36C78619B0006-038.pdf

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Attached to: Storm Sewer Repair - Leavenworth National Cemetery
Solicitation number: 36C78619B0006
Issued by: Department of Veterans Affairs National Cemetery Administration

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LEAVENWORTH NATIONAL CEMETERY

LEAVENWORTH, KANSAS

STORM SEWER REPLACEMENT

PROJECT NUMBER: 897CM3021

Department of

Veterans Affairs

N N

SITE LOCATION MAP

CONSTRUCTION AREA MAP

Sheet List Table

Sheet Number Sheet Title

G-101 COVER SHEET

V-101 EXISTING CONDITIONS

O-101

TRAFFIC CONTROL & CONTRACTOR

STAGING

D-101 DEMOLITION PLAN

C-101 SITE PLAN & UTILITIES

C-102 GRADING & EROSION CONTROL PLAN

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

C-504 DETAILS

C-505 DETAILS

C-506 DETAILS

SITE LOCATION

CONSTRUCTION AREA

KANSAS ONE-CALL

CALL 48 HOURS BEFORE DIGGING

811 OR 1-800-344-7233

COVER SHEET

G-101

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_COVER.DWG

AutoCAD SHX Text 26492

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BLDG

EXISTING CONDITIONS

V-101

0 50' 100'

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING SPOT ELEVATION

EXISTING CONCRETE CURB

EXISTING STORM SEWER (2018 SURVEY)

EXISTING SANITARY SEWER (2018 SURVEY)

SURVEY LIMIT (2018)

EXISTING CATCH BASIN (2018 SURVEY)

EXISTING SANITARY MANHOLE (2018 SURVEY)

EXISTING CRYPT UNDER DRAIN

EXISTING UNDERGROUND ELECTRIC

EXISTING CATCH BASINS

EXISTING WATERMAIN

EXISTING SANITARY FORCEMAIN

EXISTING SIGN (2018 SURVEY)

EXISTING DECIDUOUS TREE (2018 SURVEY)

EXISTING CONIFEROUS TREE (2018 SURVEY)

EXISTING TREELINE

EXISTING STORM SEWER

EXISTING TELEPHONE

EXISTING ELECTRIC MANHOLE

EXISTING TELEPHONE MANHOLE

KANSAS ONE-CALL

CALL 48 HOURS BEFORE DIGGING

811 OR 1-800-344-7233

NOTES:

1. THE HORIZONTAL DATUM IS BASED ON THE NAD83, KANSAS STATE

PLANE NORTH ZONE COORDINATE SYSTEM.

2. THE VERTICAL DATUM IS BASED ON EXISTING CONTROL PROVIDED BY

LEAVENWORTH NATIONAL CEMETERY, SITE BENCHMARK, 3.25 INCH

ALUMINUM MONUMENT SET IN CONCRETE ELEVATION = 795.75 FEET.

(SEE SURVEY)

3. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN,

ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE CLIENT

AND/OR BY ABOVE GROUND EVIDENCE. THERE IS NO GUARANTEE AS

TO THE ACCURACY OR THE COMPLETENESS OF THIS INFORMATION.

THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE.

ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION

OF THE EXISTENCE AND LOCATION OF ALL UTILITIES SHOULD BE

OBTAINED FROM THE UTILITY OWNERS PRIOR TO ANY PLANNING OR

DESIGN. IN ACCORDANCE WITH KANSAS STATUTE, THE LOCATION OF

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

4. THE TREE INFORMATION SHOWN HERE ON WAS COLLECTED DURING

THE FIELD SURVEY BY NON-FORESTRY TRAINED ANDERSON

ENGINEERING OF MINNESOTA SURVEY PERSONNEL. TREE SIZES ARE

ESTIMATES, AND THE LOCATIONS ARE ACCURATE TO PLUS OR MINUS

TWO FEET.

5. INFORMATION SHOWN OUTSIDE OF THE SURVEY LIMITS WAS PROVIDED

BY THE LEAVENWORTH NATIONAL CEMETERY.

