36C10F18R0581-068.pdf

SIERRA NEVADA DR.

LA

KE

BE

RR

YE

SS

A D

RIV

E

JE

PS

ON

PR

AIR

IE

DR

EX. 1

PPC

EX. 19

IGC

EX. 20

IGC

EX. 22

IGC

EX. 16

IGC

EX. 18

TG

EX. 24

IGC

EX. 5

PPC

EX. 23

PPC

EX. 25

PPC

EX. 7

IGC

EX. 2

PPC

EX. 27

PPC

EX. 28

PPC

EX. 26

PPC

EX. 8

IGC

EX. 12

PPC

EX. 11

IGC

EX. 14

IGC

EX. 4

TG

EX. 15

IGC

EX. 3

PPC

EX. 9

IGC

EX. 10

IGC

EX. 13

PPC

EX. 21

IGC

EX. 17

IGC

EX. POND

(1.2 ac.)

PUTAH

DRIVE

ROAD A

BERRYESSA

SOLANO

SUTTER BUTTE DRIVE

SOLANO

IGC

IGC

IGC

IGC

IGC

IGC

IGC

IGC

33A

PPC

PPC

PPC

PPC

PPC

PPC

33B

LAKE

DRIVE

SOLANO

DRIVE

DRIVE

SIERRA NEVADA DR.

CREEK WAY

VF

D

SO

LA

NO

D

RI

VE

SOLANO DRIVE

FOLSOM LAKE WAY

POTAH CREEK WAY

SI

ER

RA

N

EV

AD

A

DR

IV

E

SIERRA NEVADA DRIVE

DE

LT

A W

AY

CENTRAL

VALLEY

W

AY

MIDWAY ROAD MIDWAY ROAD

T

SF-601

SF-602

SF-603

SF-604

SF-605

SF-609

SF-610

SF-611

SF-608

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

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:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

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

OF

06 / 27 / 2018y:

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\L an ds ca pe A rc h\

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N 0 120' 240'

SITE FURNISHINGS LAYOUT PLAN

(BASE BID)

SCALE:1

SITE FURNISHINGS LAYOUT PLAN (BASE BID)

1" = 120' (30" x 42" PAPER SIZE)

LF102

LF101

LEGEND

NEW CEMETERY SITE FURNISHINGS.SF-###

JDL JAF

LF103

ADD ALT.

#1

SITE FURNISHINGS SCHEDULE - (BASE BID)

NOTE:

NORTHINGS & EASTINGS ARE PROVIDED FOR GENERAL LOCATION &

CONVENIENCE. ALL SITE FURNISHINGS SHALL BE FIELD LOCATED & VERIFIED

IN COORDINATION WITH THE RE.

262207

LF101

LF102

ADD ALT. #2

ADD ALT. #2

ADD ALT. #1

ID TYPE

NORTHING EASTING DETAIL DESCRIPTION

SF-601 FLOWER WATERING STATION 1912195.46 6596413.73 3 / LF501 SUTTER BUTTE DRIVE

SF-602 FLOWER WATERING STATION 1911896.78 6596555.26 3 / LF501 SUTTER BUTTE DRIVE

SF-603 FLOWER WATERING STATION 1911485.37 6595782.87 3 / LF501 SOLANO DRIVE

SF-604 FLOWER WATERING STATION 1911817.47 6595885.51 3 / LF501 LAKE BERRYESSA DRIVE

SF-605 FLOWER WATERING STATION 1912434.98 6595620.96 3 / LF501 LAKE BERRYESSA DRIVE

SF-608 FLOWER WATERING STATION 1912147.12 6595648.27 3 / LF501 LAKE BERRYESSA DRIVE

SF-609 FLOWER WATERING STATION 1913221.93 6595450.77 3 / LF501 SIERRA NAVADA DR.

SF-610 FLOWER WATERING STATION 1911355.59 6595919.14 3 / LF501 ROAD A

SF-611 FLOWER WATERING STATION 1911649.49 6596734.31 3 / LF501 SOLANO DRIVE

GENERAL SITE FURNISHINGS NOTES:

1. ALL SITE FURNISHINGS SHALL BE LOCATED IN FIELD AS IDENTIFIED BY THE SCHEDULE ABOVE. FINAL APPROVAL SHALL BE ACQUIRED FROM

RE PRIOR TO FINAL PLACEMENT.

