Fargo -Plans.pdf

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FARGO NATIONAL CEMETERY

NORTH

DAKOTA

MINNESOTAFargo

Moorhead

DEPARTMENT OF VETERANS AFFAIRS

FARGO NATIONAL CEMETERY

RESTROOMS, STORAGE, WIND WALLS DESIGN

VA PROJECT NO. 939.940-MM20-004

VA CONTRACT NO. 36C78618D0025

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

PLANNING, CIVIL ENGINEERING

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: GARY JOHNSON, PROJECT MANAGER

PHONE: (763) 412-4000

IMEG

ELECTRICAL ENGINEERING,

STRUCTURAL ENGINEERING, MEP

623 26TH AVENUE

ROCK ISLAND, IL 61201

CONTACT: MATT SNYDER

PHONE: (916) 817-4924

REGIONAL LOCATION MAP PROJECT SITE MAPN.T.S.

N

N.T.S.

N

PROJECT SITE

12TH AVE. N

40TH AVE. N

MAPLE SHEYENNE

LUTHERAN CHURCH

& CEMETERY

EXIT 69

C O

U N

TY

R

O

AD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

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/2

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PM

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

OCMI

COST ESTIMATOR

1772 ROUTH STREET #900

DALLAS, TX 75201

CONTACT: KYLE VEATER

PHONE: 469-431-0571

COVER SHEET

GI001

EJB KAA 1

SHEET INDEX

SHEET

NUMBER SHEET TITLE

BASE BID

GI001 COVER SHEET 1 OF 22

VF101 EXISTING CONDITIONS 2 OF 22

D-101 DEMOLITION PLAN 3 OF 22

CG101 GRADING & UTILITY PLAN 4 OF 22

CS101 SITE PLAN 5 OF 22

CG102 SWPPP 6 OF 22

CS501 RESTROOM STORAGE BUILDING DETAILS 7 OF 22

CS502 RESTROOM STORAGE BUILDING DETAILS 8 OF 22

CS503 SITE DETAILS 9 OF 22

LP101 PLANTING PLAN 10 OF 22

LP501 PLANTING DETAILS 11 OF 22

AE101 WIND WALL PLAN, ELEVATION AND DETAIL 12 OF 22

S-001 STRUCTURAL GENERAL NOTES 13 OF 22

SB101 FOUNDATION PLAN & DETAILS 14 OF 22

ADD ALTERNATE 1

E-000 ELECTRICAL COVER SHEET 15 OF 22

E-001 SITE - ELECTRICAL 16 OF 22

CU301 UTILITY PLAN 17 OF 22

CS504 RESTROOM STORAGE BUILDING DETAILS 18 OF 22

ADD ALTERNATE 2

CS201 SITE PLAN 19 OF 22

ADD ALTERNATE 3

AE201 WIND WALL & STORAGE PLAN, ELEVATIONS AND DETAILS 20 OF 22

SB102 FOUNDATION PLAN & DETAILS 21 OF 22

SF101 FRAMING PLAN & DETAILS 22 OF 22

1 DELETE TOILET FLUSH VALVE 09/14/2021

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6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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eb ro dm ar kl sa ve d:

9/

8/

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4:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

EXISTING CONDITIONS

VF101

EJB KAA 2

6 7 8 9 10

EX.

PUMP

HOUSE

OVERHEAD WIRES

CULVERT

STORM SEWER

FENCE

POWER POLE

LIGHT POLE

CONTROL POINT

LEGEND

COMMUNICATION JUNCTION BOX

SOIL BORING

FOUND IRON MONUMENT

SET IRON PIPE WITH P.L.S. NO. 5364

COTTONWOOD

HACKBERRY

ASH

ELM

SPRUCE

DENOTES GRAVEL SURFACE

DENOTES BITUMINOUS SURFACE

CONIFEROUS TREE

DECIDUOUS TREE

1 COMMITTAL SHELTER AREA

1" = 10'

0 10' 20'

N

2 PUMP HOUSE AREA

1" = 10'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

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M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

0 10' 20'

N

REMOVE CURB

& GUTTER

KEY NOTES

REMOVE STORM SEWER. PROTECT EXISTING

COMMITTAL SHELTER STORM DRAINS.