6. FIELD WORK FOR THIS SURVEY WAS COMPLETED JULY 18, 2018.

LEGEND

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

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RIM=792.3 SW INV=784.5 NE INV=784.3

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RIM=787.6 SW INV=779.7 NW INV=780.9 NE INV=779.5 SE INV=784.5

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RIM=788.16 SE INV=781.6

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RIM=784.6 SW INV=778.6 E INV=778.1

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RIM=783.4 W INV=776.8 NE INV=776.8

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RIM=781.7 SW INV=775.8 NE INV=775.5

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RIM=785.4 SW INV=773.7 SSE INV=782.7 SE INV=773.3 ESE INV=XXX.X

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RIM=784.9 WNW INV=N/A NW INV=772.9 NNW INV=N/A SE INV=772.9

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SITE BENCHMARK: 3.25 INCH ALUMINUM MONUMENT IN CONCRETE, ELEVATION = 792.75 FEET

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I N

O-101

0 100' 200'

TRAFFIC CONTROL &

CONTRACTOR STAGING

KANSAS ONE-CALL

CALL 48 HOURS BEFORE DIGGING

811 OR 1-800-344-7233

LEGEND

CONSTRUCTION LIMIT

CONTRACTOR STAGING AREA

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

INSTALL TEMPORARY TYPE III

BARRICADE SIGNS. SIGNS TO READ

"ROAD CLOSED."

INSTALL TEMPORARY TYPE III

BARRICADE SIGNS. SIGNS TO READ

"ROAD CLOSED."

CONTRACTOR STAGING AREA.

RIVERVIEW DRIVE TO BE CLOSED IN

THIS AREA DURING CONSTRUCTION.

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING CLOSURES. DISCUSS ALL ROAD CLOSURES WITH

CEMETERY STAFF AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE, BARRICADES, AND/OR CONSTRUCTION

FENCING TO PROTECT AREAS OF CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND

GEOTECHNICAL REPORT UNLESS DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE. WHERE WORK IS NOT COVERED BY NCA SPECIFICATIONS, CONTRACTOR TO COMPLY WITH

2015 EDITION OF KDOT STANDARD CONSTRUCTION SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL

INFORMATION ONLY. THE INFORMATION IS NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE

CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS

RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE COR.

11. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION. CONTRACTOR TO

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS NECESSARY.

12. ALL CONSTRUCTION AREAS TO BE FENCED OFF WITH TEMPORARY CHAIN LINK FENCE.

INSTALL TEMPORARY TRAFFIC

SIGN. SIGN TO READ "ACCESS TO

CEMETERY LOOP ROAD."

INSTALL TEMPORARY TYPE III

BARRICADE SIGNS. SIGNS TO READ

"ROAD CLOSED."

INSTALL TEMPORARY TRAFFIC

SIGN. SIGN TO READ "ACCESS TO

CEMETERY LOOP ROAD."

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TYPE III BARRICADE

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DEMOLITION PLAN

D-101

0 50' 100'

APPROXIMATE

EXCAVATION LIMIT BASED ON

USE OF TRENCH BOX.

REMOVE EXISTING CURB &

GUTTER AS NECESSARY FOR

UTILITY EXCAVATION. SAWCUT

CURB & GUTTER BACK TO

NEAREST JOINT.

REMOVE EXISTING

TREE.

PROTECT EXISTING SANITARY

SEWER MANHOLE TO REMAIN.

PROTECT EXISTING

STORM SEWER

MANHOLE TO REMAIN.

REPLACE ASPHALT PAVEMENT

IN-KIND AS REQUIRED FOR UTILITY

REMOVAL.

SAWCUT LINE

(TYP.)

EXISTING DRAINTILE TO REMAIN ONLINE

THROUGHOUT CONSTRUCTION.

CONTRACTOR TO DEWATER AS NECESSARY.

GENERAL NOTES:

1. THIS IS A MAIN STORM SEWER TRUNK LINE AND NEEDS TO REMAIN ON LINE THROUGHOUT

CONSTRUCTION.

2. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE SOIL ENGINEER UNLESS

DIRECTED OTHERWISE.

3. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE. WHERE WORK IS NOT COVERED BY NCA SPECIFICATIONS, CONTRACTOR TO COMPLY WITH

2015 EDITION OF KDOT STANDARD CONSTRUCTION SPECIFICATIONS.

4. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

6. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO ANY LAND DISTURBANCE.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL DEMOLITION ITEMS IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS.

9. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

10. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL

INFORMATION ONLY. THE INFORMATION IS NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE

CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS

RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES.

11. ALL JOINTS & CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE WATER TIGHT. APPROVED

RESILIENT RUBBER GASKETS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS.

12. LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.

13. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE COR.

