36C10F18R0581-058.pdf

4" DIA. PERFORATED HDPE

SUBDRAIN PIPE. SEE LC107 -

LC109 FOR INVERT ELEVATIONS

AND % SLOPE

CAP END

VARIES, SEE PLANS

COLUMBARIUM FOOTING, SEE STRUCTURAL

NATURAL STONE

VENEER DIVIDER

WALL

COLUMBARIUM

NICHES

NATURAL STONE

VENEER END WALL

COLUMBARIUM FOOTING,

SEE STRUCTURAL

2" MIN.

CLEARANCE

EQ.

EQ.

NATURAL STONE VENEER

DIVIDER WALL

4" DIA. PERFORATED

HDPE SUBDRAIN PIPE

COMPACTED

AGGREGATE BASE

THICKENED EDGE

CONCRETE SIDEWALK.

SEE 6/CR501

2" EXPANSION JOINT

4" DIA. PERFORATED HDPE

SUBDRAIN PIPE

COLUMBARIUM NICHES

END WALL (BEYOND)

COLUMBARIUM FOOTING,

SEE STRUCTURAL

THICKENED EDGE

CONCRETE SIDEWALK

PEA GRAVEL FLOWER STRIP

WRAPPED IN GEOTEXTILE

FABRIC

COMPACTED

AGGREGATE BASE

EQ.

EQ.

SEE

PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F ile

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-ei g h th in ch o n e fo o t o n e-q u ar te r in ch o n e fo o t th re e-ei g h th in ch o n e fo o t o n e-h al f in ch o n e fo o t th re e-q u ar te rs in ch o n e fo o t

6" o n e in ch o n e fo o t o n e an d o n e-h al f in ch o n e fo o t th re e in ch es o n e fo o t

6"

6"

6"

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 1

CS501y:

\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

T A

IL

S

.d w g

/2 5/

2:

P

M

CD EH

SCALE:4

STORM DRAIN OUTFALL

N.T.S. SCALE:5

LOW IMPACT DEVELOPMENT BIORETENTION FILTRATION TRENCH

N.T.S.

SCALE:3

COLUMBARIUM PERFORATED UNDERDRAIN PIPE

1/2" = 1' (30"x42" PAPER)SCALE:1

STORM DRAIN MANHOLE

N.T.S. SCALE:2

STORM DRAIN MANHOLE FRAME AND COVER

N.T.S.

SCALE:6

PERFORATED UNDERDRAIN PIPE

N.T.S.

0 1' 2' 4'

COLUMBARIUM PLAN

SECTION A-A' SECTION B-B'

A-A'

CS501

B-B'

CS501

262148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F ile

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-ei g h th in ch o n e fo o t o n e-q u ar te r in ch o n e fo o t th re e-ei g h th in ch o n e fo o t o n e-h al f in ch o n e fo o t th re e-q u ar te rs in ch o n e fo o t

6" o n e in ch o n e fo o t o n e an d o n e-h al f in ch o n e fo o t th re e in ch es o n e fo o t

6"

6"

6"

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 2

CS502y:

\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

T A

IL

S

.d w g

/2 5/

2:

P

M

CD JN

SCALE:2

STORM DRAIN CURB INLET- TYPE A PIPES > 24"

NTS SCALE:3

CURB INLET TYPE A

NTS SCALE:4

FIELD INLETS

NTS

SCALE:5

STORM DRAIN CURB INLET- TYPE A PIPES < 24"

NTS

SCALE:1

STORM DRAIN CURB INLET- TYPE A PIPES < 24"

NTS

SCALE:6

STORM DRAIN CURB INLET- TYPE A PIPES < 24"

NTS

REFER TO STORM

DRAIN PLAN SHEET

FOR RIM ELEVATIONS.

REFER TO STORM

DRAIN PLAN SHEET

FOR RIM ELEVATIONS.