IGC

IGC

COLUMBARIUM

SF-505

SF-506

SF-507

SF-508

SF-509

SF-510

SF-511

SF-512

SF-513

SF-514

SF-515

SF-516

SF-517

SF-518

SF-519

SF-520

SF-521

SF-522

SF-523

SF-524

SF-525

SF-526

SF-527

SF-528

SF-529

SF-530

SF-531

SF-534

SF-535

SF-538

SF-539

SF-542

SF-543

SF-606

SF-607

SF-801

SF-802

SF-501

SF-502

SF-503

SF-504

SF-701

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

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:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

KEY MAP: N.T.S.

CREEK

CREEK

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

OF

06 / 27 / 2018y:

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C 3d

\L an ds ca pe A rc h\

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SITE FURNISHINGS COLUMBARIUM

COURT 3 (BASE BID)

SITE FURNISHINGS SCHEDULE - COLUMBARIUM COURT 3 (BASE BID)

N 0 30' 60'

SCALE:1

SITE FURNISHINGS COLUMBARIUM COURT 3 (BASE BID)

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

LF102

LEGEND

NEW CEMETERY SITE FURNISHINGS.SF-###

NOTE:

NORTHINGS & EASTINGS ARE PROVIDED FOR GENERAL LOCATION &

CONVENIENCE. ALL SITE FURNISHINGS SHALL BE FIELD LOCATED & VERIFIED

IN COORDINATION WITH THE RE.

JDL JAF

LF103

ADD ALT.

#1

262208

LF102

N 0 30' 60'

SCALE:2

SITE FURNISHINGS - COMMITTAL SERVICE SHELTER 3

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

SITE FURNISHINGS SCHEDULE - COMMITTAL SERVICE SHELTER (BASE BID)