14. EXISTING UTILITY TIE-IN LOCATIONS AND ELEVATIONS BASED ON EXISTING CONDITIONS SURVEY

RECEIVED FROM LEAVENWORTH NATIONAL CEMETERY AND ANDERSON ENGINEERING SURVEY TAKEN

ON 07/18/2018.

15. ALL DISTURBED AREA TO RECEIVE 6 INCHES OF TOPSOIL AND SOD IN ACCORDANCE WITH

SECTION 32 90 00 of NCA STANDARD CONSTRUCTION SPECIFICATIONS

16. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION. CONTRACTOR TO

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS NECESSARY.

17. CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING CLOSURES. DISCUSS ALL ROAD CLOSURES WITH

CEMETERY STAFF AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

18. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM

PAVED ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION. PAVED ROADS WITH

TRACTED SEDIMENT SHALL BE SWEPT DAILY WITH A PICK-UP STYLE BROOM.

19. CONTRACTOR REQUIRED TO PROVIDE SAFETY SIGNAGE, BARRICADES, AND CONSTRUCTION FENCING

TO PROTECT AREAS OF CONSTRUCTION FROM GENERAL PUBLIC ACCESS.

REMOVE EXISTING

FLARED END

SECTION.

LEGEND

CONSTRUCTION LIMIT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING SPOT ELEVATION

EXISTING CONCRETE CURB

EXISTING STORM SEWER

EXISTING SANITARY SEWER

SAWCUT LINE

EXISTING STORM SEWER TO BE REMOVED

EXISTING ASPHALT TO BE REMOVED

EXCAVATION LIMITS (APPROXIMATE)

KANSAS ONE-CALL

CALL 48 HOURS BEFORE DIGGING

811 OR 1-800-344-7233

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

KEY NOTES:

REMOVE 60" CMP STORM PIPE.

REMOVE CATCH BASIN MANHOLE.

REMOVE EXISTING STORM SEWER PIPE TO NEAREST JOINT. REPLACE IN-KIND AND CONNECT TO NEW

60" STORM PIPE AT EXISTING ELEVATION.

REMOVE EXISTING FLARED END SECTION. SEE INSET FOR DETAILS.

REMOVE AND REPLACE ALL ROCK MULCH IN-KIND..

REMOVE BUILT-UP SEDIMENT,

LOGS, BRANCHES & DEBRIS IN

DITCH BOTTOM AS NECESSARY

TO CONSTRUCT NEW OUTLET.

SAWCUT

REMOVE CONCRETE & REPLACE

IN-KIND ONCE NEW 60" CONC.

PIPE WITH NEW F.E.S. IS

INSTALLED.

INSET: FLARED END SECTION CONCRETE REMOVAL

PROTECT EXISTING CONCRETE

SPILLWAY. REPLACE IN-KIND IF

DAMAGED.

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SITE BENCHMARK: 3.25 INCH ALUMINUM MONUMENT IN CONCRETE, ELEVATION = 792.75 FEET

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STA. = 0+14.00

ELEV. = 768.478

STA. = 0+34.20

ELEV. = 768.425

STA. = 0+19.24

ELEV. = 766.410

STA. = 0+30.46

ELEV. = 766.415

SITE PLAN & UTILITIES

C-101

0 50' 100'

KANSAS ONE-CALL

CALL 48 HOURS BEFORE DIGGING

811 OR 1-800-344-7233

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER AND GEOTECHNICAL REPORT UNLESS DIRECTED OTHERWISE.

2. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT NCA SPECIFICATIONS UNLESS

SPECIFIED OTHERWISE.

3. ALL WORK TO BE PERFORMED IN A LEGAL MANNER AND IN ACCORDANCE WITH FEDERAL,

STATE, AND LOCAL REGULATIONS.

4. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR

GENERAL INFORMATION ONLY. THE INFORMATION IS NOT WARRANTED TO BE ACCURATE

OR COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY

COMPANY OR MUNICIPALITY, IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH

OF ALL UNDERGROUND UTILITIES.

5. ALL JOINTS & CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE WATER TIGHT.

APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT

CONNECTIONS TO MANHOLES AND CATCH BASINS.

6. LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.

7. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY

THE COR.

8. EXISTING UTILITY TIE-IN LOCATIONS AND ELEVATIONS BASED ON EXISTING CONDITIONS

SURVEY RECEIVED FROM LEAVENWORTH NATIONAL CEMETERY AND ANDERSON

ENGINEERING SURVEY TAKEN ON 07/18/2018.

