0"A-104

MAINTENANCE BUILDING -

SITE PLAN & SECTION 400

BB PYC

SCALE:

MAINTENANCE BUILDING EMERGENCY GENERATOR SCREEN WALL

1/4"=1'-0"A-104SCALE:

PUMP HOUSE EMERGENCY GENERATOR SCREEN WALL

1"=20'-0"A-104

BD-A-104

NOTES

1. THE CONTRACTOR SHALL