36C10F18R0581-052.pdf

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 ROADMIDWAY ROAD MIDWAY ROAD

PPC

IGC

IGC

PUTAH

CREEK

W

AY 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

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 / 2018 C-101

N 0 120' 240'

SCALE:1

CEMETERY SITE PLAN - OVERALL

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

CEMETERY SITE PLAN - OVERALL

LEGEND

NEW BURIAL SECTION

HEADSTONE DIRECTION

PPC

EX. 13

PPC

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION

HEADSTONE DIRECTION

JDL DJS

ADD ALTERNATE 2

NEW BURIAL SECTIONS 45, 53 & 54

W/ ASSOCIATED PAVING

COMMITTAL SERVICE

SHELTER 3

CORTEGE LANE

EXPANSION

HONOR GUARD

ASPHALT & OVERFLOW

GRAVEL PARKING LOT

CONSTRUCTION LIMITS

STORM WATER

DETENTION BASIN

STORM WATER

DETENTION BASIN

SWEENEY CREEK

M

CCUNE CREEK

EXISTING MAINTENANCE

FACILITY

125' WAPA EASEMENT

ADD ALTERNATE 1

COLUMBARIUM 3

SEE SHEET LC-101

C-101

26246

GNSS

ANTENNA

ROAD BARRICADE

SEE 2/CR502

ROAD BARRICADE

SEE 2/CR502

TEMPORARY COMMITTAL

SERVICE SHELTER CONCRETE

PAD BY OTHERS (N.I.C.)

R O

UNDA BOUT

R O

UNDA BOUT

R O

UNDA BOUT

DECOMPOSED GRANITE

PATH

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 ROADMIDWAY ROAD MIDWAY ROAD

PPC

IGC

IGC

PUTAH

CREEK

W

AY 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

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 / 2018 C-102

N 0 120' 240'

SCALE:1

PROJECT CONTROL PLAN

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

PROJECT CONTROL PLAN

LEGEND

NEW BURIAL SECTION HEADSTONE

DIRECTION

PPC

EX. 13

PPC

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

MBB JPN

CONSTRUCTION LIMITS

SWEENEY CREEK

M

CCUNE CREEK

POINT ID

10000

NORTHING

6597714.80 74.47

EASTING ELEVATION

1913545.94 6596007.58 66.30

1912903.61 6595208.83 67.58

1911132.62 6595299.30 69.46

1913640.55 6597892.28 66.60

10001 10002 10003 20000

1911181.04

DESCRIPTION

1.5 INCH ALUMINUM CAP ON 5/8 INCH ROD

1.5 INCH ALUMINUM CAP ON 5/8 INCH ROD

1.5 INCH ALUMINUM CAP ON 5/8 INCH ROD

1.5 INCH ALUMINUM CAP ON 5/8 INCH ROD

NGS MONUMENT X 128 RESET SURVEY DISK

CONTROL POINT SCHEDULE

C-102

26247

RPUTAH CREEK WAY

LA

KE

BE

RR

YE

SS

A D

RIV

E

SIERRA NEVADA DRIVE

SERVICE ROAD

JE

PS

ON

PR

AIR

IE

DR

IVE

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 / 2018

N 0 20' 40'

SCALE:1

SITE PLAN - COLUMBARIUM COURT 3

1" = 20' (30"x42" PAPER) y:

\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_

P

LA

N E

N

LA

R G

E M

E N

TS

.d w g

/2 5/

0:

A

M

LEGEND

JDL DJS

LC101

C-103

SITE PLAN -

COLUMBARIUM COURT 3

C-103

IGC

IGC

IGC

SECTION MARKER

TYP.

LS502

SIGNAGE

TYP.

ADD ALT. 1

COLUMBARIUM 3 ADDITIONAL

NICHE WALLS W/ ASSOCIATED PAVING,

LANDSCAPING, & FURNISHINGS

DOUBLE SIDED 240 NICHE

UNIT WALL, TYP.

DOUBLE SIDED 320 NICHE

UNIT WALL, TYP.

LANDSCAPE

AREA, TYP.