9. ALL DISTURBED AREA TO RECEIVE 6 INCHES OF TOPSOIL AND SOD IN ACCORDANCE WITH

SECTION 32 90 00 of NCA STANDARD CONSTRUCTION SPECIFICATIONS

10. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION.

CONTRACTOR TO PHASE CONSTRUCTION ACTIVITIES AND PROVIDE DEWATERING AS

NECESSARY.

11. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE

(PAVEMENT, CURB, SIDEWALK). PROVIDE SMOOTH TRANSITIONS AT MATCHING POINTS.

12. ALL PIPE PENETRATIONS SHALL BE CORE DRILLED OR NEATLY SAW CUT. CONTRACTOR

TO PROVIDE WATERTIGHT SEAL AT ALL LATERAL CONNECTIONS.

13. THE NEW FES-105 END IS NOT IN THE SAME LOCATION AS EXISTING PIPE OUTLET. SEE

COORDINATES FOR LOCATION.

EXISTING GROUND

CONNECT 15" CMP

INV. = MATCH EXISTING , STA. 4+25.92

CONTRACTOR TO VERIFY EXISTING INV. ELEV.

CONNECT 15" CMP

STA.7+57.86

CONTRACTOR TO VERIFY INVERT AT 60" RCP

NEW FES-101

INV. = 787.8

NEW FES-105

INV. = 766.0

APPROXIMATE

EXCAVATION LIMIT

CONSTRUCTION LIMIT

I M

FINISHED GRADE TO MATCH EXISTING

STORM NETWORK PROFILE

SCALE: H: 1"=50' V: 1"=10' (30" X 42" SIZE)

LEGEND

CONSTRUCTION LIMIT

EXISTING CONCRETE CURB

EXISTING STORM SEWER

EXISTING SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED STORM STRUCTURES

EXCAVATION LIMITS (APPROXIMATE)

NEW ASPHALT

NEW ROCK MULCH

NEW 24" CMP STORM PIPE. CONNECT TO

NEW MANHOLE AT EXISTING ELEVATION.

PROPOSED RIPRAP PLUNGE POOL.

SEE DETAIL 7/C-501.

SEE SHEET C-102 FOR GRADING.

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

STORM SCHEDULE

STRUCTURE NO. DIAMETER RIM INVERT COORDINATES CASTING (NEENAH OR

EQUAL)

FES-101 60" 793.38 787.80

N = 359664.122

E = 2192675.079

CBMH-102 8'x8' BOX 792.26 784.30 N = 359746.380

R-2502, TYPE C

E = 2192756.719

CBMH-103 8'x8' BOX 787.56 779.50 N= 359934.906

R-2502, TYPE C

E = 2192876.484

CBMH-104 8'x8' BOX 783.30 774.50 N = 360053.733

R-2502, TYPE C

E = 2193107.342

FES-105 60" 770.58 766.00

N = 360138.127

E = 2193327.225

NEW 12" RCP STORM PIPE. CONNECT TO

NEW MANHOLE AT EXISTING ELEVATION.

NEW 60" CLASS III RCP

INSTALL AT SAME ELEVATION

AS EXISTING CMP.

NEW 15" CMP STORM PIPE. CONNECT TO EXISTING CMP

STORM PIPE AT REMOVAL LIMITS. CONTRACTOR TO CONTINUE

EXISTING PIPE SLOPE TO NEW 60" RCP. CONTRACTOR TO

VERIFY INVERT ELEVATION AT THE 60" RCP PRIOR TO UTILITY

INSTALLATION, AND NOTIFY COR IF A CONNECTION CANNOT

BE MADE WITH THE EXISTING SLOPE.

NEW 60" CONCRETE FES

WITH GRATE.

SEE DETAIL 1/C-506

NEW 60" CONCRETE FES WITH GRATE.

FOR FES, ENCASE END SECTION IN

CONCRETE AS SHOWN IN D-101 INSET.

SEE DETAIL 1/C-506

NEW 15" CMP STORM PIPE. CONNECT TO

NEW 60" RCP PIPE AT EXISTING ELEVATION.

24" CMP

I. 780.9

12" RCP

I. 784.5

ROAD

EXTEND RIPRAP FROM PLUNGE

POOL TO EXISTING OUTLET

RIPRAP. SEE SECTION 2/C-101

& DETAIL 7/C-501.