PLUG HOLE IN STRUCTURE

REMOVE PLANTING BED

SALVAGE TRESS FOR RELOCATION

PROTECT EXISTING TREES. SEE DETAIL 6/LP501

PROTECT EXISTING SECTION MARKER

PROTECT EXISTING SIGN

PROTECT EXISTING PAVEMENT. CONTRACTOR

SHALL REPLACE IN KIND ANY DAMAGED

PAVEMENT AT NO COST TO THE GOVERNMENT

DEMOLITION PLAN

D-101

EJB KAA

REMOVE CONCRETE

PAVEMENT

SAW CUT PAVEMENT

REMOVE PAVEMENT

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

EDWIN J. BRODMARKLE, PE

DATE: 2021.09.08 LICENSE NO: 55409

STORAGE

EG 904.82

EG 905.40EG/RIM 905.14 EG 905.18

PG 905.60

PG 905.60

PG 905.10

PG 905.60

STORAGE

REST

ROOM

EXISTING

PUMP

HOUSE

TC/TBC 897.90

TC 898.00

TC 897.90

ME/TC 898.21

ME/TC 898.21

TC/TBC 897.99

TC 898.10

TC 898.10

TC 898.10

RIM 898.05

RIM 898.05

STORAGE

INV = 902.20

INV = 902.00

INV = 902.25

INV = 896.10

STORAGE

REST

ROOM

EXISTING

PUMP

HOUSE

INV = 895.70

FES

INV = 895.55

INV = 896.50

INV = 895.83

RIM 898.05

INV = 896.00

RIM 898.05

GRADING & UTILITY PLAN

CG101

LEGEND

PROPERTY LIMITS

EXISTING MINOR CONTOUR

EXISTING UNDERGROUND ELECTRIC

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED STORM SEWER

PROPOSED DRAINTILE

TOP OF CURB

TOP BACK OF CURB

MATCH EXISTING

PROPOSED GRADE

EXISTING GRADE

RIM ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fa rg o nc a nd n or th w oo ds n c

- r es tro om s, s to ra ge , w in d w al ls a e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

.1 _c

_g ra d.

dw eb ro dm ar kl d:

9/ 8/

:2 lo t:9

/8 /2

4:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

1 COMMITTAL SHELTER AREA - GRADING

1" = 10'

0 10' 20'

N

2 PUMP HOUSE AREA - GRADING

1" = 10'

0 10' 20'

N

TC

TBC

KEY NOTES

CONNECT TO COMMITTAL SHELTER ROOF DRAINS

CONNECT TO EX. STRUCTURE.

6" HDPE STORM DRAIN

6" HDPE PERFORATED DRAINTILE

CONNECT RESTROOMS & STORAGE ROOF DRAINS

6" AREA DRAIN

PROTECT EXISTING UTILITIES

PROTECT EXISTING SECTION MARKERS

PROTECT EXISTING SIGN

PROTECT EXISTING TREE (SEE DETAIL 6/LP101)

PROTECT EXISTING PAVEMENT. CONTRACTOR

SHALL REPLACE IN KIND ANY DAMAGED PAVEMENT

AT NO COST TO THE GOVERNMENT

ME

3 COMMITTAL SHELTER AREA - UTILITES

1" = 10'

0 10' 20'

N

0 10' 20'

N

4 PUMP HOUSE AREA - UTILITES

1" = 10'

6 5

PG

FFE=898.10

EG

RIM

9 10

10 10

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

REST

ROOM

EXISTING

PUMP

HOUSE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fa rg o nc a nd n or th w oo ds n c

- r es tro om s, s to ra ge , w in d w al ls a e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

.1 _c

_l ay ou t.d w eb ro dm ar kl d:

9/

8/

:1 lo t:9 /8

/2

4:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

1 COMMITTAL SHELTER AREA

1" = 10'

0 10' 20'

N

2 PUMP HOUSE AREA

1" = 10'

0 10' 20'

N

7.6'

24.0'

5.0'

RESTROOM & STORAGE BUILDING.

SEE SHEETS CS501, CS502, &

DETAIL 4/CS503

4.

5'

5.

9'

24.0'

24.0'

0.8'

KEY NOTES

NEW CONCRETE SIDEWALK (SEE DETAIL 3/CS503)

RESTROOM & STORAGE STRUCTURE (SEE CS501

& CS502)

NEW FLAT CURB WITH ADA RAMP AND DETECTABLE

WARNING PLATES (SEE DETAIL 1/CS503)

ADD ALTERNATE 1 WIND WALL & STORAGE CABINET. SEE

STRUCTURAL & ARCHITECTURAL.

PROTECT EXISTING TREES. SEE DETAIL 6/LP501

PROTECT EXISTING UTILITIES

PROTECT EXISTING SIGNAGE

PROTECT EXISTING SECTION MARKER

PROTECT EXISTING PAVEMENT. CONTRACTOR SHALL

REPLACE IN KIND ANY DAMAGED PAVEMENT AT NO COST

TO THE GOVERNMENT

LEGEND

PROPERTY LIMITS

NEW FLAT CURB

NEW CONCRETE SIDEWALK

EXISTING ASPHALT PAVEMENT

SITE PLAN

CS101

EJB KAA

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fa rg o nc a nd n or th w oo ds n c

- r es tro om s, s to ra ge , w in d w al ls a e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

.1 _x

_s w pp p.

dw eb ro dm ar kl d:

9/

8/

:2 lo t:9 /8

/2

4:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

SWPPP

CG102

EJB KAA

ORGANIZATION CONTACT NAME PHONE

NATIONAL CEMETERY ADMINISTRATION (OWNER)

ANDERSON ENGINEERING (SWPPP DESIGN) ERIK HEADMAN 763-412-4000

(GENERAL CONTRACTOR)

*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES 5/31/19

ACREAGE SUMMARY

AREA ACRES

PROPERTY AREA 4.81

DISTURBED AREA 0.14

IMPERVIOUS AREA PRE-CONSTRUCTION 0.52

IMPERVIOUS AREA POST-CONSTRUCTION 0.52

NEW IMPERVIOUS AREA 0

PERVIOUS AREA AT COMPLETION 4.34

RECEIVING WATERS

NAME OF WATER BODY

TYPE

(LAKE, RIVER,

WETLAND,

DITCH, ETC)

LISTED ON THE

TMDL LIST?