SEE 1/L-105

DETECTABLE WARNING

PANEL, TYP.

CR502

LS502

FLOWER WATERING

STATION, TYP.

LF501

FLOWER

WATERING

STATION, TYP.

LF501

8' BENCH

TYP.

LF501

COLUMBARIUM COURT

PAVEMENT, TYP.

1,6

CR501

4' MOUNTABLE

CURB TO

VEE GUTTER

TRANSITION, TYP.

CR501

4' MOUNTABLE CURB TO

VEE GUTTER

TRANSITION, TYP.

CR501

26248

30' DOUBLE

BARRIER BAR

GATE

O-501

SIGNAGE

FLOWER WATERING STATION

NEW COLUMBARIUM

TERMINATION POST

(BOTH SIDES)

SERVICE ROAD

1+00

2+00

2+

PT

: 1

1+

.7

PC

: 1

2+

.6

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 / 2018

SITE PLAN - COMMITTAL SERVICE

SHELTER 3

C-104y:

\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_

P

LA

N E

N

LA

R G

E M

E N

TS

.d w g

/2

5/

0:

A M

N 0 20' 40'

SCALE:1

COMMITTAL SERVICE SHELTER 3

1" = 20' (30"x42" PAPER)

TRASH RECEPTACLE

PLANTER

6' BENCH, TYP.

25' STAND OFF

DISTANCE

6" FLUSH CONCRETE

HEADER

DECOMPOSED

GRANITE

LF501

LF501

LF501

JDL DJS

6' CONCRETE

SIDEWALK, TYP.

12.0'

25.0'

8.0'

CR501

CR502

DETECTABLE

WARNING PANEL

CONCRETE

PAVEMENT, TYP.

CR501

CR502

CR502

26249

A-101

4" MOUNTABLE CURB TO FLUSH

CURB TRANSITIONAL, TYP.

CR502

6.0'

LEGEND

NEW CONCRETE

DECOMPOSED GRANITE

4" MOUNTABLE CURB TO FLUSH

CURB TRANSITIONAL, TYP.

CR502SERVICE ROAD ALIGNMENT

CR123

BUILDING 4803

SITE PLAN

IGC

1+00

2+

CONTROL POINT SCHEDULE

Point #

P 1

P 2

P 3

P 4

P 5

Northing Easting Raw Description

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 / 2018

SITE PLAN - HONOR GUARD &

OVER FLOW PARKING

C-105y:

\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_

P

LA

N E

N

LA

R G

E M

E N

TS

.d w g

/2

5/

0:

A M

LEGEND

SIGNAGE

TYP.

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

PPC

EX. 13

PPC

LS501

JDL DJS

N 0 20' 40'

SCALE:2

HONOR GUARD ASPHALT AND GRAVEL OVERFLOW PARKING LOTS

1" = 20' (30"x42" PAPER)

9.0' TYP.

18.0'

TYP.

42.0' 358.0'

9.

0'

.0

R 10'

TYP.

R10'TYP.

126.0'

24.0'

OVERFLOW PARKING

ENTRANCE CURB

VEE GUTTER

TYP.

CR301

.0

SIGNAGE

TYP.

LS502

26250

ASPHALT PAVEMENT

CR301

GRAVEL SURFACING

CR301

SIGNAGE

TYP.

LS501

R5.0

NOTE: SEE SHEETS LS103-LS504 FOR

SIGNAGE SPECIFIC INFORMATION

CR503

4" WHITE PAVEMENT

MARKING, TYP.

VERIFY LOCATION OF

EXISTING CONCRETE PAD.

COORDINATE ASPHALT

INSTALLATION WITH

EXISTING CONDITIONS.

