36C78619B0014-0001004.pdf

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Attached to: Grave Expansion- Roseburg Nat'l Cemetery
Solicitation number: 36C78619B0014
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78619B0014 0001 190530 Roseburg 902-008 Bid Drawings - 4of5.pdf

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PUMP HOUSE

3'-3

7'-

PUMP HOUSE

3'-3

7'-

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d w g

0 60' 120'

SCALE:

GRADING OVERALL

1" = 60' (30" x 42" PAPER SIZE)

CG-102

CG-103

CG-104

CG-105

CG-106

CG-108

CG-109

CG-107

GENERAL NOTES

1. ALL NEW STORM CATCH BASINS TO BE 48"

ROUND WITH A CASTING R-2595 CASTING

GRATE A FROM THE NEENAH FOUNDARY

CATALOG OR APPROVED EQUAL PER

DETAIL 1 & 2 OF SHEET CG-501.

GRADING OVERALL

CG-101

28GJ BF

AutoCAD SHX Text

14" PRESSURE PIPE

AutoCAD SHX Text

POSSIBLE EASEMENT PER VA PROVIDED RECORD PLANS

AutoCAD SHX Text

14" PRESSURE PIPE

AutoCAD SHX Text

450.6±

450.2±

450.5±

450.9±

448.4±

448.6±

448.2±

448.3±

447.5±

448.4±

451.2±

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 1

1" = 10' (30" x 42" PAPER SIZE)

C.O.

R. 450.7

I. 445.1

C.O.

R. 450.1

I. 445.0

C.O.

R. 448.1

I. 445.3

C.O.

R. 448.5

I. 445.5

C.O.

R. 450.5

I. 446.0

C.O.

R. 450.0

I. 445.7

C.O.

R. 449.9

I. 445.3

KEY NOTES

INSTALL 45° 6X6 WYE AS SHOWN

INSTALL INLET PROTECTION

DOWNSTREAM OF CONSTRUCTION

INSTALL BIOROLL AT CONSTRUCTION

LIMITS

RESTORE DISTURBED AREA WITH 6"

TOPSOIL, SOD & IRRIGATION

T Y

L I N

CONSTRUCTION

LIMITS (TYP)

D P

R A

I N

T I

APPROXIMATE

LINE OF FLOOD

ZONE AREA

EX-M

CORE DRILL AND

CONNECT TO

EXISTING STRUCTURE

I. 444.3±

CG-501

(TYP.)

T E

PROTECT

EXISTING

SIDEWALK

PROTECT

EXISTING

TREES (TYP.)

PROPOSED ACCESS

ROAD. SEE SHEET C-106

PROTECT EXISTING

IRRIGATION MAIN

PER AS-BUILT

DRAWINGS

PROTECT EXISTING

IRRIGATION MAIN &

FORCEMAIN (TYP.)

PROTECT EXISTING

UNDERGROUND

UTILIITES (TYP.)

CG-501

(TYP.)

GRADING ENLARGEMENT 1

CG-102

29GJ BF

AutoCAD SHX Text

RIM=447.5 INV=443.8

AutoCAD SHX Text

FILLED WITH WATER

AutoCAD SHX Text

NO VISIBLE OUTLET

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

14" PRESSURE PIPE

AutoCAD SHX Text

POSSIBLE EASEMENT PER VA PROVIDED RECORD PLANS

AutoCAD SHX Text

RIM=447.4 N. INV=444.3 E. INV=444.3 S. INV=444.1 W. INV=444.4

AutoCAD SHX Text

RIM=447.4 N. INV=444.3 E. INV=444.3 S. INV=444.1 W. INV=444.4

3'- 35 8"

451.2±

CBMH-4

RIM 455.20

I. 452.00 (12" OUT)

55 LF -

12" RCP CL V

@ 0.55%

CBMH-3

RIM 456.30

I. 451.70 (12" IN)

I. 451.70 (12" OUT)

F R

C P

C L V

STMH-2

RIM 454.50

I. 451.00 (12" IN)

I. 451.00 (12" OUT)

97 LF -

12" RCP CL V

@ 0.93%

FES-1

I. 450.10 (12" IN)

456.5±

456.6±

457.3±

456.8±

HP 456.1

456.35

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 2

1" = 10' (30" x 42" PAPER SIZE)

KEY NOTES

INSTALL 6X6 WYE & ROUND TO

ADVANTEDGE ADAPTERS FOR ALIGNMENT

AS SHOWN

EXISTING UNDERGROUND ELECTRICAL LINE

TO REMAIN IN PLACE (PROTECT).

PROTECT EXISTING CONCRETE WALK.

REPLACE IN-KIND IF DAMAGED DURING

CONSTRUCTION AT NO EXPENSE TO THE

OWNER.

FULL DEPTH SAWCUT AT CONCRETE WALK

JOINT. REPLACE PANELS AS NEEDED FOR

INSTALLATION OF STORM SEWER.

MAINTAIN SEPARATION BETWEEN SANITARY

AND STORM SEWER. PROTECT EXISTING

SANITARY SEWER.

INSTALL BIOROLL AT CONST. LIMITS

RESTORE DISTURBED AREA WITH 6"

TOPSOIL, SOD & IRRIGATION SYSTEM

REPAIR

C.O.