(YES OR NO)

LISTED ON THE

303(d) LIST?

(YES OR NO)

APPROVED

TMDL

SHEYENNE RIVER RIVER NO NO N/A

PROJECT DESCRIPTION/LOCATION

PROJECT IS LOCATED IN THE CITY OF HARWOOD, ND IN CASS COUNTY, WITHIN THE REGION BOUNDED BY 40TH AVENUE N, 93RD STREET N, 81ST STREET N, AND 31ST STREET SE. LATITUDE 46.935690 LONGITUDE -96.934945.

THE SITE ENCOMPASSES 4.8 ACRES.

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF

THE SITE FOR THE INSTALLATION THE NEW RESTROOM AND STORAGE BUILDING.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES.

· INSTALLATION OF STORM SEWER.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS

THROUGHOUT THE SITE.

RECEIVING WATERS

THESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS. THE BMPS DESCRIBED

IN APPENDIX A OF THE NDPDES PERMIT MAY APPLY TO ALL AREAS OF THE SITE.

- STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT

PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

SOIL TYPES

SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE PRIMARILY CH (FAT CLAY). SOME AREAS CONTAINED SOIL TYPE SC (CLAYEY SAND) ROUGHLY 12-15 BELOW GRADE. SOIL BORINGS WERE TAKEN BY TTL IN NOVEMBER OF 2015 AND BY BRAUN-INTERTEC IN NOVEMBER 2017. BRAUN-INTERTEC REPORT IS TO BE KEPT

ON SITE AS PART OF THE SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST.

PROJECT PERSONNEL AND TRAINING

THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS.

COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.

PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE NDDH. PROVIDE PROOF OF CERTIFICATION AT

THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF

CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION

HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

CHAIN OF RESPONSIBILITY

THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NORTH DAKOTA POLLUTANT DISCHARGE ELIMINATION SYSTEM (NDPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NDPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE NDDH THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A

NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE NDDH.

PROJECT CONTACTS

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND

AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED.

NDDH 24 HOUR EMERGENCY NOTIFICATION:

800-472-2121

SITE INSPECTION AND MAINTENANCE

CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE PERSON

RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.

INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.

INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT

ACCUMULATION.

RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE

RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAME OF PERSONS CONDUCTION INSPECTIONS

C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS

D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE

ACTIVITIES

E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS

F. DOCUMENTS AND CHANGES MADE TO THE SWPPP

REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY

FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW:

A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY

THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR

SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE.

C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE

SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF

DISCOVERY.

D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RE-STABILIZED ANY AREA THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN

SURFACE WATERS.

E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS.

LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING

F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL

STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE NDDH.

SPECIAL SITE NOTES

NONE

THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON

REQUEST BY THE NDDH AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:

· SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS

· IMPLEMENT THE SWPPP.

· OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP.

· IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.

· CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS

PERMIT REQUIRES.

· IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM.

· IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.

· ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.

· FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.

AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR ASSIGNING

RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED AND MULCH OR SOD ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES

AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.

1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION

REQUIREMENT.

2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE

STABILIZATION METHODS IN THESE AREAS.

3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT.

4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID

STABILIZATION METHOD 1, 2, OR 3 AS DIRECTED BY THE ENGINEER.

5. THE SEED MIX USED IN THE RAPID STABILIZATION IS AS FOLLOWS:

ND DOT MIX CLASS IV (TEMPORARY COVER)

WINTER WHEAT 50# / ACRE

6. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY

EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY

1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL

TIMES.

2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DE-WATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME

ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL.

3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS

BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRACTICABLE.

4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.

5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR

TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS.

6. ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO

PREVENT NUISANCE CONDITIONS AT THE OUTLET.

7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY

DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.

8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND

DISTURBING ACTIVITIES COMMENCE.

9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT

CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE

J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.

11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR

STORMWATER CONVEYANCES.

12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY. INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER CONTROL BMP ON LAND

IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.

13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.

14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS DISCOVERED.

REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT

INSTALLATION AND MAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY (CONT.)

15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED.

16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DE-WATERING ACTIVITIES.

17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DE-WATERING OR SITE DRAINING PURPOSES.

POLLUTION PREVENTION

1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.

2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS UNDER

COVER WITH SECONDARY CONTAINMENT.

3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS

WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.

4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.

5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER.

PROPERLY DISPOSE OF ALL SANITARY WASTE.

6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES AND

EQUIPMENT ARE FUELED OR MAINTAINED AT.

7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON

THE SITE.

8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE

CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR

CONTAINMENT AREA.

9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE

ENGINEER.

10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB

FLOW LINES.