Point ID

Northing

1,911,942.19

1,911,997.38

1,911,845.32

1,911,900.52

1,911,955.71

1,912,010.90

1,911,803.66

1,911,858.85

1,911,914.04

1,911,969.24

1,911,817.18

1,911,872.37

1,911,927.57

1,911,982.76

Easting

6,597,052.13

6,597,061.59

6,596,954.34

6,596,963.81

6,596,973.28

6,596,982.75

6,596,866.02

6,596,875.49

6,596,884.96

6,596,894.43

6,596,787.18

6,596,796.65

6,596,806.11

6,596,815.58

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 / 2018

N

SCALE:1

SECTION 6

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 6

C-106y:

\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

\C iv il\

6_

C _S

E C

TI

O

N

.d w g

/2

5/

0:

A M

LEGEND

MBB JPN

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

SOLANO DRIVE

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

GRAVESITE GRID POINTS

SECTION 6

1 TYP.

2 TYP.

.0

0'

TY

P

80.00'

TYP.

0 10' 20'

26251

6 SECTION NUMBER

2.

TY

P

2.

TY

P

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

2164 2008196919301891185218131774173516961657

857 825

207320341995

665A

419 396 373 350 327 304

13501311

N 0 10' 20'

SCALE:1

SECTION 6

1" = 10' (30"x42" PAPER)

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 / 2018

GRAVESITE NUMBERING

SECTION 6

C-107y:

\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

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LEGEND

MBB JPN

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CREMAIN PLOT

2,189

SECTION 6

CREMAIN - SPACE YIELD

SPACE 4'x4'

26252

6 SECTION NUMBER

SOLANO DRIVE

Point ID

Northing

1,911,930.33

1,911,986.51

1,911,943.85

1,912,000.03

1,912,056.21

1,912,112.39

1,912,168.57

1,912,013.56

1,912,069.74

1,912,125.92

1,912,182.10

Easting

6,596,444.00

6,596,453.64

6,596,365.15

6,596,374.79

6,596,384.42

6,596,394.06

6,596,403.70

6,596,295.94

6,596,305.58

6,596,315.21

6,596,324.85

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 / 2018

N

SCALE:1

SECTION 29

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 29

C-108y:

\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-

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1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

GRAVESITE LAYOUT NOTES -

GENERAL

SUTTER BUTTE DRIVE

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

0 10' 20'

80.00'

TYP.

.0

0'

TY

P

GRAVESITE GRID POINTS

SECTION 29

1 TYP.

2 TYP.

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

TYPICAL SPACE FOR EACH GRAVE IS 3'-0" X 8'-0".

PRECAST CRYPT IS INTENDED TO BE CENTERED

WITH IN EACH GRAVE SPACE.

26253

29 SECTION NUMBER

699771

559627

432491

323377

324378

240282

631703

495563

382436

286328

208244

172 142376

694766

554622

427486

318372

319373

235277

169199

623695

624696

487555

488556

374428

375429

278320

279321

200236

201237

140170

141171

167 137371

691763 551619 424483 316 232274 196 166 136370

688760

548616

421480

312366

313367

229271

163193

617689

618690

481549

482550

368422

369423

272314

273315

194230

195231

134164

135165

161 131365

108 85

843906

910973

838901

902 839

903 840

306360

222264

156186

102125

103126

268310

190226

130160

84107

301355

217259

151181

97120

98121

260302

261303

122152

123153

30 19119

298352 214256 148178 95 5672 40 29 18118

295349

211253

145175

91114

92115

254296

255297

176212

177213

116146

117147

24 13113

7 1

541609

414473

477545

535603

536604

409468

605 537

469 410

470538 411

533 406465

403462

404531

532 405

685757

10411077

924987

789861

644716

645717

509577

396450

10811106

9911045

865928

721793

581649

454513

870 798

996 933

1086 1050

654 586

587 519

588 520

727 655

728 656

871 799

872 800

591 523

665A

801 729

803 731

804 732

808 736

809 737

1087 1051

1088 1052

1053 999

1055 1001

1056 1002

1060 1006

1061 1007

394 340715

10361072

919982

784856

639711

640712

504572

391445

9831037

9841038

857920

858921

713785

714786

573641

574642

446505

447506

338392

339393

389 335710

10331069 916979 781853 637 501569 442 388 334709

913976

778850

633705

634706

498566

385439

851914

852915

707779

708780

567635

568636

440499

441500

332386

333387

383 329704

292 250

287 245

9641018

1019 965

1020 966

9611015 898

9581012

832895

1013 959

897960

753825

827 755

748820

821 749

678750

745817 673

742814

815 743

672744

888951

91 5

2 6

3 7

4 8

N 0 10' 20'