ID TYPE

NORTHING EASTING DETAIL DESCRIPTION

SF-505 8' BENCH 1912905.45 6595682.66 5 / LF501 COLUMBARIUM 3

SF-506 8' BENCH 1912936.98 6595643.71 5 / LF501 COLUMBARIUM 3

SF-507 8' BENCH 1912924.79 6595643.52 5 / LF501 COLUMBARIUM 3

SF-508 8' BENCH 1912889.55 6595679.15 5 / LF501 COLUMBARIUM 3

SF-509 8' BENCH 1912879.76 6595658.21 5 / LF501 COLUMBARIUM 3

SF-510 8' BENCH 1912914.99 6595622.59 5 / LF501 COLUMBARIUM 3

SF-511 8' BENCH 1912897.66 6595615.16 5 / LF501 COLUMBARIUM 3

SF-512 8' BENCH 1912858.27 6595646.12 5 / LF501 COLUMBARIUM 3

SF-513 8' BENCH 1912851.16 6595624.13 5 / LF501 COLUMBARIUM 3

SF-514 8' BENCH 1912890.54 6595593.16 5 / LF501 COLUMBARIUM 3

SF-515 8' BENCH 1912878.70 6595590.27 5 / LF501 COLUMBARIUM 3

SF-516 8' BENCH 1912836.44 6595617.18 5 / LF501 COLUMBARIUM 3

SF-517 8' BENCH 1912831.54 6595594.59 5 / LF501 COLUMBARIUM 3

SF-518 8' BENCH 1912873.80 6595567.68 5 / LF501 COLUMBARIUM 3

SF-519 8' BENCH 1912813.27 6595578.03 5 / LF501 COLUMBARIUM 3

SF-520 8' BENCH 1912858.55 6595556.59 5 / LF501 COLUMBARIUM 3

SF-521 8' BENCH 1912856.50 6595533.56 5 / LF501 COLUMBARIUM 3

SF-522 8' BENCH 1912811.22 6595555.01 5 / LF501 COLUMBARIUM 3

SF-523 8' BENCH 1912798.41 6595544.96 5 / LF501 COLUMBARIUM 3

SF-524 8' BENCH 1912845.50 6595528.11 5 / LF501 COLUMBARIUM 3

SF-525 8' BENCH 1912786.00 6595469.53 5 / LF501 COLUMBARIUM 3

SF-526 8' BENCH 1912835.18 6595459.97 5 / LF501 COLUMBARIUM 3

SF-527 8' BENCH 1912825.96 6595451.98 5 / LF501 COLUMBARIUM 3

SF-528 8' BENCH 1912776.08 6595456.63 5 / LF501 COLUMBARIUM 3

SF-529 8' BENCH 1912782.03 6595434.29 5 / LF501 COLUMBARIUM 3

SF-530 8' BENCH 1912831.92 6595429.65 5 / LF501 COLUMBARIUM 3

SF-531 8' BENCH 1912823.42 6595412.82 5 / LF501 COLUMBARIUM 3

SF-534 8' BENCH 1912832.10 6595391.40 5 / LF501 COLUMBARIUM 3

SF-535 8' BENCH 1912824.89 6595381.57 5 / LF501 COLUMBARIUM 3

SF-538 8' BENCH 1912835.66 6595361.11 5 / LF501 COLUMBARIUM 3

SF-539 8' BENCH 1912831.11 6595342.81 5 / LF501 COLUMBARIUM 3

SF-542 8' BENCH 1912844.49 6595323.90 5 / LF501 COLUMBARIUM 3

SF-543 8' BENCH 1912839.48 6595312.67 5 / LF501 COLUMBARIUM 3

SF-606 FLOWER WATERING STATION 1912972.44 6595636.75 3 / LF501 COLUMBARIUM 3

SF-607 FLOWER WATERING STATION 1912881.04 6595303.35 3 / LF501 COLUMBARIUM 3

GENERAL SITE FURNISHINGS NOTES:

1. ALL SITE FURNISHINGS SHALL BE LOCATED IN FIELD AS IDENTIFIED BY THE SCHEDULE ABOVE. FINAL APPROVAL SHALL BE ACQUIRED

FROM RE PRIOR TO FINAL PLACEMENT.

ID TYPE

NORTHING EASTING DETAIL DESCRIPTION

SF-501 6' BENCH 1911361.58 6596983.83 5 / LF501 COMMITTAL SERVICE SHELTER 3

SF-502 6' BENCH 1911362.92 6596988.82 5 / LF501 COMMITTAL SERVICE SHELTER 3

SF-503 6' BENCH 1911373.16 6596980.69 5 / LF501 COMMITTAL SERVICE SHELTER 3

SF-504 6' BENCH 1911374.50 6596985.68 5 / LF501 COMMITTAL SERVICE SHELTER 3

SF-701 TRASH RECEPTACLE 1911354.22 6596952.47 4 / LF501 COMMITTAL SERVICE SHELTER 3

SF-801 PLANTER 1911367.16 6597000.76 6 / LF501 COMMITTAL SERVICE SHELTER 3

SF-802 PLANTER 1911382.61 6596996.62 6 / LF501 COMMITTAL SERVICE SHELTER 3

GENERAL SITE FURNISHINGS NOTES:

1. ALL SITE FURNISHINGS SHALL BE LOCATED IN FIELD AS IDENTIFIED BY THE SCHEDULE ABOVE. FINAL APPROVAL SHALL BE ACQUIRED FROM

PUTAH

COLUMBARIUM

CREEK

SF-532

SF-533

SF-536

SF-537

SF-540

SF-541

SF-544

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

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:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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

KEY MAP: N.T.S.

CREEK

CREEK

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

OF

06 / 27 / 2018y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\L an ds ca pe A rc h\

6_ L_

S

IT

E F

U R

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H

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/2

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SITE FURNISHINGS (ADD ALT 1)

SITE FURNISHINGS SCHEDULE - COLUMBARIUM COURT 3 - ADD ALT 1

N 0 30' 60'

SCALE:1

SITE FURNISHINGS - COLUMBARIUM COURT 3 (ADD ALT 1)

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

LF103

LEGEND

NEW CEMETERY SITE FURNISHINGS.SF-###

JDL JAF

NOTE:

NORTHINGS & EASTINGS ARE PROVIDED FOR GENERAL LOCATION &

CONVENIENCE. ALL SITE FURNISHINGS SHALL BE FIELD LOCATED & VERIFIED

IN COORDINATION WITH THE RE.

262209

LF103

ADD ALT. #1

ID TYPE

NORTHING EASTING DETAIL DESCRIPTION

SF-532 8' BENCH 1912773.34 6595411.22 5 / LF504 COLUMBARIUM 3

SF-533 8' BENCH 1912782.03 6595389.80 5 / LF504 COLUMBARIUM 3

SF-536 8' BENCH 1912775.22 6595375.01 5 / LF504 COLUMBARIUM 3

SF-537 8' BENCH 1912785.98 6595354.56 5 / LF504 COLUMBARIUM 3

SF-540 8' BENCH 1912782.63 6595330.13 5 / LF504 COLUMBARIUM 3

SF-541 8' BENCH 1912795.96 6595311.46 5 / LF504 COLUMBARIUM 3

SF-544 8' BENCH 1912792.51 6595295.25 5 / LF504 COLUMBARIUM 3

GENERAL SITE FURNISHINGS NOTES:

1. ALL SITE FURNISHINGS SHALL BE LOCATED IN FIELD AS IDENTIFIED BY THE SCHEDULE ABOVE. FINAL APPROVAL SHALL BE ACQUIRED FROM

8'

4'

FLOWER VASE RECEPTACLE WITH

ATTACHED FLORAL REGULATION SIGN.