4" F

O R

2"

-2 4"

P

IP

E 6"

F O

R

0" -6

0" P

IP

E

6"

M

IN

. C O

V E

R T

O R

IG

ID

P A

V E

M E

N T

, H

M

IN

. C O

V E

R T

O F

LE

X

IB

LE

P A

V E

M E

N T

, H

RECOMMENDED MINIMUM TRENCH WIDTHS

MINIMUM RECOMMENDED COVER BASED ON

VEHICLE LOADING CONDITIONS**

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER

**SEE BACKFILL REQUIREMENTS IN NOTE 6.

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW

APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH

BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm).

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT

LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR

MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.

MIN. TRENCH WIDTH

(SEE TABLE)

MAXIMUM RECOMMENDED COVER BASED

ON VECHICLE LOADING CONDITIONS

FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD

RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE

FOLLOWING ASSUMPTIONS:

NO HYDROSTATIC PRESSURE,

UNIT WEIGHT OF SOIL (Ys) = 120 PCF

SCALE:7

BEDDING METHODS FOR HDPE PIPE

NTS

262149

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

F ile

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-ei g h th in ch o n e fo o t o n e-q u ar te r in ch o n e fo o t th re e-ei g h th in ch o n e fo o t o n e-h al f in ch o n e fo o t th re e-q u ar te rs in ch o n e fo o t

6" o n e in ch o n e fo o t o n e an d o n e-h al f in ch o n e fo o t th re e in ch es o n e fo o t

6"

6"

6"

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 3

CS503y:

\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

T A

IL

S

.d w g

/2 5/

2:

P

M

CD EH

4" M

IN

4"

M

IN

M A

X

M

IN

12" MIN.

M

IN

M

IN

M

IN

M

IN

M

IN

M

IN

9"

MIN.

9"

MIN.

18" MIN.

S

NOTES

1. SEE PROJECT PLANS FOR INVERT ELEVATION.

2. PIPE AND FITTINGS, EXCEPT AS OTHERWISE SHOWN ON HEREON, SHALL BE OF THE SAME MATERIAL AS THE SEWER, UNLESS APPROVED ADAPTERS ARE UTILIZED AND MAY BE ANY OF THE FOLLOWING:

A. VC PIPE

B. PE PIPE

C. ABS SOLID PIPE

D. ABS COMPOSITE PIPE

E. PVC PLASTIC PIPE

3. PIPES AND FITTINGS SHALL BE PROPERLY ALIGNED AND MAINTAINED WHILE CONCRETE IS BEING PLACED AND ALLOWED TO HARDEN. JOINTS FOR PIPES AND FITTINGS SHALL BE MADE PRIOR TO PLACING CONCRETE. CONCRETE FOR BEDDING, ENCASEMENT, AND WALL SUPPORT FOR PIPES AND FITTINGS SHALL BE PLACED UNIFORMLY AROUND

THE PIPE AND FITTINGS AS SHOWN HEREON TO MAINTAIN PROPER ALIGNMENT.

4. THE ACCESS FRAME, COVER AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE DRILLED OUT OR MAY BE

BLOCKED OUT PRIOR TO CASTING; THEY SHALL NOT BE PUNCHED OUT.

5. THE CONTRACTOR, AT HIS OPTION, MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS AS

SHOWN HEREON.

COVER

FRAME

CONCRETE

COLLAR MAY BE

SQUARE OR

CIRCULAR

CONCRETE WALL

SUPPORT FOR TRAFFIC

LOAD CONDITIONS

CONCRETE BASE

COVER AND FRAME ALHAMBRA FDRY.

