36C10F18R0581-0001005.pdf

IGC2+

3+00

4+00

5+00

T2

GRADE BREAK

GRADE B

EAK

HP 68.58

HP 68.49

LP 67.72

0+

1+00

2+003+003+20

LP 67.32

HP 68.82

GRADE BREAK

GRADE BEAK

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

N 0 8' 16' 32'

SCALE:#

DETAIL 2

DETAIL 1

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GRADING PLAN 4

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N 0 30' 60'

LEGEND

CG105

MATCHLINE CG102

COLUMBARIA COURT 3

SEE SHEETS LC104 -

LC109 FOR GRADING

EMERGENCY OVERFLOW ROUTE

NEW BURIAL SECTION HEADSTONE

DIRECTION

EXISTING BURIAL SECTION I.D.

NEW BURIAL SECTION I.D.

EXISTING BURIAL SECTION HEADSTONE

DIRECTION

LP 78.9

HP 78.9

1.1%

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

GRADING LIMITS

POND HIGH WATER LEVEL (HWL)

PPC

EX. 13

PPC

78.9 SPOT ELEVATION

ME 78.9

R 78.9 STORM STRUCTURE RIM ELEVATION

NEW LAND DRAINAGE DIRECTION

EOF 78.9 EMERGENCY OVERFLOW ELEVATION

1. ELEVATIONS SHOWN INDICATE TOP

BACK OF CURB ELEVATION UNLESS

OTHERWISE NOTED.

2. CONTRACTOR TO VERIFY ALL EXISTING

ELEVATIONS PRIOR TO CONSTRUCTION.

3. USE CARE DURING EARTH MOVING OR

EXCAVATING IN THE VICINITY OF

EXISTING UTILITIES, SO AS TO NOT TO

DISTURB OPERATIONS. COORDINATE

OPERATIONS WITH UTILITY OWNER / VA

COR PRIOR TO CONSTRUCTION.

NOTES

1. ALL GRADING ROLLOVER TRANSITION

ZONES ARE 30' WIDE ON CENTER OF

GRADE BREAK. TRANSITION SUBGRADE

TO MIRROR FINISHED GRADE

TRANSITION.

NOTES

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CAD IJW 262116

SERVICE RD.

PUTAH CREEK

WAY

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ON P

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NEW STORM DRAIN STRUCTURE

CONSTRUCTION

STAGING AREA

GRADE TO DRAIN

AFTER REMOVAL OF

TEMPORARY GRAVEL

TEMPORARY ACCESS ROAD