R. 458.0

I. 455.0

D P

D V

A N

E D

C.O.

R. 456.0

I. 453.0

CONSTRUCTION LIMITS

TRENCH

DRAIN

CG-501

(TYP.)

CG-501

C.O.

R. 458.1

I. 455.0

E X

I S

T I N

O N

A L K

C E

EXISTING IRRIGATION MAIN PER

AS-BUILT DRAWINGS (TYP.)

PROTECT EXISTING

IRRIGATION MAIN (TYP.)

CG-501

(TYP.)

C.O.

R. 456.0

I. 453.0

6" P V

C D

R A

TILE

1.0%

GRADING ENLARGEMENT 2

CG-103

30GJ BF

AutoCAD SHX Text

INV=449.9

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=453.0 NE. INV=447.1 SW. INV=447.0

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=451.8 E. INV=446.9 W. INV=446.8

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=453.0 NE. INV=447.1 SW. INV=447.0

AutoCAD SHX Text

RIM=451.8 E. INV=446.9 W. INV=446.8

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

EX SAN R. 454.1 I. 450.3 (E) I, 448.3 (W)

AutoCAD SHX Text

EX. 8" PVC SAN @ 1.67%

AutoCAD SHX Text

EX. 8" PVC SAN @ 1.18%

AutoCAD SHX Text

EXISTING STORMWATER POND HWL = 450.1

EXISTING FLAG ASSEMBLY AREA

CBMH-5

RIM 456.80

I. 451.15 (12" IN)

I. 451.15 (12" OUT)

CBHM-6

RIM 454.81

I. 451.59 (12" OUT)

32 LF -

12" RCP CL V

@ 0.50%

HP 455.1

455.7±

458.6±

458.7±

457.8±

456.4±

455.0±

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 3

1" = 10' (30" x 42" PAPER SIZE)

KEY NOTES

PROTECT EXISTING HEADSTONES

DURING CONSTRUCTION

MATCH PROPOSED GRADE TO BACK OF

CONCRETE CURB (TYP.)

INSTALL BIOROLL @ CONST. LIMITS

RESTORE AREA W/ 6" TOPSOIL

SOD & IRRIGATION REPAIR

PROTECT EXISTING GRID MONUMENT &

CLEANOUT

REMOVE & REPLACE GRAVESITE GRID

MONUMENT

INSTALL INLET PROTECTION DOWN

STREAM OF CONSTRUCTION.

PROTECT EXISTING UNDERDRAIN (TYP.)

EX-A

CORE DRILL AND

CONNECT TO EXISTING

STRUCTURE

I. 451.0±

C.O.

R. 457.8

I. 454.8

CONSTRUCTION

LIMITS

CG-501

C-507

M A

C.O.

R. 455.2

I. 452.2

12" HDPE

ADVANEDGE

@ 1.0%

EXISTING IRRIGATION

MAIN PER AS-BUILT

DRAWINGS (TYP.)

CG-501

GRADING ENLARGEMENT 3

CG-104

31GJ BF

EXISTING UNDERDRAIN

AS-BUILT DRAWINGS (TYP.)

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

4" DIP

AutoCAD SHX Text

4" DIP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=453.0 NE. INV=447.1 SW. INV=447.0

AutoCAD SHX Text

RIM=454.9 N. INV=447.6 E. INV=447.8 SW. INV=447.5

AutoCAD SHX Text

RIM=457.8 NE. INV=453.5 INV=453.5 E. INV=453.3 SE. INV=451.2 NW. INV=451.0

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

EXISTING PPC SECTION 1

CBMH-7

RIM 463.00

I. 459.30 (12" OUT)

30 LF -

12" RCP CL V

@ 2.00%

463.6±

463.9±

464.5±

463.8±

464.0±

465.4±

465.9±

465.5±

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 4

1" = 10' (30" x 42" PAPER SIZE)

KEY NOTES

PROTECT EXISTING IN GROUND CREMAINS

DURING CONSTRUCTION (TYP.)

INSTALL & MAINTAIN BIOROLL @ CONST.

LIMITS

RESTORE DISTURBED AREA W/ 6" TOPSOIL

SOD & IRRIGATION REPAIR

REMOVE & REPLACE GRAVESITE GRID

MONUMENT

INSTALL INLET PROTECTION DOWN

STREAM OF CONSTRUCTION

PROTECT EXISTING WATERMAIN IN-PLACE

C.O.

R. 465.5

I. 462.5

C.O.

R. 464.1

I. 461.1

CG-501

(TYP.)

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

EX-B

CORE DRILL AND

CONNECT TO

EXISTING STRUCTURE

I. 458.7±

C-507

EXISTING IRRIGATION

MAIN PER AS-BUILT

DRAWINGS (TYP.)

EX-C

GRADING ENLARGEMENT 4

CG-105

32GJ BF

EXISTING 1" PVC

WM PER AS-BUILT

DRAWINGS (TYP.)