RIPRAP PROFILE EAST OF PLUNGE POOL

SCALE: H: 1"=50' V: 1"=10' (30" X 42" SIZE)

EXISTING GROUND PROPOSED RIPRAP

PROPOSED GEOFABRIC

NEW CURB &

GUTTER (TYP.)

SEE DETAIL 3/C-501

INSTALL NEW ROCK MULCH TO

MATCH EXISTING ROCK MULCH. VA

TO APPROVE ROCK MULCH PRIOR TO

INSTALLATION.

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RIM=805.9 NE INV=801.0 SW INV=801.2

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RIM=802.6 WSW INV=799.0 SW INV=797.5 NE INV=796.6

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RIM=790.4 W INV=786.5 NW INV=785.7 NE INV=784.6 SE INV=786.0

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RIM=787.5 SE INV=782.7 NW INV=782.7 NE INV=782.7

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RIM=784.6 SW INV=778.6 E INV=778.1

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RIM=783.4 W INV=776.8 NE INV=776.8

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SITE BENCHMARK: 3.25 INCH ALUMINUM MONUMENT IN CONCRETE, ELEVATION = 792.75 FEET

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_SITE PLAN & UTILITIES.DWG

AutoCAD SHX Text 26492

AutoCAD SHX Text 11/12/2018

AutoCAD SHX Text

AutoCAD SHX Text C-501

AutoCAD SHX Text

C-101

C-102

0 50' 100'

GRADING & EROSION CONTROL

PLAN

KANSAS ONE-CALL

CALL 48 HOURS BEFORE DIGGING

811 OR 1-800-344-7233

INSTALL SOD ON ALL DISTURBED

AREAS. SEE DETAILS 4 & 5 ON SHEET

C-502

PROVIDE INLET PROTECTION

ON ALL ADJACENT EXISTING CATCH BASINS

PRIOR TO CONSTRUCTION (TYP.)

INSTALL SILT FENCE

ALONG CONSTRUCTION LIMITS

INSTALL SILT FENCE ALONG

CONSTRUCTION LIMITS. TWO ROWS

OF SILT FENCE TO SURROUND

PROPOSED FES.

RIPRAP PLUNGE POOL.

SEE DETAIL 7/C-501.

INSTALL BIOROLL ALONG

CONSTRUCTION LIMITS.

INSTALL INLET PROTECTION ON ALL

PROPOSED STORM CATCH BASINS

PRIOR TO BRINGING ON-LINE (TYP.)

LEGEND

CONSTRUCTION LIMIT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING SPOT ELEVATION

EXISTING CONCRETE CURB

EXISTING STORM SEWER

EXISTING SANITARY SEWER

PROPOSED STORM SEWER

EXCAVATION LIMITS (APPROXIMATE)

SILT FENCE, PER DETAIL 1/C-502

BIOROLL, PER DETAIL 2/C-502

INLET PROTECTION, PER DETAIL 3/C-502

ROCK MULCH

1. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE

RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. WHERE UTILITIES ARE LOCATED BY STATE ONE-CALL

SERVICE, THE CONTRACTOR SHALL EMPLOY A LOCATOR AT OWN EXPENSE.

2. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE SILT

FENCE, SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN

THE FOLLOWING ORDER:

A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET, OR APPROVED EQUAL BY VA COR

B. SILT FENCE

C. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES

D. COMMON EXCAVATION AND EMBANKMENT (GRADING)

E. SOD

F. BIO-ROLL BARRIERS, EROSION CONTROL BLANKETS IN FINISHED GRADED AREAS

G. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY

AND NPDES PHASE II PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS MAY BE SHOWN

ON THESE PLANS OR SPECIFICATIONS. THE CONTRACTOR SHALL IMPLEMENT ANY ADDITIONAL EROSION CONTROL

MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.

4. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS.

ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS

SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED BY THE RESIDENT ENGINEER AFTER TURF

ESTABLISHMENT. THE CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN

ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.

5. THE CONTRACTOR SHALL SCHEDULE THE TESTING LABORATORY SO THAT CERTIFICATION OF ALL FILLS WILL BE

FURNISHED TO THE COR DURING AND UPON COMPLETION OF THE PROJECT.

6. ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE PLAN, SHALL BE COVERED WITH A MINIMUM 6" OF TOP SOIL. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED AT THE

PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.

7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLANS ARE PROVIDED AS CURRENT AND

ACCURATE. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS.

8. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION

LIMITS.