11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE

SYSTEMS INCLUDING DITCHES AND CULVERTS.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

NOTE: IF THE 25' BUFFERS ARE MAINTAINED FROM THE WETLANDS, ADDITIONAL PERMITS WILL NOT BE REQUIRED.

SITE DATA (TOTAL SITE)

· AREA OF DISTURBANCE = 0.14 AC

· SEEDED AREA (PER LANDSCAPE PLAN, EST.) = .016 AC

· EROSION CONTROL QUANTITIES (ESTIMATED) :

STORM DRAIN INLET PROTECTION = 3 INLETS TO BE PROTECTED

RECORD RETENTION

THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE

(3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT).

1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.

2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION

3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL

MAINTENANCE; AND

4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER

MANAGEMENT SYSTEMS.

AREA TIME FRAME NOTES

LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO

SURFACE WATER OR PROPERTY EDGE

1, 2, 3

REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3

PIPE AND CULVERT OUTLETS 24 HOURS

STOCKPILES 7 DAYS 1

CALL 48 HOURS

BEFORE DIGGING:

DIAL 811

STORMWATER POLLUTION & PREVENTION PLAN (SHEET

CG102 - SWPPP) SHALL ACCOMPANY CG101 - GRADING &

UTILITY PLAN

AGENCY TYPE OF PERMIT PERMIT # AND DATES

NORTH DAKOTA DEPARTMENT

OF HEALTH (NDDH)

NDPDES CONSTRUCTION

PERMIT

RAYMOND TOWNSHIP BUILDING PERMIT

PROJECT SITE

SHEYENNE RIVER

MAPLE RIVER

1-MILE RADIUS

AROUND PROJECT

40TH AVE N

I-29

C O

R D

RAPID STABILIZATION

METHOD MATERIALS

1 TYPE 3 MULCH (1.5 TON / ACRE), STABILIZED FIBER MATRIX (750# / ACRE)

STABILIZED FIBER MATRIX (330# / 1,000 GAL), ND DOT MIX CLASS IV (10# / 1,000 GAL), SLOW RELEASE

FERTILIZER 10-10-10 (50# / 1,000 GAL), WATER (875 GAL / 1,000 GAL). APPLY SLURRY MIX AT 6,000 GAL / ACRE.

CATEGORY 3 EROSION CONTROL BLANKET, ND DOT MIX CLASS IV (2# / 100 SY), SLOW RELEASE FERTILIZER

10-10-10 (8# / 100 SY)

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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\1 fa rg o nc a nd n or th w oo ds n c

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7/

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

CONSTRUCTION

DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater

RESTROOM STORAGE

BUILDING DETAILS

CS-501

EJB KAA

N CONSTRUCTION DOCUMENTS

STORAGE

NORTH ELEVATION

EAST ELEVATION

SOUTH ELEVATION

WEST ELEVATION

FLOOR PLAN

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

102.1

102.2

OPENING SCHEDULE

ASSOCIATED ROOMS PANEL INFORMATION FRAME INFORMATION

H D

W G

R O

U P

F

IR

E L

A B

E L

(M

IN

G A

S K

E T

E

LE

C T

R

IC

A L

S L

A B

E L

COMMENTSFROM ROOM NAME TO ROOM NAME NUMBER WIDTH HEIGHT

PANEL

TYPE

2ND

PANEL

TYPE

PANEL

GLAZING FRAME TYPE

FRAME

GLAZING

NONE NONE - - - -

DOOR SIZE

RESTROOM - 101 3'-0" 6'-8" HM - HM 15

STORAGE - 102.1 3'-0" 6'-8" HM - NONE HM NONE 18

STORAGE - 102.2 6'-0" 6'-0" Overhead - NONE - - 23

PLAN NOTES:

TOILET ACCESSORIES TO BE INCLUDED IN PROJECT SCOPE OF WORK (BUT NOT PROVIDED

BY PRE-FABRICATED STRUCTURE MANUFACTURER)

1 GRAB BARS

2 TOILET PAPER HOLDER

3 SANITARY NAPKIN DISPOSAL

4 TOILET SEAT COVER DISPENSOR

5 MIRROR

6 WALL MOUNT WASTE RECEPTICAL

7 MANUAL HAND SANITIZER DISPENSOR

8 RESTROOM SUPPLIES SHELVING

5 4

OPENING SCHEDULE NOTES:

1. REFER TO SPECIFICATION SECTIONS 08 71 00 HARDWARE AND 13 34 00

FABRICATED PRE-ENGINEERED PRECAST CONCRETE STRUCTURES FOR

DOOR, FRAME, AND HARDWARE ITEMS PROVIDED BY PRE-FABRICATED

STRUCTURE MANUFACTURER.

PRE-FABRICATED PRECAST CONCRETE STRUCTURE FINISHES:

1. EXTERIOR WALLS: PRECAST SPLIT-BLOCK SURFACE, APPLIED STAIN FINISH.

2. INTERIOR WALLS AND CEILING: SMOOTH FORM SURFACE, IN RESTROOM PROVIDE FIELD APPLIED

PAINT FINISH PER SPEC SECTION O9 90 00.