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

RIM=464.0 (BEEHIVE) W. INV=455.2

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=463.6 N. INV=461.3 NE. INV=455.3 SW. INV=455.2

AutoCAD SHX Text

RIM=462.8 N. INV=454.7 SE.INV=460.5 SW. INV=454.4

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=463.9 NW. INV=458.9 12" RCP

AutoCAD SHX Text

EXISTING IGC SECTION 6

CBMH-8

RIM 463.43

I. 459.70 (12" OUT)

HP 469.3

CBMH -9

RIM 466.00

I. 459.67 (12" OUT)

27 LF -

12" RCP CL V

@ 1.00%

4.0

467.8

465.6

466.6

465.7

466.3

467.4

468.6

469.3

468.9

467.9

466.3

467.3

468.3

468.7

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 5

1" = 10' (30" x 42" PAPER SIZE)

KEY NOTES

MATCH PROPOSED GRADE TO BACK OF

CONCRETE CURB (TYP.)

INSTALL AND MAINTAIN BIOROLL @

CONSTRUCTION LIMITS.

INSTALL AND MAINTAIN INLET

PROTECTION DOWN STREAM OF

CONSTRUCTION.

CONTINUE GRADE EXTENDING 5'

BEYOND I.G.C. LIMITS.

PROTECT EXISTING 1" PVC WATERMAIN

IN PLACE

MAINTAIN 18" VERTICAL SEPARATION

BETWEEN WATER AND STORM. VERIFY

EXISTING WATERMAIN IS LOCATED 3.5'

BELOW EXISTING GRADE.

EX-D

CORE DRILL AND

CONNECT TO EXISTING

STRUCTURE I. 458.9±

EX-F

CORE DRILL

AND CONNECT

TO EXISTING

STRUCTURE

I. 459.4±

CONSTRUCTION

LIMITS (TYP.)

CG-501

C.O.

R. 468.9

I. 465.9

C.O.

R. 466.0

I. 463.0

I N

C.O.

R. 464.8

I. 462.2

I N

TEST PIT 3

SEE SHEET B-101 FOR

MORE INFORMATION

TEST PIT 4

SEE SHEET B-101 FOR

MORE INFORMATION

PROTECT

EXISTING TREE

TYP.

CG-501

TYP.

I N

C.O.

R. 469.0

I. 466.0

EXISTING IRRIGATION

MAIN PER AS-BUILT

DRAWINGS (TYP.)

GRADING ENLARGEMENT 5

CG-106

33GJ BF

AutoCAD SHX Text

RIM=463.4 NE. INV=457.1 SE. INV=457.8 SW. INV=460.1 W. INV=456.5

AutoCAD SHX Text

RIM=463.9 NW. INV=458.9 12" RCP

AutoCAD SHX Text

RIM=463.4 SE. INV=458.6 SW. INV=460.8 NW. INV=458.6

AutoCAD SHX Text

RIM=465.5 N. INV=459.1 S. INV=462.4 SW. INV=459.0

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" PVC

CBMH-13

RIM 472.88

I. 465.90 (12" IN)

I. 464.14 (18" IN)

I. 464.14 (18" OUT)

474.9±

474.8±

475.1

474.9

474.8

474.85

475.0

474.9

475.0

474.9

475.0

475.1

475.0

475.1

474.8

475.0

474.9

474.7

474.75

474.7

474.8

474.85

474.8

474.5

474.6

474.7

474.85

474.8

474.65

474.65474.65

474.65

474.85

474.8

474.65

474.65 474.65

474.8

475.0

474.7

4:1

1.7%

1.9%

1.8%

1.9%

474.9

474.95

475.0

474.95

474.8

474.80

CB-14

RIM 474.60

I. 466.40 (12" OUT)

I. 466.40 (12" IN)

CBMH-12

RIM 474.40

I. 467.40 (8" IN)

I. 466.20 (12" OUT)

I. 466.20 (12" IN)

39 LF -

8" HDPE

@ 4.00%

CBMH-11

RIM 474.39

I. 468.98 (8" IN)

I. 468.98 (8" OUT)

CB-10

RIM 474.40

I. 470.40 (8" OUT)

474.85474.85

35 LF -

8" HDPE PIPE

@ 4.00%

45° BEND

HP 474.8

474.8±

474.9±

CB-15

RIM 474.00

I. 466.18 (12" OUT)

37 LF -

12" HDPE PIPE

@ 0.53%

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 6

1" = 10' (30" x 42" PAPER SIZE)

KEY NOTES

CONSTRUCT CBMH-13 OVER EXISTING

18" RCP AT ELEVATION 464.1±.

INSTALL AND MAINTAIN BIOROLL @

BASE OF CONSTRUCTION FENCE ON

CONSTRUCTION SIDE.

INSTALL AND MAINTAIN INLET

PROTECTION DOWNSTREAM OF

CONSTRUCTION.

CONSTRUCTION

LIMITS (TYP.)

TEST PIT 1

SEE SHEET B-101 FOR

MORE INFORMATION

EX-I

RE-CONSTRUCT

MANHOLE TO RIM

ELEVATION = 474.4

SWALE ℄

EXISTING IRRIGATION MAIN PER

AS-BUILT DRAWINGS (TYP.)

0 10' 20'

SCALE:

COLUMBARIUM DRAINTILE ENLARGEMENT

1" = 10' (30" x 42" PAPER SIZE)

CG-501

COLUMBARIA

CLEANOUT (TYP.)

COLUMBARIA

CLEANOUT (TYP.)

COLUMBARIA

CLEANOUT (TYP.)

COLUMBARIA

CLEANOUT (TYP.)