9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED

ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION. PAVED ROADS WITH TRACTED SEDIMENT

SHALL BE SWEPT DAILY WITH A PICK-UP STYLE BROOM.

10.PROVIDE TEMPORARY SEDIMENTATION BASINS AS NECESSARY TO MEET PERMIT REQUIREMENTS.

11.DEWATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS IN LOCATIONS

DIRECTED BY THE COR. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION & SCOUR

THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES.

12. ALL SOLID WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL & STATE

REQUIREMENTS. HAZARDOUS MATERIALS SHALL BE STORED/ DISPOSED OF IN COMPLIANCE WITH LOCAL

REGULATIONS.

13.INSPECT EROSION CONTROL MEASURES ROUTINELY AND FREQUENTLY AND PER LOCAL STATE AND PERMIT

REQUIREMENTS.

14.CONTRACTOR TO PROVIDE EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION ACTIVITY AND MODIFY

ACCORDINGLY DURING CONSTRUCTION PHASING.

15.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.

16.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA

HAS BEEN STABILIZED.

17.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITEDUE TO CONSTRUCTION ACTIVITY OR STORM

EVENTS BEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY VA COR. SEPARATE SWEPT MATERIALS

(SOILS AND TRASH AND DISPOSE OF APPROPRIATELY.

18.PROPERLY DISPOSE OF ALL WASTE AND UNUSED MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS).

19.CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING CLOSURES. DISCUSS ALL ROAD CLOSURES WITH CEMETERY

STAFF AT LEAST 72 HOURS IN ADVANCE OF CLOSURE.

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

INSTALL ROCK MULCH.

PLUNGE POOL GRADING PLAN

1" = 10'

I x

INSTALL SOD ON ALL

DISTURBED AREAS.

SEE DETAILS 4 & 5 ON

SHEET C-502

INSTALL 2FT DEEP CLASS 1/4

TON RIP RAP W/ FABRIC ON

2:1 SLOPES FROM THE TOP

OF THE PLUNGE POOL TO AN

ELEVATION OF 770.0

SEE 7/C-501

TOP OF RIP RAP TO BE

INSTALLED LOWER THAN

THE TOP OF CONCRETE

EXISTING RIPRAP

EXISTING CONCRETE

SPILLWAY. PROTECT.

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AutoCAD SHX Text

AutoCAD SHX Text 58A

AutoCAD SHX Text C.O.

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RIM=792.3 SW INV=784.5 NE INV=784.3

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RIM=787.6 SW INV=779.7 NW INV=780.9 NE INV=779.5 SE INV=784.5

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RIM=783.3 SW INV=774.8 NE INV=774.5

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RIM=783.0 N INV=778.4

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RIM=800.00 INV=792.5

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RIM=812.1 NE INV=807.8

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RIM=809.9 SE INV=802.8 SW INV=803.2

AutoCAD SHX Text

RIM=808.3 NW INV=802.8 NNW INV=805.7 NE INV=804.7 SE INV=801.9 WNW INV=805.8

AutoCAD SHX Text

RIM=788.16 SE INV=781.6

AutoCAD SHX Text

RIM=781.7 SW INV=775.8 NE INV=775.5

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RIM=785.4 SW INV=773.7 SSE INV=782.7 SE INV=773.3 ESE INV=XXX.X

AutoCAD SHX Text

RIM=784.9 WNW INV=N/A NW INV=772.9 NNW INV=N/A SE INV=772.9

AutoCAD SHX Text

RIM=791.3 NW INV=786.8 SE INV=787.1

AutoCAD SHX Text

SITE BENCHMARK: 3.25 INCH ALUMINUM MONUMENT IN CONCRETE, ELEVATION = 792.75 FEET

AutoCAD SHX Text 959.4

AutoCAD SHX Text

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_EROSION CONTROL.DWG

AutoCAD SHX Text 26492

6" MINIMUM

1"-2" WASHED ROCK

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPE

95% COMPACTED BACKFILL

DIA.

DIA+12" MIN.

95% COMPACTED PB2

DIA/4 BUT NOT

LESS THAN 6"

0.5 DIA

TIP OUT GUTTER WHERE

PAVEMENT SLOPES AWAY

PAVEMENT SECTION

NOT TO SCALE

NOTE: VERIFY PAVEMENT SECTION DESIGN AND

SUBGRADE REQUIREMENTS WITH GEOTECHNICAL

REPORT AND RECOMMENDATIONS PRIOR TO

CONSTRUCTION.