3. ROOF: PRECAST FAUX STANDING SEAM METAL ROOF SURFACE, APPLIED STAIN FINISH

4. DOORS AND FRAMES: PAINT FINISH

5. REFER TO SPECIFICATION SECTION 13 34 00 FABRICATED PRE-ENGINEERED PRECAST CONCRETE

STRUCTURES FOR ADDITIONAL FINISH REQUIREMENTS.

STAINLESS STEEL TOILET BY

PRE-FABRICATED STRUCTURE

MANUFACTURER

18" x 42"

WINDOW

NOTE: BUILDING PLAN AND ELEVATION DRAWINGS ON THIS SHEET

PROVIDED BY EASI-SET BUILDINGS COMPANY. ADDITIONAL MATERIAL

AND PRODUCT INFORMATION REQUIRED FOR COMPLETE RESTROOM/

STORAGE CONSTRUCTION HAS BEEN ADDED. REFER TO PROJECT

SPECIFICATIONS.

GRAB BAR

(BOTH SIDES @

AMBULATORY STALL)

ACCESSIBLE TOILET/WATER CLOSETS

3'-6"MIN

MAX

1'-0"

7"-9"

MIN

1'-0"

MIN

2'-0"

SIDE WALL BACK WALL

CLEAR FLOOR SPACE

5'-0"MIN

1. SANITARY NAPKIN DISPOSAL. PROVIDE AT UNISEX, & WOMEN'S BATHROOMS ONLY.

2. DISPENSERS MAY NOT BE LOCATED BEHIND GRAB BARS.

56" @ WALL HUNG WC**

1' -3

"M

IN

DISPENSER OUTLET

ZONE

WC

LINE OF CLEAR

FLOOR SPACE

16"-18"

SND

1'-4"

SANITARY NAPKIN DISPOSAL

: 4' -0" ABOVE

FINISHED FLOOR MAXIMUM HEIGHT TO OPERATE

: SEE ACCESSIBLE TOILET ELEVATIONS

FOR DIMENSIONS AND MOUNTING HEIGHTS

: SEE ACCESSIBLE

TOILET ELEVATIONS FOR LOCATION

: SEE ACCESSIBLE TOILET

ELEVATIONS FOR LOCATION AND MOUNTING HEIGHTS

: BOTTOM EDGE OF REFLECTING

SURFACE 40" MAXIMUM ABOVE FINISHED FLOOR

: 4' -0"

ABOVE FINISHED FLOOR MAXIMUM HEIGHT TO OPERATE

: 4' -0" ABOVE

FINISHED FLOOR MAXIMUM HEIGHT TO OPERATE

: TWO (2)

12" X 36" STAINLESS STEEL SHELVES

RESTROOM

08.16.2021

PUSH PADS FOR

POWER OPERATED

DOOR

August 16, 2021

BIDDING

DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

September 8, 2021

CS501

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

EDWIN J. BRODMARKLE, PE

DATE: 2021.09.08 LICENSE NO: 55409

DELETE TOILET FLUSH VALVE 09/14/20211

1 1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 fa rg o nc a nd n or th w oo ds n c

- r es tro om s, s to ra ge , w in d w al ls a e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

.1 _x

_d et ai l.d w eb ro dm ar kl d:

9/

8/

:2 lo t:9 /8

/2

4:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

RESTROOM STORAGE

BUILDING DETAILS

CS502

EJB KAA

RECOMMENDED FOUNDATION FOR EASI-SET TRANSPORTABLE PRECAST CONCRETE BUILDINGS

BUILDING DESIGN

EASI-SET TRANSPORTABLE PRECAST CONCRETE BUILDINGS HAVE BEEN DESIGNED TO ELIMINATE THE NEED FOR FOUNDATIONS OR FOOTINGS VIRTUALLY ALL INSTALLATIONS. THE BUILT-IN FLOOR OF THE EASI-SET BUILDINGS IS DESIGNED FOR USE ON FLOATING FOUNDATIONS COMPRISED OF 4"-6" OF CRUSHED STONE OR SAND. THIS DESIGN, AND THE USE OF APPROPRIATE FOUNDATIONS OF STONE OR SAND, HAVE PROVEN TO BE EFFECTIVE AND PROBLEM FREE IN THE FIELD FOR A WIDE VARIETY OF INSTALLATIONS. THE EFFECTIVENESS OF THE DESIGN HAS NOT BEEN ADVERSELY AFFECTED BY THE SIZE

OF THE EASI-SET BUILDING.

CAVEATS

THE FLOATING FOUNDATION OF CRUSHED STONE OR SAND SHOULD BE PLACED ON A WELL-DRAINED AND

GRADED AREA, TO PRECLUDE THE RETENTION OF STANDING WATER. ON A WELL-DRAINED AND

PROPERLY GRADED SITE, ANY GROUND SWELL SHOULD BE MINIMAL AND LINEAR, WITH NO DAMAGE TO

THE EASI-SET BUILDING OR ITS CONTENTS.

IT IS IMPORTANT TO NOTE THAT THE DESIGN OF AN EASI-SET BUILDING ENABLES THE TRANSPORTATION OF THE BUILDING, WHICH MAXIMIZES THE FLEXIBILITY AND LONG TERM-USEFULNESS OF THE STRUCTURE.