COLUMBARIA

CLEANOUT (TYP.)

CG-501

EX-H

EX-J

EX-K

GRADING ENLARGEMENT 6

CG-107

34GJ BF

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

RIM=468.5 N. INV=465.4 NE. INV=463.0 S. INV=462.3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

RIM=474.6 E. INV=467.1 W. INV=466.6

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=474.8 SE. INV=466.0 SW. INV=465.3

AutoCAD SHX Text

EXISTING 1" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

RIM=474.6 E. INV=467.1 W. INV=466.6

AutoCAD SHX Text

12" RCP

RIM=474.8 SE. INV=466.0 SW. INV=465.3

CB-16

RIM 474.00

I. 470.30 (12" OUT)

HP 474.9

474.9±

474.8±

474.9±

474.6±

474.1±

475.0±

474.9±

475.0±

474.85

475.0

474.8±

474.9±

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 7

1" = 10' (30" x 42" PAPER SIZE)

KEY NOTES

PROTECT EXISTING COLUMBARIUM

THROUGHOUT CONSTRUCTION.

REPLACE IN KIND IF DAMMAGED AT NO

EXPENSE TO THE OWNER (TYP)

INSTALL & MAINTAIN BIOROLL @ CONST.

LIMITS

RESTORE DISTURBED AREA W/ 6"

TOPSOIL

SOD & IRRIGATION REPAIR

PROTECT EXISTING TREES

INSTALL AND MAINTAIN INLET

PROTECTION DOWNSTREAM OF

CONSTRUCTION.

EX-L

CORE DRILL AND CONNECT

TO EXISTING STRUCTURE

I. 467.3±

CONSTRUCTION

LIMITS (TYP.)

MATCH

PROTECT EXISTING

IRRIGATION MAIN PER

AS-BUILT DRAWINGS

(TYP.)

GRADING ENLARGEMENT 7

CG-108

35GJ BF

AutoCAD SHX Text

RIM=474.6 E. INV=468.4 W. INV=468.1

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=474.8 SE. INV=466.0 SW. INV=465.3

AutoCAD SHX Text

RIM=472.5 W. INV=463.6

AutoCAD SHX Text

RIM=472.5 W. INV=463.6

AutoCAD SHX Text

RIM=474.8 SE. INV=466.0 SW. INV=465.3

AutoCAD SHX Text

EXISTING 1" PVC WM

7'-1 15 8"

473.1±

473.0±

472.9±

472.8

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ADJACENT PROPERTY

BUILDING SETBACKS

PROPOSED STORM SEWER

PROPOSED DRAINTILE

OR ADVANEDGE

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM MANHOLE

PROPOSED ACCESS DRIVE

EXISTING DECIDUOUS

TREES

EXISTING CONIFEROUS

TREES

INLET PROTECTION

CG-501

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

G d

0 10' 20'

SCALE:

GRADING ENLARGEMENT 8

1" = 20' (30" x 42" PAPER SIZE)

KEY NOTES

INSTALL 15X6 SADDLE WYE AS SHOWN

OR INSERTA-TEE. CORE DRILL INTO SIDE

OF EXISTING 15" RCP STORM DRAIN

PROTECT EXISTING CONCRETE WALK.

REPLACE IN-KIND IF DAMAGED DURING

CONSTRUCTION AT NO ADDITIONAL COST

TO THE GOVERNMENT.

FULL DEPTH SAWCUT AT CONCRETE

WALK JOINT. REPLACE PANELS AS

NEEDED FOR INSTALLATION OF STORM

SEWER.

INSTALL AND MAINTAIN BIOROLL @

CONSTRUCTION LIMITS

RESTORE DISTURBED AREA W/ 6"

TOPSOIL SOD & IRRIGATION REPAIR

PROTECT EXISTING TREES

INSTALL AND MAINTAIN INLET

PROTECTION DOWNSTREAM OF

CONSTRUCTION.

CONSTRUCTION

LIMITS (TYP.)

CG-501

TRENCH

DRAIN

CG-501

I. 463.4

I. 467.8

PROTECT EXISTING

IRRIGATION MAIN PER

AS-BUILT DRAWINGS

(TYP.)

EX-L

GRADING ENLARGEMENT 8

CG-109

36GJ BF

AutoCAD SHX Text

RIM=472.5 W. INV=463.6

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

RIM=472.5 W. INV=463.6

AutoCAD SHX Text

15" RCP

SECONDARY GCL COLLAR

PRIMARY GCL LAYER

HORIZONTAL PIPE

NOTE: SOIL COVER NOT SHOWN.

PRIMARY GCL LAYER

COMPACTED SUBGRADE

SECONDARY GCL COLLAR, 12" OVERLAP

GRANULAR BENTONITE

HORIZONTAL PIPE

SOIL COVER

STRUCTURE LC

PRECAST CONCRETE

MANHOLE SECTION

ADJUST TO FINISH GRADE

W/ MH BRICK OR

CONCRETE GRADE RINGS

1/2" POINTING

R-2595-A NEENA FOUNDARY

FRAME AND GRATE

APPROVED EQUAL

SLOPE 1" TO 6"

CONCRETE FILL

MORTAR

FOUNDATION SLAB (TYP.)

6" PRECAST OR 8" CAST

IN PLACE

1/12 DIA.