A-1240 OR APPROVED EQUIVALENT

PAVEMENT PER PLAN CONCRETE

SUPPORT MAY BE LOWERED

ACCESS CAP (11" DIA. x 1/2" THICK WITH

3/4" FINGER HOLE IN CENTER)

CONC. COLLAR MAY BE

SQUARE OR CIRCULAR

OPTIONAL CONSTRUCTION JOINT

RISER SHALL BE THE SAME AS MAIN PIPE

DIAMETER BUT NOT LARGER THAN 6"

INSTALL CAP & MORTAR IF

TERMINAL CLEANOUT. INSTALL

PIPE IF IN-LINE CLEANOUT

FINISHED GRADE FULL

HEIGHT SUPPORT

CONC. WALL SUPPORT

CONC. WALL AND BASE

SUPPORT FOR TRAFFIC

LOAD CONDITION

MAIN PIPE

1/8 BEND

WYE

UNDISTURBED EARTH

INVERT ELEV.

PER PLAN

2" M

IN

2" M

IN

TOP ELEVATION

PER PLAN

HEAVY DUTY - TRAFFIC

APPLICATION

PEDESTRIAN AREA APPLICATION

PAVEMENT SECTION

ZURN Z-1474 HEAVY DUTY

CLEANOUT

OR APPROVED EQUIVALENT

CONCRETE SUPPORT 21" OUTSIDE DIA.

USE AND APPLICATION MAY

REQUIRE GAS AND/OR WATER

TIGHT THREADED PLUG

RISER SHALL BE THE

SAME AS MAIN PIPE DIA.

BUT NOT LARGER THAN 6"

U.O.N

INSTALL CAP AND

MORTAR IF TERMINAL

CLEANOUT. INSTALL PIPE

IF IN-LINE CLEANOUT.

INVERT ELEVATION PER PLAN

FINISH GRADE

ZURN "LEVEL-TROL"

ADJUSTABLE FLOOR CLEANOUT

MODEL ZN-1400, OR APPROVED

EQUIVALENT

PAVEMENT SECTION

THREAD SHIELD

REMOVABLE AFTER

SLAB IS POURED

TRAFFIC LOAD

CONDITION CONCRETE

SUPPORT

SANITARY WYE

SPECIFIED PIPE PER PLAN

SCALE:1

STANDARD CLEANOUT

NTS SCALE:2

CLEANOUT SHALLOW DEPTH- 38" OR LESS

NTS

M

IN

RISER SHALL BE 4" DIAMETER PVC SCH.

40 AND FLUSH WITH CONCRETE WALK.

TOP ELEVATION PER PLAN.

FINISHED GRADE

CONCRETE WALK

OUTLET PIPE

45 DEG.

BENDS

COLUMN FOOTING FOR

COMMITTAL SHELTER

INVERT ELEV.

PER PLAN

2" M

IN

SCALE:4

COMMITTAL SHELTER ROOF DRAIN INTAKE

NTS

CONTINUOUS 6" DIA.

PERFORATED HDPE DRAIN PIPE.

PERFORATIONS POINTED UP.

INVERT PER PLAN. (MIN SLOPE 1.0%).

2" DRAINAGE FILL

6" NATIVE

BACKFILL

CONTINUOUS 10" WIDE TRENCH OF

NO. 3 COARSE AGGREGATE PER

S.S.P.W.C. SEC. 200-1.4

SCALE:3

PERFORATED UNDERDRAIN AT COMMITTAL SHELTER

NTS

BERMING BARRIER CURB

WRAPPED IN GEOTEXTILE FILTER

FABRIC "MIRAFI 140N" OR

APPROVED EQUAL.

SCALE:5

PUMP OUTLET STRUCTURE

NTS

INV = 56.54

INV = 56.00

INV = 63.2

TOP OF SHIELD = 65.0

STAINLESS STEEL

SCOUR SHIELD

BOTTOM OF SHIELD = 60.0

62"

STAINLESS STEEL

SCOUR SHIELD

60" DIA. ROUND

ALL PIPES TO HAVE BOOTED CONNECTIONS

36" TIDEFLEX INSTALLED

25 LF DOWNSTREAM

FROM MANHOLE

SEE 1/CS506

RIM = 67.60

262150