FURTHERMORE, THE ELIMINATION OF FOUNDATIONS AND FOOTINGS MINIMIZES THE IMPACT ON, AND DAMAGE TO, THE ENVIRONMENT OF THE BUILDING SITE. THE USE OF STANDARD FOUNDATIONS OR FOOTINGS WOULD COUNTER SOME OF THE SIGNIFICANT BENEFITS, WHICH CAN BE ACHIEVED BY INSTALLING EASI-SET BUILDINGS. IN THOSE AREAS WHERE LOCAL BUILDINGS CODES MAY NOT ACCOMMODATE THE USE OF A FLOATING FOUNDATION FOR AN EASI-SET BUILDING, A VARIANCE TO SUCH

CODES MAY BE AVAILABLE.

SITE PREPARATION REQUIREMENTS

(MANUFACTURER'S RECOMMENDATION)

A. EASI-SET BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS AT LEAST TWO FEET

LARGER THAN THE LENGTH AND WIDTH OF BUILDING

B. STONE SHALL BE MINIMUM OF 18" THICK DOWN TO FIRM SUBGRADE. THE VERTICAL SOIL CAPACITY UNDER STONE SHALL BE COMPACTED TO HAVE MINIMUM BEARING OF 1,500 POUNDS PER SQUARE FOOT. STONE SHALL BE 3/8" OR SMALLER AND MUST BE SCREEDED LEVEL WITHIN 1/4" IN BOTH DIRECTIONS. STONE SHALL BE PLACED WITHIN A PERIMETER FORM WITH FLAT AND LEVEL TOP

EDGE FOR SCREEDING. FORMING MATERIAL SHALL REMAIN AROUND STONE UNTIL AFTER THE

BUILDING IS SET.

C. THE CRUSHED STONE BASE SHALL BE KEPT WITHIN THE CONFINES OF THE SOIL OR PERIMETER

FORM. DO NOT ALLOW THE BASE TO BECOME UNCONFINED SO THAT IS MAY WASH, ERODE, OR

OTHERWISE BE UNDERMINED.

OR

IF BUILDING IS PLACED ON PAVEMENT OR CONCRETE SLAB, SUBSTRATE BELOW PAVEMENT OR

SLAB MUST HAVE A VERTICAL SOIL CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. PLACE STONE OR SAND TO 1" ABOVE HIGHEST POINT OF AREA WHERE BUILDING WILL BE PLACED AND AT LEAST 1'-0" ALL AROUND THE BUILDING FOOTPRINT. RETAIN STONE OR SAND WITH A PERIMETER FORM TO

PREVENT THE MATERIAL FROM WASHING OUT.

D. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD, OR SLAB AS REQUIRED.

ACCESS

A. CONTRACTOR MUST PROVIDE LEVEL UNOBSTRUCTED AREA LARGE ENOUGH FOR A CRANE AND A TRACTOR-TRAILER TO PARK ADJACENT TO THE PAD. CRANE MUST BE ABLE TO PLACE OUTRIGGERS WITHIN 5'-0" OF EDGE OF PAD AND TRUCK AND CRANE MUST BE ABLE TO GET SIDE BY SIDE UNDER

THEIR OWN POWER. NO OVERHEAD LINES MAY BE WITHIN 75' RADIUS OF CENTER OF PAD. A

MINIMUM OF 24" CLEARANCE IS REQUIRED BETWEEN THIS BUILDING AND ADJACENT BUILDINGS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

SITE DETAILS

CS503

EJB KAA

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

NATURAL SOIL

2' MIN

6" MIN.

6" MIN.

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH

HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES.

DIRECTION OF

RUNOFF FLOW

TYPICAL INSTALLATION

TYPICAL FLUSH CURB DETAIL

N.T.S. 2

PEDESTIRAN CURB RAMPS

N.T.S. 3

TYPICAL CONCRETE PAVEMENT SECTION DETAIL (SIDEWALK)

N.T.S.

STORAGE BUILDING SITE PREPERTAION

N.T.S.

STORM BEDDING

N.T.S.

SILT FENCE DETAIL

N.T.S.

R= 2'-

1/

4"

1:20 MAX

7"

2'-7"

NOTE: CURB AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEHIND

BACK OF CURB

2-3 % R=1

4"

4" MIN.

2" MAXR=1

4"

EDGE OF CURB/

EDGE OF WALK

2'

2'

DIA.

L

MINIMUM RIPRAP REQUIRED

DIA. OF

PIPE (IN)

LENGTH

(FT)

QUANTITY

(CY) CLASS

12 8 5 III

15 8 5 III

18 10 6 III

24 12 8 III

30 14 12 III

36 16 14 III

42 18 22 IV

48 20 26 IV

>48 22-28 30-40 IV

1' (12"-27" DIA. PIPE)

1.5' (30"+ DIA. PIPE)

SECTION B-B'

NOTE:

ONE CUBIC YARD ~ 1.4 TONS

SECTION A-A'

PLAN

NOTE:

TIE THE LAST 6 JOINTS ON INLET

AND OUTLET PIPES AND BED IN

GRANULAR MATERIAL. ANY COVER

LESS THAN 2' OVER TOP OF PIPE

SHALL BE GRANULAR MATERIAL.