MOUNTABLE CONCRETE CURB

& GUTTER

MIN.

3" MIN.

1.5" BITUMINOUS WEAR (MIN.)

TACK COAT

2.0" BITUMINOUS NON-WEAR (MIN.)

8.0" AGGREGATE BASE (MIN.)

12.0" SELECT GRANULAR BORROW (MIN.)

GEOTEXTILE FABRIC

APPROVED SUBGRADE

D I A

39'

24"MAX.

6"MAX.

PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.

HOT DIP GALVANIZE AFTER FABRICATION.

PLACE RIPRAP AROUND SIDES

AND OVER TOP OF F.E.S.

TIE ALL JOINTS.

USE 2 TIE BOLT FASTENERS PER JOINT

INSTALLED AT 60 FROM TOP OR BOTTOM

OF PIPE.

USE 3/4" TIE FOR PIPE SIZES 30" TO 66".

SEE DETAIL 7/C-501

FOR RIPRAP DETAIL

DIA+12" MIN.

12" MIN.

"DIA" DENOTES OUTSIDE

DIAMETER OF PIPE

DIA.

PLAN

SECTION

NOTE:

PLUNGE POOL TO BE 4' DEEP WITH 3:1 SIDE SLOPES AND FILLED WITH 250 CY OF KDOT

CLASS 1/4 TON RIPRAP. RIPRAP DEPTH TO BE MIN. 5'.

3:1 3:1

15'12' 12'

95% COMPACTED

BACKFILL

95% COMPACTED PB1

0.5 DIA.

NOTES:

1. PB1 AT 95% COMPACTION TO BE PLACED BETWEEN

60" PIPE AND NATIVE SOIL. 12" MIN.

2. REMOVE ALL FILL MATERIAL BETWEEN PIPE AND

NATIVE SOIL. REPLACE ALL FILL WITH PB1 AT 95%

COMPACTION

3. SEE SOIL BORINGS FOR FILL LOCATIONS AND DEPTHS.

4. FOLLOW GEOTECHNICAL REPORT FOR ALL REMOVAL

AND REPLACEMENT RECOMMENDATIONS.

APPROVED

NATIVE SOIL

95% COMPACTED

BACKFILL

GEO FABRIC

R=12"

SLOPE 1/4" PER FT.

2#4 REINFORCING RODS AT CATCH

BASINS NO LESS THEN 10 FEET IN

LENGTH.

16" 8"

24"

3/4" 7

12" PB1 BEDDING

PER 6/C-501

RIP RAP

SEE NOTE

EXISTING

CONCRETE

SPILLWAY

TRASH GUARDS TO BE INSTALLED

ON ALL FLARED END SECTIONS

1.5" BITUMINOUS WEAR (MIN.)

TACK COAT

2.0" BITUMINOUS NON-WEAR (MIN.)

8.0" AGGREGATE BASE (MIN.)

12.0" SELECT GRANULAR BORROW (MIN.)

GEOTEXTILE FABRIC

APPROVED SUBGRADE

EXISTING ASPHALT

PAVEMENT

1' OVERLAP (MIN.)

2' (MIN.) OR AS WIDE AS

COMPACTION EQUIPMENT

DETAILS

C-501

STORM SEWER LATERAL PIPE BEDDING DETAIL

NTS

MOUNTABLE CONCRETE CURB DETAIL

NTS

BITUMINOUS PAVEMENT SECTION

NTS

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

JOINT TIES AND TRASH GUARD FOR 60" RCP AND FES

NTS

60" RCP PIPE BEDDING DETAIL

NTS

RIPRAP PLUNGE POOL DETAIL

NTS

ROCK CONSTRUCTION ENTRANCE DETAIL

NTS

NOTE:

COMPACTED BACKFILL TO BE REPLACED WITH PB2 AT

95% COMPACTION UNDER ROAD SECTIONS. SEE 2/C-501.

NOTE:

COMPACTED BACKFILL TO BE REPLACED WITH PB2 AT

95% COMPACTION UNDER ROAD SECTIONS.

NOTE:

STORM SEWER LATERAL PIPE BEDDING TO BE PB2 AT

95% COMPACTION.