MIN.

1'-4"

MAX.

TYP.

8" MIN.

12" MAX.

2', 3', & 4'

ECCENTRIC CONES

OR FLAT SLAB

RIM ELEV.

GRANULAR

BACKFILL

MIN.

UNLESS OTHERWISE

NOTED ON PLANS

7 14"

FLOW CHANNEL

GROUT OPENING

WATER TIGHT

' F

" P

E, ' F

" A

" P

4 TIMES PIPE DIAMETER

EXTEND RIPRAP 1' BEYOND END OF

FLARED END SECTION AT FULL DEPTH

FLARED END SECTION

RIPRAP STRIP AROUND BASIN

RIPRAP AT FLARED END SECTION DETAIL

EXTEND RIPRAP ON SIDE

SLOPE TO TOP OF FLARED

END SECTION OPENING

RIPRAP TOP SET AT 449.5

RIPRAP BASE SET AT 448

12"

TOPSOIL AND SEED

16" DEEP RIPRAP

FINISH GRADE

PIPE

SECTION

PIPE: EXTEND RIPRAP

1' BEYOND END

OF DISCHARGE

PIPE AND ON

(CONTINUOUS)

RIPRAP GEOTEXTILE

4 TIMES PIPE DIAMETER

PLAN

FLARED END SECTION

SEE CHART FOR LENGTH

OR AS INDICATED

ON PLANS

CLEARED AND GRUBBED

SUBGRADE

SIDE SLOPE TO

TOP OF PIPE

CULVERT (PIPE) WITH

FLARED END SECTION

CULVERT

SIZE, DIA.

INCH.

MIN. DEPTH

AND WIDTH

MIN.

LENGTH

FEET

12-18

1 X 4 1 X 6 1 X 7

ROCK LINING FOR CULVERT OUTLETS

FEET

NOTE:

CONTRACTOR TO SUBMIT SAMPLE OF RIPRAP, 6 TO 12" DIA

FOR REVIEW AND APPROVAL BY COR

CLEANOUT - END OF LINE

45° BEND

FINISH GRADE

45° BEND

THREADED PLUG END

PVC RISER

CLEANOUT - IN LINE / CONNECTION POINT

THREADED PLUG END

MATERIAL PER PLAN

TEE

FINISH GRADE

45° BEND

MATERIAL PER PLAN

WYE

MAINLINE

NOTE:

CONTRACTOR TO PROVIDE

AS-BUILT COORDINATES OF

ALL CLEANOUT LOCATIONS

TO COR.

6" DEEP BY 18" DIA.

CONCRETE RING

CAST IRON FRAME &

GRATE, MARKED C.O.

OR BLANK

CAST IRON FRAME

MAIN LINE

O.D. £ 12", W=30" O.D.=15"-24",W=O.D.+18" O.D.=30"-36",W=O.D.+24"

80/20 PLANTING MEDIA (NON

PAVED AREAS) GRANULAR

BACKFILL (PAVED AREAS)

SLOPE PER OSHA SAFETY

STANDARDS

GRANULAR DRAINAGE

BACKFILL MATERIAL

TO WITHIN 12" OF SURFACE

W=MAX.

TRENCH

WIDTH

4 O.D.

MIN. 4"

MAX 8"

UNDISTURBED SOIL

12" FINISHED

SURFACE

FINISHED GRADE

SEE PLANS FOR MATERIALS

1' MIN. O.D.

80/20

PLANTING

MEDIA

NONWOVEN

TYPE 1

DRAINAGE

GEOTEXTILE.

OVERLAP 12"

MIN

B c

18"

Bc/8, 4" MIN

GRANULAR DRAINAGE

BACKFILL MATERIAL

PERFORATED PIPE SLOPED

TO OUTLET AS SHOWN ON

PLANS (0.5% MIN.)

TYPICAL BEDDING SECTION

LINE OF TRENCH

SIDES PER OSHA

REQUIREMENTS

4" MIN.

6.1"

SECTION A-A

V A

R I E

12" RCP PIPE (TYP.) SLOPE PER PLAN

CONCRETE SIDE WALK WIDTH

ANCHOR STAKE (REBAR)

STRUCTURAL FILL

4" HDPE PIPE

12" RCP PIPE

INSERTA-TEE

OR UNI-T

ACO SlabDrain OR

EQUAL CHANNEL DRAIN

ADA COMPLIANT AND

HEEL SAFE DUCTILE

IRON OR STAINLESS

STEEL GRATE

RISER PIPES IN CONC. WALK

ALIGNED W/ BOTTOM KNOCK-OUT

ON CHANNEL DRAIN

INSERTA-TEE OR UNI-T

ACO SlabDrain OR

EQUAL CHANNEL DRAIN

ADA COMPLIANT AND HEEL SAFE ACO,

OR APPROVED EQUAL, DUCTILE IRON

OR STAINLESS STEEL GRATE

E.J.

UPSTREAM

STRUCTURE

DOWNSTREAM

STRUCTURE

4" CONCRETE SIDEWALK THICKENED TO 8",

4" FROM EITHER SIDE OF CHANNEL DRAIN

NOTES

1. TRENCH MUST BE NO LESS THAN 4" WIDE

2. MINIMUM COVER SHALL BE NO LESS THAN 4"

3. MINIMUM SLOPE TO VARY AS REQUIRED TO

PROVIDE POSITIVE DRAINAGE.