1' (12"-27" DIA. PIPE)

1.5' (30"+ DIA. PIPE)

RIPRAP

NONWOVEN GEOTEXTILE

FABRIC EXTEND 1' UNDER FES

RIP-RAP DETAIL FOR FLARED END SECTIONS

N.T.S.

TYPE 2

EXPANSION JOINT

CURB & GUTTER

DETECTABLE WARNINGS

(TRUNCATED DOMES - MIN.

24" X 24")

6'

2' 6'

2'

CONCRETE

WALK

DOME SPACING

DOME SECTION

TRUNCATED

DOME (TYP)1.6"-2.4"

1.

6"

2.

4"

M

IN

5/8" MIN. (TYP.)

0.

9"

(T Y

P

0.9"-1.4" 0.2"

50%-65% OF BASE

DIAMETER

RAMP FLUSH

WITH GUTTER

SECTION A

SLOPE PER PLAN

1:12 MAX SLOPE.

VARIES, SEE PLAN

NOTE

DETECTABLE WARNING PLATES TO BE FLUSH

(NOT RECESSED). INSTALL PRE-FABRICATED

UNITS PER MANUFACTURER INSTRUCTIONS.

COLOR TO BE UNIFORM THROUGHOUT (NO

PAINTED OR APPLIED COLORS). COLOR SHALL

BE GRAY.

6" 4"

CIP CONCRETE BROOM

FINISH SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

COMPACTED AGGREGATE BASE

- NDDOT SPEC 302.04

APPROVED SUBGRADE

EXTEND BASE MATERIALS

3" BEYOND EDGE

OF CONCRETE

NOTE

CONCRETE JOINT LAYOUT IS SHOWN ON THE

PLANS. CONTRACTOR SHALL SUBMIT JOINTING PLAN

FOR APPROVAL PRIOR TO FINAL PAVING. CONTROL

JOINTS AND EXPANSION JOINTS SHALL BE USED

ACCORDINGLY. PROVIDE EXPANSION JOINTS NEXT

TO ALL FIXED OBJECTS.

4" TOPSOIL AND SOD

NOTE 3'

NOTES

1. PROVIDE 18" AGGREGATE BENEATH PREFABRICATED

STRUCTURE TO ACHIEVE FFE LISTED ON GRADING PLAN

2. PROVIDE 12" AGGREGATE BASE BENEATH CONCRETE

SEPTIC VAULT

3. EXTEND BASE 1' UNDER ON ALL SIDES OF STRUCTURE

FLAT

6" PERFORATED

PIPE WITH SOCK

18" CLASS V BASE

SAND BEDDING FOR HDPE PIPE

HDPE

PIPE

COMPACTED

SAND

" M

IN

TY

P

IC

A

L

MIN. 4" OF BEDDING

12" MIN.

OVER PIPE

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

INLET PROTECTION SEDIMENT FILTER SACK

N.T.S.

TESTED AND APPROVED SUBGRADE

6" DEEP, COMPACTED CL 5 AGGREGATE BASE - NDDOT SPEC 302.04

6" CONCRETE PAVEMENT (4" CONC. ON SIDEWALKS &

COLUMBARIA) - NDDOT SPEC 550.04

CONCRETE PAVEMENTS (ROADWAY)

N.T.S.

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT, WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA

STO

RAG

E

REST

RO

O

M

4 Admiration Japanese Barberry

5 GAL. CONT.

3 Karl Foerster Feather Reed Grass

5 GAL. CONT.

4 Autumn Fire Stonecrop

1 GAL. CONT.

11Autumn Fire Stonecrop

1 GAL. CONT.

26 Walker's Low Catmint

3 GAL. CONT.

10 Techny Arborvitae

TRANSPLANTED

STO

RAG

E

REST

RO

O

M

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y f a r g o n c a n d n o r t h w o o d s n c r e s t r o o m s s t o r a g e w i n d w a l l s a e l a c a d f i l e s s h e e t s l p l a n t i n g d d i t j f a h r e n k a m s a v e d l o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj#16315.1

RESTROOMS, STORAGE & WIND

WALLS

939.940-MM20-004

September 8, 2021

FARGO NATIONAL CEMETERY

8709 40TH AVENUE N. HARWOOD, ND 58042

BIDDING DOCUMENTS

09.08.2021

BIDDING DOCUMENTS

Date:

Mechanical Engineering, Electrical Engineering, Structural Engineering:

IMEG

623 26th Avenue Rock Island, IL 61201 (916)-817-4924 Matt Snyder / Todd Barrett

Cost Estimating:

OCMI

1722 Routh Street #900 Dallas, TX 75201 (469)-431-0571 Kyle Veater OF 22

PLANTING PLAN

LP101

N

N

0 5' 10'

SCALE:

COMMITTAL SHELTER PLANTING PLAN - ADD ALT

1" = 5'

0 5' 10'

SCALE:

RESTROOM / STORAGE & PUMP HOUSE PLANTING PLAN - BASE BID

1" = 5'

N

0 5' 10'

SCALE:

COMMITTAL SHELTER PLANTING PLAN - BASE BID

1" = 5'

ADD ALT.