SCALE:1

SECTION 29

1" = 10' (30"x42" PAPER)

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 / 2018

GRAVESITE NUMBERING

SECTION 29

C-109y:

\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

\C iv il\

6_

C _S

E C

TI

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MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER

PERIMETER CRYPT

INTERIOR CRYPT

TOTAL GRAVESITES

SECTION 29

CRYPT/GRAVESITE - SPACE YIELD

LIMIT OF CRYPTS

1,024

1,174

26254

29 SECTION NUMBER

SUTTER BUTTE DRIVE

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 / 2018

N

0 10' 20'

SCALE:1

SECTION 30

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 30

C-110y:

\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

\C iv il\

6_

C _S

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SUTTER BUTTE DRIVE

GRAVESITE GRID POINTS

SECTION 30

.0

0'

TY

P

80.00'

TYP.

1 TYP.

2 TYP.

LEGEND

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

26255

30 SECTION NUMBER

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

2.

TY

P

2.

TY

P

N 0 10' 20'

SCALE:1

SECTION 30

1" = 10' (30"x42" PAPER)

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 / 2018

GRAVESITE NUMBERING

SECTION 30

C-111y:

\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-

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LEGEND

CREMAIN - SPACE YIELD

SPACE 4'x4' 1,677

SECTION 30

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CREMAIN PLOT

26256

30 SECTION NUMBER

Point ID

Northing

1,911,652.86

1,911,709.04

1,911,666.39

1,911,722.57

1,911,778.75

1,911,679.91

1,911,736.09

1,911,792.27

1,911,848.45

1,911,749.62

1,911,805.80

1,911,861.98

1,911,819.32

1,911,875.50

Easting

6,596,712.96

6,596,722.60

6,596,634.11

6,596,643.75

6,596,653.39

6,596,555.26

6,596,564.90

6,596,574.54

6,596,584.17

6,596,486.05

6,596,495.69

6,596,505.33

6,596,416.84

6,596,426.48

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 / 2018

N 0 10' 20'

SCALE:1

SECTION 31

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 31

C-112y:

\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

\C iv il\

6_

C _S

E C

TI

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MBB JPN

SUTTER BUTTE DRIVE

GRAVESITE GRID POINTS

SECTION 31

1 TYP.

2 TYP.

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

TYPICAL SPACE FOR EACH GRAVE IS 3'-0" X 8'-0".

PRECAST CRYPT IS INTENDED TO BE CENTERED

WITH IN EACH GRAVE SPACE.

1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL 57

.0 0'

TY

P

80.00'

TYP.

26257

31 SECTION NUMBER

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

643693

609 559

557 507

1114 1085

1012 972 932 887 842 793

665A

508 461

61 39

158 127

590 540

993 953

954 914 869 824

12551269

12571271

1258127212841296

11171156

15771079

N 0 10' 20'

SCALE:1

SECTION 31

1" = 10' (30"x42" PAPER)

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 / 2018

GRAVESITE NUMBERING

SECTION 31

C-113y:

\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

\C iv il\

6_

C _S

E C

TI

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MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

TOTAL GRAVESITES

SECTION 31

CRYPT/GRAVESITE - SPACE YIELD

1,158

1,342

26258

SECTION 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 / 2018

N 0 10' 20'

SCALE:1

SECTION 32

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 32

C-114y:

\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

\C iv il\

6_

C _S

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TI

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2.

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MBB JPN

SO

LA

NO

D

RI

VE

SUTTER BUTTE DRIVE

GRAVESITE GRID POINTS

SECTION 32

LEGEND

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

80.00'

TYP.

.0

0'

1 TYP.

2 TYP.

26259

32 SECTION NUMBER

ROUNDABOUT

ROAD 1

.0

0'

2.

TY

P

2.