DISTURBANCE OF 36" OR

2 SOD ROLL WIDTHS MAX

12" 80/20 PLANTING MEDIA

WASHED PEA GRAVEL

12" ADVANEDGE PIPE

12"

GEOTEXTILE FABRIC PER

MANUFACTURE

RECOMMENDATIONS

EXISTING

CONCRETE WALK

INVERT PER PLAN

80/20 PLANTING MEDIA

100' MAX

100' MAX.

4" PVC

6"x4" RED.

LONG SWEEP

90° BEND

4" PVC

6"x4" RED.

LONG SWEEP

90° BEND

WYE

PVC C.O. CAP

TOP OF PVC C.O. CAP SHALL BE PLACED 2"

BELOW FINISHED DECORATIVE GRAVEL

SURFACE AS TO HIDE CLEANOUT, BUT

PROVIDE ACCESS AS NEEDED FOR

MAINTENANCE.

3" DEEP

DECORATIVE GRAVEL

DRAINAGE AGGREGATE

MAIN

LINE

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

R A

D I N

I L I T

E T

A I L S d

ISOMETRIC

SECTION

SCALE:

FIBER ROLL PROTECTION

(INLET OF CULVERT)

N.T.S.

SCALE:

CATCH BASIN / STORM MANHOLE SECTION

1/2" = 1'-0" SCALE:

CLEANOUT SECTION

1" = 1'-0" SCALE:

PIPE BEDDING SECTION

1/2" = 1'-0"

SCALE:

UNDERDRAIN SECTION

1" = 1'-0"

SCALE:

FLARED END SECTION

1" = 1'-0"

SCALE:

RIPRAP SECTION & PLAN

1" = 1'-0" SCALE:

HORIZONTAL PIPE PENETRATION DETAIL

( FOR PIPE INTO POND )

1/2" = 1'-0"

SCALE:

TRENCH DRAIN PLAN & SECTION VIEW

N.T.S.

SCALE:

ADVANEDGE DRAINTILE DETAIL

NTS

SCALE:

CLEANOUT - COLUMBARIA FLOWER STRIP

N.T.S.

GRADING & UTILITY DETAILS

CG-501

37GJ BF

Structural Engineering, Electrical Engineering:

AST

7301 Ohms Lane Edina, MN 55439

(952) 854-9302 John Levar

Irrigation:

Aqua Engineering 375 E. Horsetooth R Bldg. 2-202 Fort Collins, CO 80525

(907) 372-6104 Robert Beccard

Cost Estimating:

CPMI

3265 Northwood Circle Suite 170 Eagan, MN 55121

(952) 854-3663 Bryan Bertrand

Geotechnical Engineering:

Applied Geotechnical Engineering & Geologic Consulting 1314-B Center Drive #452 Medford, OR 97501

(541) 226-6658 Robin Warren

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

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

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

ROSEBURG NATIONAL CEMETERY

GRAVESITE EXPANSION

ROSEBURG, OREGON

902CM3008

MAY 9, 2019 OF 59

#15135

BID DOCUMENTS

Office of Design and Construction

Services

I N

83168

OREGON

. J

EXP. JUNE 30, 2019

Stamp y v a n c a r o s e b u r g n a t c e m e t e r y g r a v e s i t e e x p a n s i o n c i v i l c a d f i l e s

H E

E T

S C

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O N

T R

O L d

P M

INITIAL

A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE

MANUAL HAS BEEN REVIEWED T0 COMPLETE THIS ER0SION AND SEDIMENT C0NTR0L PLAN SOME OF THE ABOVE

LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED T0 NOT EFFECTIVELY MANAGE ER0SION

PREVENTI0N AND SEDIMENT C0NTR0L F0R THIS PROJECT BASED ON SPECIFIC SITE CONDITI0NS INCLUING SOIL

C0NDITIONS TOPOGRAPHIC CONSTRAINTS ACESSIBILITY TO THE SITE AND OTHER RELATED CONDITIONS AS THE

PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED

EROSION AND SEDIMENT CONTROL PLANS

SHEET INDEX

RATIONALE STATEMENT

REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF

AVAILABLE BMP'S

BMP MATRIX FOR CONSTRUCTION PHASES

LOCAL AGENCY-SPECIFIC EROSION

CONTROL NOTES:

VICINITY MAP

PROJECT LOCATION: PROPERTY DESCRIPTION:

ATTENTION EXCAVATORS:

SITE MAP

SITE CONDITION MINIMUM FREQUENCY

STANDARD EROSION AND SEDIMENT

CONTROL PLAN DRAWING NOTES:

DEVELOPER

NARRATIVE DESCRIPTIONS

EXISTING SITE CONDITIONS

DEVELOPED CONDITIONS

NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE

* CLEARING (DATES, FROM & TO:_________________________ )

* MASS GRADING (DATES, FROM & TO ___________________________ )

* UTILITY INSTALLATION (DATES, FROM & TO ____________________________ )

* STREET CONSTRUCTION (DATES, FROM & TO_____________________________ )

* FINAL STABILIZATION DATES, FROM & TO______________________________ )

PERMITTEES SITE INSPECTOR

DESCRIPTION OF EXPERIENCE:

