GSE Bid Drawings _ Part 1A.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1

_g i_ co ve r.d w g ed it:

eh ed m an s av ed

:3 /1

0/

:3

P M p lo t:3 /1

0/

:3

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

BID DOCUMENTS

Approved: Project Director

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

VA PROJECT NO. 810CM3029

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE

ARCHITECTURE, PLANNING, ENVIRONMENTAL, CIVIL

ENGINEERING

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: CURT CLAEYS, PROJECT MANAGER

PHONE: (763) 412-4000

IMEG

STRUCTURAL ENGINEERING

2882 106TH STREET

DES MOINES, IA 50322

CONTACT: TODD BARRETT

PHONE: (515) 334-9960

EC DESIGN

IRRIGATION

400 5TH STREET,

WEST DES MOINES, IA 50265

CONTACT: ERIK CHRISTIANSEN

PHONE: (515) 225-6365

CPMI

COST ESTIMATOR

1001 GRAND AVE., SUITE 201

WEST DES MOINES, IA 50265

CONTACT: BRYAN BERTRAND

PHONE: (515) 244-1166

TERRACON

GEOTECHNICAL ENGINEER

611 LUNKEN PARK DR.,

CINCINNATI, OH 45226

CONTACT: JEFFREY DUNLAP

PHONE: (513) 321-5816

VICINITY MAP LOCATION MAPN.T.S. N.T.S.

N

GI001

JREH

COVER

N

GRAVESITE SUMMARY SHEET INDEX

EXPANSION QTY.

