36C10F18R0581-059.pdf

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

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

STORM DETAILS 4

CS504y:

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TYPICAL FOR ALL SUBMERSIBLE DRIVES

NOTES:

1.

2.

OVERALL PAD DIMENSIONS SHALL BE DETERMINED

FROM ELECTRICAL PLANS AND ADJUSTED AS REQ'D

TO SUIT EQUIP FURNISHED.

HOUSEKEEPING PADS ARE NOT REQUIRED ON

EQUIP PADS.

FINISHED GRADE

#5@12"

SCALE:1

CONCRETE GROUND ROD BOX

NTS

SCALE:2

SUBMERSIBLE PUMP CONNECTION DETAIL

NTS SCALE:3

MODULAR EQUIPMENT RACK

NTS

SCALE:4

ELECTRICAL EQUIPMENT PAD

NTS SCALE:5

PPC PUMP (CRYPT UNDERDRAINS)

NTS SCALE:6

BEDDING METHODS FOR RCP PIPE

NTS

262151

NOTE:

SEE STORM DRAIN PLAN FOR ALL INVERT ELEVATIONS AT PPC

PUMPS.

SECTION A-A

SCALE: NTS

PLAN

SCALE: NTS

8"X8"X4" NEMA 4X JB WITH

MOTOR LEAD AND MOTOR

MONITOR CONDUCTOR

TERMINALS

SST KELLEM GRIPMOTOR

CABLE

304 SST STRUT FRAME,

PEDESTAL OR GUARDRAIL

GROUND TO DRIVEN

GROUND ROD

#6 CU

NOTE:

PUMP STATION PANEL MOUNTED

ON MODULAR EQUIPMENT RACK.

FITTING

NOTES:

COMBINED EQUIPMENT LOADS PER 36" SPAN

SHALL NOT EXCEED 500 LBS.

PROVIDE GROUNDING FOR OUTDOOR INSTALLATIONS.

ANCHORS: STAINLESS STEEL, 1/2" DIAMETER,

FINISH GRADE

DOUBLE

MODULAR

STRUT

ANGULAR

FITTING

TYPICAL

3 1/2" EMBEDMENT.

1.

2.

3.

6" THICK

GRAVEL BASE

APPROVED EQUAL

CONNECTOR. CADWELD OR

GROUND ROD/ELECTRODE

ON SINGLE LINE DIAGRAM

CONDUCTOR-SIZE AS SHOWN

COPPER GROUNDING ELECTRODE

COPPER GROUND ROD

3/4" x 30'

APPROVED EQUAL

BOX, CHRISTY F8 OR

CONCRETE GROUND ROD

8-1/4"

1-3/8"

11-3/4"

9-3/4"

7-1/8"

9"

12-3/8"

2"

8-7/8"

ELECTRICAL

EQUIPMENT PAD

EQUIPMENT MOUNTED

TO MODULAR STRUT

ADDITIONAL SECTION

IF REQUIRED BY

APPLICATION

FLAT PLATE

FITTING, TYPICAL

MODULAR STRUT

RUBBER CORD

GRIP BOX FITTING

STORM DETAILS 5

CS505y:

\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_

D R

A

IN

A G

E

D E

TA

IL

S

.d w g

/2

5/

2:

P M

CD EH

SCALE:3

AREA INLET FRAME AND GRATE (R-2533)

NTS SCALE:4

CURB INLET GRATE (R-3067)

NTS

SCALE:2

STORM DRAIN MANHOLE CASTING (R-1642)

NTS

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

262152

SCALE:1

TIDEFLEX 18" ULTRAFLEX CHECKMATE CHECK VALVE

NTS

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

STORM DETAILS 6

CS506y:

\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_

D R

A

IN

A G

E

D E

TA

IL

S

.d w g

/2

5/

2:

P M

CD EH

SCALE:1

TIDEFLEX 36" ULTRAFLEX CHECKMATE CHECK VALVE

NTS

262153

SCALE:4

PIPE HEADWALL, ENDWALL WINGWALL STRUCTURE (PUMP STATION #2 OUTLET)

NTSSCALE:3

PIPE HEADWALL, ENDWALL WINGWALL STRUCTURE (STORM NETWORK 1600)

NTS

SCALE:2

PIPE HEADWALL, ENDWALL WINGWALL STRUCTURE (STORM NETWORK 1500)

NTS