FAX:

PHONE:

COMPANY/AGENCY:

EMAIL:

INSPECTI0N FREQUENCY:

NOT TO SCALE

PROJECT SITE

EROSION AND SEDIMENT CONTROL PLAN (ESCP) DRAWINGS

NOT TO SCALE

ENGINEERING & SURVEY FIRM: ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: GARY JOHNSON, PROJECT MANAGER

PHONE: (763) 412-4000

DEVELOPER/OWNER: ROSEBURG NATIONAL CEMETERY

913 NW GARDEN VALLEY BLVD

ROSEBURG, OR 97471

CONTACT:

PHONE:

THE EXISTING SITE IS A RELATIVELY NEW NATIONAL CEMETERY WITH

AN INCLUSION OF IN GROUND BERIALS SECTIONS, FLAG ASSEMBLY

AREA, COLUMBARIUM, P.I.C. BUILDING WITH ROADWAYS COMPLETE

WITH CURB AND GUTTER.

EXPANSION OF THE EXISTING COLUMBARIUM AREA. THE NEW

COLUMBARIUM WILL BE LOCATED SOUTH OF THE EXISTING UNITS.

THE COLUMBARIUM WALLS ARE RELATIVELY LIGHTLY LOADED

STRUCTURES SUPPORTED ON SPREAD FOOTING FOUNDATIONS.

CONCRETE WALKWAYS WILL BE LOCATED ADJACENT TO THE

COLUMBARIA WALLS AND FOR ACCESS TO THE WALLS.

THE NEW IMPROVEMENTS WILL ALSO INCLUDE A CREMAINS BURIAL

AREA. THE BURIAL AREAS WILL BE LOCATED SOUTH/SOUTWEST OF

THE NEW COLUMBARIUM.

A NUMBER OF DRAINAGE IMPROVEMENT AREAS ARE SCATTERED

THROUGHOUT THE PROJECT SITE.

SITE SOIL CLASSIFICATION:

T.B.D.

TEST PIT 1

0.0 TO 2.0 FT MEDIUM STIFF, BROWN CLAYEY SILT; MODERATELY EXPANSIVE, DUFF/ROOTED

ZONE AT GROUND SURFACE.

3.0 TO 4.0 FT MEDIUM STIFF TO STIFF, BROWN SILT, SOME SMALL RIVER GRAVEL, TRACE CLAY AND

SILT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

TEST PIT 2

0.0 TO 2.0 FT MEDIUM STIFF, GRAY CLAYEY SILT; MODERATELY EXPANSIVE, DUFF/ROOTED ZONE AT

GROUND SURFACE.

3.0 TO 4.0 FT MEDIUM STIFF TO STIFF, BROWN SILT; SOME SMALL RIVER GRAVEL, TRACE CLAY AND

SILT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

TEST PIT 3

0.0 TO 1.5 FT FILL: STIFF, BROWN SILT; SCATTERED ANGULAR GRAVEL AND COBBLE, DRY.

1.5 TO 3.0 FT MEDIUM STIFF, GRAY CLAYEY SILT; MODERATELY EXPANSIVE, MOIST.

3.0 TO 4.0 FT MEDIUM HARD (RH-2), BROWN SILTSTONE, CLOSE FRACTURES, SLIGHTLY WEATHERED.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

TEST PIT 4

0.0 TO 2.0 FT FILL: STIFF, BROWN SILT; SCATTERED ANGULAR GRAVEL AND COBBLE, DRY.

1.5 TO 3.0 FT MEDIUM STIFF, GRAY CLAYEY SILT; MODERATELY EXPANSIVE, MOIST.

3.0 TO 4.0 FT MEDIUM HARD (RH-2), BROWN SILTSTONE, CLOSE FRACTURES, SLIGHTLY WEATHERED.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

NOTE: TEST PITS COMPLETED AUGUST 28, 2018. SEE COMPLETE GEOTECHNICAL REPORT BY AGEGC, SEPTEMBER 15, 2018 FOR ADDITIONAL INFORMATION.

RECEIVING WATER BODIES:

NEAREST WATER BODY: SOUTH UMPQUA RIVER

YEAR

BMP'S MONTH #

PIPE SLOPE DRAINS

ENERY DISSIPATERS

TEMPORARY DIVERSION DIKES

CHECK DAMS

TEMPORARY SEEDING AND PLANTING

PERMANENT SEEDING AND PLANTING

MYCRORHIZAE/BIOFERTILIZERS

MULCHES (SPECIFY TYPE)

CONSTRUCTION ENTRANCE

COMPOST BLANKETS

COMPOST SOCKS

COMPOST BERM

SOIL TACKIFIERS

SODDING VEGETATIVE BUFFER STRIPS

SEDIMENT FENCING

EROSION CONTROL BALNKETS & MATS (SPECIFY TYPE)

EARTH DIKES (STABILIZED)

DRAINAGE SWALES

ROCK OUTLET PROTECTION

SEDIMENT TRAP

STRAW WATTLES (LOOSE COMPACTION RICE STRAW)

STORM DRAIN INLET PROTECTION

TEMPORARY OR PERMANENT SEDIMENTATION BASINS

CONTRUCTION ENTRANCE

UNPAVED ROADS GRAVELED OR OTHER BMP ON THE ROAD

DEWATERING (TREATMENT LOCATION, CHEMATIC, & SAMPLING PLAN REQUIRED)