BACK OF CURB

OR EDGE OF

COLUMBARIUM

COURT

TRASH

RECEPTACLE

CONCRETE WITH LT.

BROOM FINISH

4'

1'-6" 1'-6" 1'

-9

1' -6

1' -9

8" WASHED ROUND GRAVEL

7-1/2" SQ. CAST STONE MASONRY POST WITH

BRONZE SPIGOT INSTALLATION. ALL PLUMBING TO

BE CAST INTO CONCRETE SIGN POST FOR

CONNECTIONS AFTER INSTALLATION.

6" C

LR

.,T

Y P

1/2" COPPER TYPE K DOMESTIC PIPING FROM

CURB STOP VALVE/PRESSURE REDUCING

REGULATOR TO SPIGOT ASSEMBLY

CURB STOP VALVE

LF501

LF501

LF501

LF501

1'

2% MAX

SLOPE

EITHER

DIRECTION

LOCATION

REFERENCE

POINT

BRASS PRESSURE

REDUCING REGULATOR

12" X 22" CONCRETE

VALVE BOX WITH METAL LID

2" X 3/4" REDUCER

2" 90° ELBOW

4'

CONCRETE PAVEMENT AT

BACK OF CURB. SEE PLAN

3/4" COPPER TYPE K DOMESTIC

PIPING FROM PVC SUPPLY TO CURB

STOP VALVE/PRESSUE REDUCING

REGULATOR

6" FINISHED GRADE

2"

CAST STONE MASONRY POST; 7-1/2" SQ. X 7'-6"

W/ 1" CHAMFER @ ALL EXPOSED CORNERS & 3/8"

RECESSED AREA (4 1/4" X 6-3/4" X 3/8" DP) (2 SIDES); CAST

W/ (3) #3 REBAR EQUALLY SPACED, FINISH AS SPECIFIED

1' -4

1 4"

CONCRETE PAVING

SECURE W/ (2) 3/16" X 2" S.S.

TAMPER-PROOF SCREWS &

EXPANSION SHIELDS

3' -0

1'-6"

2'

CONCRETE FOOTING

3/8" WASHED ROUND GRAVEL

(12" MIN. DEPTH), COMPACTED

FILTER FABRIC,

12" MINIMUM DEPTH

BRONZE ESCUTCHEON PLATE

COMPACTED SUBGRADE

4" AGGREGATE BASE,

COMPACTED TO 95%.

CL

TO CENTER

OF RECEPTACLE 1/8" THICK ALUMINUM SIGN PANEL;

SEE 4/LS504

12" X 22" CONCRETE

VALVE BOX WITH METAL LID

1/2" COPPER TYPE K DOMESTIC PIPING

FROM CURB STOP VALVE/PRESSURE

REDUCING REGULATOR TO SPIGOT

ASSEMBLY

CURB STOP VALVE

1/2" COPPER TUBING CAST

INTO CONCRETE SIGN POST FOR

CONNECTIONS AFTER INSTALLATION

1'-6"

LF501

2' -4

BRASS PRESSURE

REDUCING REGULATOR

2" X 3/4" REDUCER

2" 90° ELBOW

3"

Trash

PVC PIPE RISER

8" WASHED ROUND GRAVEL

8" WASHED ROUND GRAVEL

3/4" COPPER TYPE K

DOMESTIC PIPING FROM

PVC SUPPLY TO CURB

STOP VALVE/PRESSUE

REDUCING REGULATOR

SMOOTH FINISH, SELF

CLOSING BRONZE SPIGOT

BRICK

2' -4

6" 1'

-4 1 4"

FINISHED GRADE

2"

CAST STONE MASONRY POST;

7-1/2" SQ. X 6'-4" W/ 1" CHAMFER @ ALL EXPOSED

CORNERS & 3/8" RECESSED AREA (4 1/4" X 2'-9" X

3/8" DP) (2 SIDES); CAST W/ (3) #3 REBAR EQUALLY

SPACED, FINISH AS SPECIFIED

R2"

CONCRETE PAVING

3'

1'-6"

2'

TRASH AND VASE RECEPTACLES (SHOWN BEYOND)