TY

P

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

SCALE:1

SECTION 32

1" = 10' (30"x42" PAPER)

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 / 2018

GRAVESITE NUMBERING

SECTION 32

C-115y:

\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

\C iv il\

6_

C _S

E C

TI

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5/

1:

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MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER

CREMAIN - SPACE YIELD

SPACE 4'x4'

LIMIT OF CREMAIN PLOT

1,153

SECTION 32

32 SECTION NUMBER

26260

SO

LA

NO

D

RI

VE

SUTTER BUTTE DRIVE

ROUNDABOUT

ROAD 1

Point ID

Northing

1,911,278.62

1,911,219.49

1,911,268.48

1,911,209.34

1,911,258.34

1,911,199.20

1,911,241.43

1,911,182.29

Easting

6,595,718.80

6,595,708.66

6,595,777.94

6,595,767.79

6,595,837.07

6,595,826.93

6,595,935.63

6,595,925.49

SWEENEY CREEK

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 / 2018

N 0 10' 20'

SCALE:1

SECTIONS 33A & 33B

1" = 10' (30"x42" PAPER) y:

\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

\C iv il\

6_

C _S

E C

TI

O

N

3.

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5/

1:

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MBB JPN

C-116

GRAVESITE LAYOUT -

SECTIONS 33A & 33B

ROAD A

GRAVESITE GRID POINTS

SECTIONS 33A & 33B

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH GRAVE IS 5'-0" X 10'-0".

TYPICAL SPACE FOR EACH CREMAIN GRAVESITE

IS 5'-0" X 5'-0".

DIRECT BURIAL GRAVESITE

1. THE CREMAIN GRAVE PLOT LAYOUT

PATTERN IS A 5'-0" X 5'-0" INDIVIDUAL

SPACE.

2. THE DIRECT BURIAL GRAVE PLOT LAYOUT

PATTERN IS A 5'-0" X 10'-0" SPACE.

3. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND PLANS

PRIOR TO PROCEEDING WITH WORK. THE

WRITTEN DIMENSION SHALL SUPERSEDE

THE DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

4. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

5. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

6. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

7. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

1 TYP.

2 TYP.

60.00' 100.00'

.0

0'

TY

P

26261

33A SECTION NUMBER

33A 33B

DECOMPOSED

GRANITE WALKWAY

60.00'

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

SWEENEY CREEK

585 551 517616 592 568 543 518 493 467 441 415 389 363 337 311 285 259 233 207 181 155 129 103 78 53

615 591

28 3

165 136 108 80 53 27 1

150 160

170 180

109 129

6959 138

29 148

39 178

18 38

190 200

189 199

302010

27 69

77 98

87 97

29 3918

N 0 10' 20'

SCALE:1

SECTIONS 33A & 33B

1" = 10' (30"x42" PAPER)

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 / 2018

GRAVESITE NUMBERING

SECTIONS 33A & 33B

C-117y:

\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

\C iv il\

6_

C _S

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MBB JPN

LEGEND

ROAD A

CREMAIN - SPACE YIELD

SPACE 5'x5' 200

SECTION 33A

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER50

LIMIT OF GRAVE/ CREMAIN PLOT

CREMAIN GRAVESITE NUMBER100

SECTION 33B

GRAVESITE - SPACE YIELD

100SPACE 5'x10'

26262

33A 33B

33A SECTION NUMBER

DECOMPOSED

GRANITE WALKWAY

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 / 2018

N 0 10' 20'

SCALE:1

SECTION 34

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 34

C-118y:

\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

\C iv il\

6_

C _S

E C

TI

O

N

4.

dw g

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5/

1:

A M

MBB JPN

LA

K

E B

E R

R Y

E S

S A

D R

IV

E

GRAVESITE GRID POINTS

SECTION 34

1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

TYPICAL SPACE FOR EACH GRAVE IS 3'-0" X 8'-0".

PRECAST CRYPT IS INTENDED TO BE CENTERED

WITH IN EACH GRAVE SPACE.

2 TYP.

RO

UNDABO

UT

RO

AD 2

26263

34 SECTION NUMBER

1 TYP.

80.00'

TYP.

.0

0'

TY

P

8.0'

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

SCALE:1

SECTION 34

1" = 10' (30"x42" PAPER)

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,…