PAVING OPERATIONS CONTROLS

CONCRETE TRUCK WASHOUT

CE-101 STORMWATER POLLUTION PREVENTION PLAN

CE-102 EROSION CONTROL OVERALL

CE-501 EROSION CONTROL DETAILS

TOTAL SITE AREA = 1,895,296 SF = 43.51 ACRES

TOTAL DISTURBED AREA = 96,237 SF = 2.21 ACRES

913 NW GARDEN VALLEY BLVD

ROSEBURG, OR 97471, DOUGLAS

COUNTY, OREGON

LATITUDE = 43.2219

LONGITUDE = -123.3635

TAX LOTS 27061300300

(DOUGLAS COUNTY TAX MAP)

SECTION: S13 T27S R6W,

WILLAMETTE MERIDIAN, OREGON

PLANNING/ENGINEERING/

SURVEYING FIRM

OREG0N LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES

ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE

CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER.

YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BEF0RE COMMENCING AN EXCAVATION CALL 503-246-6699.

· HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC

INSPECTOR.

· ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS.

· INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS.

· REVISIONS TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ OR AGENT IN ACCORDANCE

WITH CURRENT 1200-C PERMIT.

1. ACTIVE PERIOD

2. PRIOR TO THE SITE BECOMING INACTIVE OR IN

ANTICIPATION OF SITE INACCESSIBILITY

3. INACTIVE PERIODS GREATER THAN FOURTEEN (14)

CONSECUTIVE CALENDAR DAYS

4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE

DUE TO INCLEMENT WEATHER

IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A

RELEVANT AND ACCESSIBLE DISCHARGE POINT OR

DOWNSTREAM LOCATION

0NCE EVERY TW0 (2) WEEKS

ONCE T0 ENSURE THAT EROSION AND SEDIMENT CONTROL

MEASURES ARE IN WORKING ORDER ANY NECESSARY

MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING

THE SITE

DAILY WHEN STORMWATER RUN0FF, INCLUDING RUNOFF FROM

SNOWMELT, IS OCCURRING AT LEAST ONCE EVERY TWO (2)

WEEKS REGARDLESS OF WETHER STORMWATER RUNOFF IS

OCCURRING

1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL

EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS

2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD DURING THE

CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS THE OWNER/PERMITTEE

MUST MAINTAIN IN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGATATED CORRIDORS TO BE

DELINEATED WITH ORANCE CONSTRUCTION FENCE OR APPROVED EQUAL.

3. PRIOR TO ANY LAND DISTURBING ACTIVITIE, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION

ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTI0N THESE BMPs MUST BE MAINTAINED FOR THE

DURATION 0F THE PROJECT.

4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND

PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS

5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED

AREA, AND THR0UGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG).

6. THE ESC PLAN MUST BE ΚEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PR0PERLY T0

ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM ROADWAY OR

OTHER PROPERTIES.

7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITI0NS. DURING

THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS . CHANGES TO THE APPROVED ESC PLAN MUST BE

SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT.

8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION 0F

FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES.

9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD.

THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITI0NS OF THE 1200C PERMIT. THIS ESCP AND

GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT

REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PER IT REQUIREMENTS

SUPERCEDE REQUIREMENTS OF THIS PLAN.

1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and sediment control measures and construction limits. (Schedule A.8.c.i.(3))

2. All inspections must be made in accordance with DEQ 1200-C permit requirements.

3. Inspection logs must be kept in accordance with DEQ’s 1200-C permit requirements.

4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local municipality. During inactive periods of greater than seven (7) consecutive calendar days, retain the ESCP at the construction site or at another location.

(Schedule B.2.a)

5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in the ESCP is a violation of the (Schedule A 8.a)

6. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction period, upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment control regulations.

(Schedule A.8.c.ii.(1)(c))

7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all necessary revision to DEQ or Agent. (Schedule A.12.c.iii)

8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion.

(Schedule A 8.c.ii.(1)(d))

9. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation including important trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) & (2))

10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and after grading or construction.Identify the type of vegetative seed mix used. (Schedule A.7.b.iii(1) and A.7.b.iii(3))

11. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed and must remain in place and be maintained, repaired, and promptly implemented following procedures established for the duration of construction, including protection for active storm drain inlets and catch basins and appropriate non-stormwater pollution controls. (Schedule A.7.d.i and A.8.c)

12. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6))

13. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses and for all roadways including gravel roadways. (Schedule A.8.c.ii.(2))

14. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7))

15. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place prior to land-disturbing activities. (Schedule A

7.d.ii.(1) and A.8.c.i(4))

16. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Schedule A.7.d.ii.(3))

17. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. (Schedule

A.7.e.i.(2))

18. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, material delivery and storage controls, trainingand signage, and covered storage areas for waste and supplies. (Sch A 7.e.iii.)

19. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.b.ii)

20. The application rate of fertilizers used to reestablish vegetation must follow manufacturer’s recommendations to minimize nutrient releases to surface Exercise caution when using time-release fertilizers within any waterway riparian zone. (Schedule A.9.b.iii)

21. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant…

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