PB2

SIEVE SIZE % RETAINED

1 1/2" 0

1" 0

3/4" 0-20

3/8" 40-70

No. 4 75-100

No. 8 95-100

PB1

SIEVE SIZE % RETAINED

1 1/2" 0-10

1" -

3/4" 15-40

3/8" 50-75

No. 4 -

No. 8 95-100

PB2

SIEVE SIZE % RETAINED

1 1/2" 0

1" 0

3/4" 0-20

3/8" 40-70

No. 4 75-100

No. 8 95-100

BITUMINOUS PATCH & OVERLAY SECTION

NTS

NOTE: MINIMUM DIMENSIONS ARE SHOWN. MATCH EXISTING

SECTION IF GREATER.

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_DETAILS.DWG

AutoCAD SHX Text 26492

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

E C

F F

F L O

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOIL

METAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

STORM FREQUENCY:

MAX. FLOW VELOCITY:

MAX. DITCH GRADE:

MAX. DRAINAGE AREA:

2 YR. - 24 HR.

2 ACRE

1.5% - 3%

GENERAL DESIGN GUIDELINES

1.5 FT./SECOND

45°

BIOROLL

8" - 10" EMBEDMENT DEPTH

1"x2"x18" LONG WOODEN STAKES

AT 1' 0" SPACING MAXIMUM.

STAKES SHALL BE DRIVEN

THROUGH THE BACK HALF OF THE

BIOROLL AT AN ANGLE OF 45° WITH

THE TOP OF THE STAKE POINTING

UPSTREAM. PROVIDE 8" TO 10" OF

EMBEDMENT DEPTH.

BIOROLL STAKING DETIAL

FLOW

STAKE

STRAW OF WOOD FIBER 6"

TO 7" DIA. ROLL ENCLOSED

IN PLASTIC OR POLYESTER

NETTING

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON

ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

1.5'

3.0'

1.5'

3.0'

SLOPES FLATTER THAN 1:2

(120 STAPLES PER 100 SQ. YD.)

SLOPES 1:2 TO 1:1

(170 STAPLES PER 100 SQ. YD.)

6" TOPSOIL MINIMUM

DETAILS

C-502

SILT FENCE DETAIL

NTS

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

BIOROLL DETAIL

NTS

INLET PROTECTION DETAIL

NTS

SOD STAPLE PATTERN

NTS

SOD CHECK SLOT DETAIL

NTS

NOTE

INSTALL STAPLES IN SOD AT THE RATE AND PATTERN RECOMMENDED BY

THE MANUFACTURER FOR THE GIVEN SLOPE. INSTALL NO FEWER THAN THE

MINIMUM NUMBER OF STAPLES SHOWN ABOVE.

NOTES

1. INSTALL SOD PERPENDICULAR TO THE SLOPE WITH A MINIMUM OF 2"

OVERLAP. ROWS SHOULD BE STAGGERED AS SHOWN TO AVOID

ALIGNED SEAMS IN THE DIRECTION OF FLOW.

2. SEE 4/C-502 FOR STAPLE PATTERN & FREQUENCY.

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PLAN VIEW

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SOD

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FLOW

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FLOW DIRECTION

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

SOD ROLLS

AutoCAD SHX Text A

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_DETAILS.DWG

AutoCAD SHX Text 26492

DETAILS

C-503

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

PRECAST MANHOLE TYPE A 8' DIAMETER DETAIL (1 OF 3)

NTS

STEPS TO BE COPOLYMER POLYPROPYLENE REINFORCED WITH

1/2" GRADE 60 STEEL REINFORCEMENT.

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_DETAILS.DWG

AutoCAD SHX Text 26492

C-504

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321

897CM3021

11-12-2018

LEAVENWORTH, KANSAS

LEAVENWORTH NATIONAL CEMETERY

STORM SEWER REPLACEMENT

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

EMS

EBH

DESIGN DEVELOPMENT 9-7-2018

BID DOCUMENTS

CONSTRUCTION DOCUMENTS 10-17-2018

BID DOCUMENTS 11-12-2018

PRECAST MANHOLE TYPE A 8' DIAMETER DETAIL (2 OF 3)

NTS

AutoCAD SHX Text Y:\15000\15088 VA NCA LEAVENWORTH NC STORM SEWER REPLACEMENT\_07 CIVIL\_01 CAD FILES\_01 SHEETS\15088_DETAILS.DWG

AutoCAD SHX Text 26492

C-505

13605 1st Avenue North, Suite 100 Plymouth, MN 55441

PH:763.412.4000 FX:763.412.4090

www.ae-mn.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management o n e e i g h t h i n c h o n e f o o t

F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e…

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