36C10F18R0581-062.pdf

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

VF

D

SO

LA

NO

D

RI

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SOLANO DRIVE

FOLSOM LAKE WAY

POTAH CREEK WAY

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SIERRA NEVADA DRIVE

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LT

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MIDWAY ROADMIDWAY ROAD MIDWAY ROAD

X-101

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

GNSS PLAN

X-101y:

\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_

G N

S S

.d w g

/2

5/

1:

A M

LEGEND

PROPERTY LIMIT

MB EH

N 0 120' 240'

SEE SHEET X-501 FOR

MAINTENANCE BUILDING

ENLARGEMENT

AND GNSS DETAILS.

SWEENEY CREEK

262165

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 r 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 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GNSS DETAILS

X-501y:

\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_

G N

S S

.d w g

/2

5/

1:

A M

MB EH

SCALE:1

MAINTENANCE BUILDING ENLARGEMENT

1"=10'

N

0 10' 20'

SYSTEM CONTROL BOX.

EQUIPMENT TO PLUG INTO

RECEPTABLE AT TELEPHONE

BOARD CIRCUIT #M1A-26.

SCALE:2

MAINTENANCE BUILDING - EAST ELEVATION

1/8" = 1'-0"

X-501

SCALE:3

GPS ANTENNA MOUNTING DETAIL

NTS

1. ALL GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) EQUIPMENT SHALL BE

INSTALLED IN ACCORDANCE WITH NGS CORS GUIDELINES AND GNSS

REFERENCE SYSTEM SPEC SECTION 11 83 00.

2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, MANPOWER, TOOLS,

AND EQUIPMENT REQUIRED TO INSTALL AND MAKE A FULLY OPERATIONAL GNSS

REFERENCE SYSTEM.

3. ALL NECESSARY HARDWARE, CONDUITS, JUNCTION BOXES AND FITTINGS

REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS AND NGS CORS GUIDELINES SHALL BE

PROVIDED.

4. ALL EQUIPMENT AND ACCESSORIES WILL BE BRAND NEW, UNUSED, AND NOT

RECONDITIONED, REMANUFACTURED, NOR RE-CERTIFIED.

5. CONFIRM ALL UNDERGROUND UTILITY PRIOR TO SYSTEM INSTALLATION. CALL

811 BEFORE ANY EXCAVATION.

6. GNSS EQUIPMENT WITHIN SYSTEM CONTROL BOX TO PLUG INTO RECEPTACLE

AT TELEPHONE BOARD CIRCUIT #M1A-26 LOCATED IN ELECTRICAL ROOM OF

MAINTENANCE BUILDING.

EXISTING

ASPHALT EXISTING CHAIN

LINK FENCE

WITH CONCERTINA

WIRE

EXISTING

CONCRETE

EXISTING

CONCRETE

APRON

FOREMAN'S

OFFICE

SECURE

TOOL ROOM

2' M

IN

. GNSS ANTENNA

CABLE FROM PIER.

C O

V E

R

SCALE:5

WALL SECTION

NTS

CLERK/FOREMAN

OFFICE

SCALE:4

STEEL PIPE BOLLARD

NTS

SYSTEM CONTROL BOX

(APPROX. INTERIOR LOCATION)

SIDE-MOUNT RADIO ANTENNA

ON BUILDING EXTERIOR.

RADIO ANTENNA CABLE FROM

SYSTEM CONTROL BOX. CONFIRM

ROUTING THROUGH HIGH-BAY AREA IN FIELD.

GNSS ANTENNA

GROUND BASED PIER.

SEE DETAIL 3/X-501.

GNSS ANTENNA CABLE.

BURY WITH MIN. 24" COVER.

BOLLARD, TYP. SET

4 FT. FROM PIER

IN EQUAL SPACE PATTERN.

SEE DETAIL 4/X-501.

THREADED

ADAPTER TO MATE

WITH ANTENNA

ANTENNA ORIENTED

NORTH

4" DIA. POLE, 9' HIGH

LMR 400 CABLE

(W/ N-TYPE

CONNECTORS)

3/8" ALUMINUM

GUSSET, 4' ON POLE

LIGHTNING ARRESTOR

(GAS CLAMP)

ACCESS HOLE IN

POLE W/COVER

#6 AWG GROUND

WIRE IN 1" PVC

CONDUIT

GROUND STRAP CLAMP

FINISHED GRADE

GROUND ROD

3' x 12' REINFORCED

CONCRETE PIER,

SEE STRUCTURAL

BENCHMARK CAP SET

IN CONCRETE BASE

36" DIA. REINFORCED

CONCRETE PIER, 3'

ABOVE GRADE

1" SCH. 40 PVC CONDUIT

EXISTING SECURITY

FENCE

STANDARD PIPE POST

BARRICADE

CONCRETE FILLED

EXPANSION BLOCK

OUT AS REQUIRED IN

PAVEMENT AREAS

UTILITY CONCRETE

PER VA

SPECIFICATIONS

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT

OF RED OXIDE (PAINT NO.1). ONE FINISH COAT OF DULL BLACK

ENAMEL PER VA SPECIFICATIONS AND STRIPES CONSISTING OF 4"

BANDS OF YELLOW REFLECTORIZED TAPE SHALL BE USED UNLESS

OTHERWISE SPECIFIED ON THE PLANS.

2. FINISH COLOR COMBINATIONS OTHER THAN THAT SPECIFIED

ABOVE, SHALL BE SUBMITTED TO THE AGENCY FOR APPROVAL.

SAW CUT PAVEMENT.

REPAIR & REPLACE

ASPHALT & CONCRETE

PAVEMENT IN KIND.

9" A

B O

V E

F E

N C

E

'-3

4" 4"

3' -6

3'

-6

6"

18"

" M

IN

6'

ELECTRICAL

ROOM

GNSS ANTENNA CABLE.

MOUNT ON STEEL BEAM

ALONG CEILING USING

SCH. 40 PVC CONDUIT.

SIDE-MOUNTED

RADIO ANTENNA

(EXTERIOR)

1" SCH. 40 PVC

CONDUIT

TRANSITION FROM

PVC TO METAL

CONDUIT.

X-501

1" PROTECTIVE

METAL CONDUIT.

TRANSITION FROM

METAL TO PVC

CONDUIT.

1" SCH. 40 PVC

CONDUIT

GNSS ANTENNA CABLE FROM

GROUND BASED PIER.

1" PROTECTIVE

METAL CONDUIT.

APPROX. BUILDING

ENTRY LOCATION.

GNSS ANTENNA

CABLE MOUNTED TO

STEEL BEAM.

TO ELECTRICAL ROOM

REMOVE AND REPLACE FENCE

SECTION AS REQUIRED.

262166

GNSS CONSTRUCTION & INSTALLATION NOTES