SEE 2/LP101 & 4/LP101

EXISTING

SIGNAGE

(2) SHRUBS THUS

RELOCATED WITH ADD

ALT ACCEPTANCE

N

0 5' 10'

SCALE:

RESTROOM / STORAGE & PUMP HOUSE PLANTING PLAN - ADD ALT

1" = 5'

EXISTING

GRAVESITE

LOCATOR

EXISTING

GRAVESITE

LOCATOR

CHC JAF

LEGEND

PROPERTY LIMITS

NOTES

1. SEE LP501 FOR PLANTING SCHEDULE

2. ALL PLANTING SHALL RECEIVE IRRIGATION.

IRRIGATION SHALL BE DESIGN BUILD PER

CONTRACTOR. (SEE SPECIFICATIONS FOR

IRRIGATION NOTES)

3. REFER TO SPECIFICATIONS FOR SODDING,

SEEDING, FERTILIZER AND TOPSOIL NOTES

4. ALL DISTURBED AREAS, BEYOND PLANTINGS,

SHALL BE RESTORED/REPLACED IN-KIND UNLESS

NOTED OTHERWISE.

3" DP SHREDDED HARDWOOD

MULCH WITHOUT FABRIC

(MATCH EXISTING)

SPADE EDGE

EXISTING TREE TO BE

RELOCATED / TRANSPLANTED

RELOCATED /

TRANSPLANTED TREE

EXISTING COMMITTAL

SERVICE SHELTER

EXISTING COMMITTAL

SERVICE SHELTER

EXISTING

PUMP HOUSE

EXISTING

PUMP HOUSE

TREE PROTECTION

REQUIRED

(2) THUS TRANSPLANTED

TREES RELOCATED NEAR

STORAGE /PUMP HOUSE IF

ADD ALT ACCEPTED

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

LANDSCAPE ARCHITECT UNDER THE LAWS

OF THE STATE OF MINNESOTA.

DATE

LICENSE #

CURT H. CLAEYS

9/9/2021

45613

MIN.

6"

LAWN / NATIVE GRASS

UNDISTURBED OR COMPACTED SOIL

PLANTING SOIL

LINE OF PLANTING PIT WHEN

PLANTED INDIVIDUALLY

UNDISTURBED OR COMPACTED SOIL

3" DEPTH HARDWOOD MULCH

PAVED SURFACE, IF APPLICABLE

MIN.

6"

3' MIN. TO PAVED

SURFACES

PLANTING SOIL

3" DEPTH HARDWOOD MULCH

PAVED SURFACE, LAWN OR NATIVE GRASS

UNDISTURBED OR COMPACTED SOIL

NOTE:

- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM

O

C

S

P

A

C

I

N

G

C

S P

A C

I N

G

EDGE OF GROUNDCOVER

AREA/WALK EDGE

DISTANCE FROM EDGE

IS

THE SPECIFIED

O.C. SPACING

TRIANGULAR SPACE,

AT SPECIFIED O.C.

DISTANCE - EQUIDISTANT

PLANT CENTER

HARDWOOD MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

BOUNDARY BETWEEN

LAWN &PLANTING AREA AS

SHOWN ON PLAN

PREPARED SUBGRADE

6" DEEP SHOVEL CUT

LAWN / NATIVE GRASS

MULCH

PLANTING AREA

12"

3"DP.

TYP.

2"

NOTE:

-3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL LANDSCAPE

PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS

IDENTIFIED OTHERWISE.

UNDISTURBED OR

COMPACTED SOIL

PLANTING SOIL

MOUND MIN. 6"

REMOVE BURLAP, TWINE,

ROPE AND WIRE FROM

TOP HALF OF ROOTBALL

FINISHED GRADE

LAWN OR PLANTING BED

EDGE (SPADE EDGE IN ALL

LAWN AREAS)

6' MIN. DIA. EARTH SAUCER

3" HEIGHT TAMPED WATER

BASIN AT EDGE OF EARTH

SAUCER

TREE TIE SECURED TO

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO

TREE WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

3" DEPTH HARDWOOD MULCH

SINGLE STRAIGHT LEADER

CENTER TREE IN HOLE,

UPRIGHT

AFTER EXPOSING TREE ROOT FLAIR, PLANT SO

ROOT FLAIR IS AT 2" ABOVE ADJACENT FINISH

GRADE

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDS

PLAN VIEW OF TREE STAKING

NOT TO SCALE

X

R

O

O

T

B

A

L

L

HARDWOOD MULCH

LAWN

TREE TIE SECURED TO

DUCKBILL ANCHOR WITH

TURNBUCKLE. SECURE TO

TREE WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

EQ EQ

ZONE A:

DIA=1/2X

ZONE B:

DIA=X

ZONE C:

DIA=2X

PLAN VIEW

ELEVATION VIEW

D

R I P

L I N

E

FENCING/ROOT PROTECTION

6' HIGH CHAIN LINK FENCING SHALL BE

PROVIDED AND…