CONCRETE FOOTING

3/8" WASHED ROUND GRAVEL

(12" MIN. DEPTH), COMPACTED

FILTER FABRIC,

12" MINIMUM DEPTH

FLUSH CURB OR

COLUMBARIUM

COURT PAVEMENT

SMOOTH FINISH

BRONZE SPIGOT

COMPACTED SUBGRADE

4" AGGREGATE BASE

C

1'-9" L

3/4" COPPER TYPE K DOMESTIC

PIPING FROM PVC SUPPLY TO

CURB STOP VALVE/PRESSUE

REDUCING REGULATOR

TO CENTER

OF RECEPTACLE

BRONZE

ESCUTCHEON

PLATE

90° SOLDER

COPPER ELBOW

SEE

ENLARGEMENT

FINISHED GRADE - SEE

PLANS FOR ELEVATION

SIDE VIEW

FRONT VIEW

ENLARGED VIEW

6' OR 8'

(SEE SCHEDULE)

2'-2"

2' -7

/4

B A

C K

H E

IG

H

T

1' -5

S E

A T

H E

IG

H

T

26-1/4"

NOTES:

1. SEE SPECIFICATIONS FOR METAL BENCH.

2. ONLY SECURE (BOLT DOWN) SITE FURNISHINGS AFTER INFIELD REVIEW AND

WRITTEN APPROVAL OF LOCATIONS BY RE.

6"

(TYP.)

REGULATIONS

FLORAL

BOTTOM VIEWLID PLAN VIEW

TAPERED

FORMED LID

SPECIAL HINGED

LID W/ FLORAL

REGULATIONS

DECAL ATTACHED

SEE LID PLAN

VIEW AND

SECTION

STEEL

HANDLE

3/4" SQUARE

HOLE FOR

ANCHOR BOLT

STAINLESS

STEEL

RIVETS

STAINLESS

STEEL PIANO

HINGE; FULL

LENGTH

FLORAL

REGULATIONS

DECALS

VINYL COATED

GALVANIZED

STEEL AIRCRAFT

SECURITY CABLE

A

A'

NOTES:

1. SEE SPECIFICATIONS FOR METAL TRASH AND FLOWER VASE RECEPTACLES.

2. ONLY SECURE (BOLT DOWN) SITE FURNISHINGS AFTER INFIELD REVIEW AND

WRITTEN APPROVAL OF LOCATIONS BY RE.

LID SECTION A-A'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

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:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

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

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

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

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer 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 Michael Brandvold, Project Manager

OF

06 / 27 / 2018 y:

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SITE FURNISHINGS DETAILS

SCALE:2

FLOWER WATER STATION SECTION

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

SCALE:1

FLOWER WATER STATION ELEVATION

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

SCALE:3

FLOWER WATER STATION

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

SCALE:4

TRASH & VASE RECEPTACLES

N.T.S. (30" x 42" PAPER SIZE) SCALE:5

BENCH

N.T.S. (30" x 42" PAPER SIZE)

SCALE:6

PLANTER

N.T.S. (30" x 42" PAPER SIZE)

18-GALLON CAPACITY

HIGH DENSITY PLASTIC

LINER SITS ON

3/8" x 3" SUPPORT BARS

(4) LEVELING FEET

WITH A 3/8"

DIAMETER

THREADED STEEL

SHAFT

3/4" SQUARE

CENTER

ANCHOR

BOLT HOLE

5/8" SOLID

STEEL

TOP RING

(42) 3/8" X 1"

VERTICAL SOLID

STEEL BARS

1/4" x 2-1/2"

HORIZONTAL

SOLID STEEL

BANDS

JDL JAF

NOTES:

1. SEE SPECIFICATIONS FOR METAL PLANTER.

2. ONLY SECURE (BOLT DOWN) SITE FURNISHINGS

AFTER INFIELD REVIEW AND WRITTEN APPROVAL

OF LOCATIONS BY RE.

262210

LF501

ENLARGED VIEW

ENLARGED VIEW

8" X 3 34" LONG S.S. EXPANSION

BOLT WITH S.S. ACORN TOP NUT

AND S.S. WASHER FLORAL

REGULATIONS DECALS

CONCRETE

PAVING

RECEPTACLE

BOLT PLATE

STAINLESS STEEL

ANCHOR

8" X 3 34" LONG S.S. EXPANSION

BOLT WITH S.S. ACORN TOP NUT

AND S.S. WASHER FLORAL

REGULATIONS DECALS

CONCRETE

PAVING

RECEPTACLE

BOLT PLATE

STAINLESS STEEL

ANCHOR

EDGE OF CONCRETE

SEE DRAWINGS