36C10F18R0581-0001004.pdf

1+00

2+

P1 P2

P3 P4

P5

CONTROL POINT SCHEDULE

Point #

P 1

P 2

P 3

P 4

P 5

Northing

1911818.0903

1911818.0866

1911850.0207

1911850.0207

1911661.0207

Easting

6597993.6400

6598089.5904

6598047.5904

6598447.5904

6598447.5904

Raw Description

CONTROL POINT

CONTROL POINT

CONTROL POINT

CONTROL POINT

CONTROL POINT

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 t 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 s 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-105 REVY

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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.