COLUMBARIUM NICHES

IN-GROUND CREMAINS

DISTURBED ACRES 1.94

W THIRD ST

LIS

C

U M

D R

S G

E

TTY

S B

U R

G A

V E

DAYTON NATIONAL CEMETERY

PROJECT LOCATION

Sheet Sheet Title

GI001 COVER 1

GC101 OVERALL SITE PLAN AND OPERATIONS 2

GC102 IGC SITE PLAN AND OPERATIONS 3

GC103 COLUMBARIUM SITE PLAN AND OPERATIONS 4

GC701 SWPPP 1 5

GC702 SWPPP 2 6

VF101 EXISTING CONDITIONS PLAN OVERALL 7

VF102 EXISTING CONDITIONS ENLARGEMENT 1 8

VF103 EXISTING CONDITIONS ENLARGEMENT 2 9

BL101 BORING LOCATIONS 10

CD101 IGC DEMOLITION PLAN 11

CD102 COLUMBARIUM DEMOLITION PLAN 12

CS101 SECTION 46 IGC LAYOUT & NUMBERING PLAN 13

CS102 SECTION 46 IGC GRADING & UTILITY PLAN 14

CS501 SITE DETAILS 1 15

CS502 SITE DETAILS 2 16

CS503 SITE DETAILS 3 17

CS504 SITE DETAILS 4 18

CS505 SITE DETAILS 5 19

CC101 COLUMBARIUM LAYOUT PLAN 20

CC102 COLUMBARIUM FOUNDATION PLAN 21

CC103 COLUMBARIUM PAVING PLAN 22

CC104 COLUMBARIUM NUMBERING PLAN 23

CC105 COLUMBARIUM GRADING PLAN 24

CC106 COLUMBARIUM UTILITY PLAN 25

CC107 COLUMBARIUM UTILITY ENLARGEMENT 26

CC501 COLUMBARIUM ELEVATIONS 1 27

CC502 COLUMBARIUM ELEVATIONS 2 28

CC503 COLUMBARIUM ELEVATIONS 3 29

CC504 COLUMBARIUM ELEVATIONS 4 30

CC505 COLUMBARIUM ELEVATIONS 5 31

CC506 COLUMBARIUM ELEVATIONS 6 32

CC507 COLUMBARIUM DETAILS 1 33

CC508 COLUMBARIUM DETAILS 2 34

CC509 RETAINING WALL DETAILS 1 35

CC510 RETAINING WALL DETAILS 2 36

LP101 SECTION 46 IGC PLANTING PLAN 37

LP102 COLUMBARIUM PLANTING PLAN 38

LP501 PLANTING DETAILS 39

IR101 SITE IRRIGATION PLAN 40

IR102 SITE IRRIGATION PLAN 41

IR103 IRRIGATION COVERAGE PLAN 42

IR104 IRRIGATION COVERAGE PLAN 43

IR501 IRRIGATION DETAILS 44

SS000 GENERAL NOTES 45

SS100 COLUMBARIUM FOUNDATION PLAN & DETAILS 46

PROJECT

AREAS

SITE DATA

ADDRESS: 44 WEST THIRD STREET, DAYTON OHIO 45428

COUNTY: MONTGOMERY

GARAGE

B

A

C

891011

12131415

16171819

20212223

24252627

28293031

32333435

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 s ite p la n ov er al l.d w jri ch ne r s av ed :3

/9 /2

:5

AM

lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

OVERALL SITE PLAN AND

OPERATIONS

ADMINISTRATION/

MAINTENANCE

BUILDING

MAIN ENTRANCE

COMMITTAL SHELTER A

COMMITTAL SHELTER B

IGC

WISCONSIN AVE

BROW

N A

VE

IN

D

IAN

A AVECOLORADO AVE

TEXAS AVE

DAKOTA AVE

KA

N

SA

S

AV

E

S G

ET

TY

SB

U

R G

A

VE

W THIRD ST

NEW MEXICO PL

PENNSYLVANIA AVE

OHIO AVE W

ISC

O N

SIN

AVE

W THIRD ST

GC101

SEE

CC-100's

SEE

CS-100's

LEGEND

ANNOTATION LEGEND

IN-GROUND CREMAINS

COLUMBARIA

IGC

COL

NEW BURIAL SECTION HEADSTONE DIRECTION

TEMPORARY ACCESS ROUTE

CONTRACTOR STAGING AREA

RELOCATED TREE FROM SECTION 46

N 0 150' 300'

SCALE:1

OVERALL SITE PLAN AND OPERATIONS

1" = 150' (30" x 42" PAPER SIZE)

MCMAHON AVE

TEMPORARY

CONTRACTOR ACCESS

OFF THIRD STREET

ALTERNATE

STAGING AREA

IGC STAGING

AREA

COLUMBARIUM

STAGING AREA

GENERAL NOTES:

1. CONTRACTOR SHALL COMMENCE CONSTRUCTION AT SECTION 46

(IGC) WITHIN 60 DAYS OF NOTICE TO PROCEED.

2. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL REPORT DATED OCTOBER 5, 2020 BY TERRACON

(PROJECT NO. N1205096 UNLESS DIRECTED OTHERWISE.

3. CONTRACTOR SHALL OBTAIN CONSTRUCTION ACCESS PERMIT FROM

CITY FOR TEMPORARY SITE ENTRANCE OFF OF THIRD STREET. ALL

DISTURBED PAVEMENT AND GROUND TO BE REPLACED IN-KIND. SEE

DEMO PLAN FOR REMOVAL, PROTECTION, AND REPLACEMENT

INSTRUCTIONS.

4. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE PERMITS..

VERIFY RECEIPT OF ALL REQUIRED PERMITS PRIOR TO

CONSTRUCTION.

5. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PROVIDED BY

A/E ON A SURVEY PREPARED BY RANDALL MILLER & ASSOCIATES, INC.

NO POTHOLING OCCURRED. BE ADVISED THAT 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, SIZE,

AND DEPTH OF ALL UNDERGROUND UTILITIES.

6. ALL HANDICAPPED STALLS AND ACCESS RAMPS SHALL COMPLY WITH

CURRENT ADA STANDARDS.

7. LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE

NOTED.

8. SUBSTITUTIONS FROM INFO. SHOWN HERON SHALL BE REVIEWED

AND APPROVED BY THE ENGINEER OF RECORD.

9. CONTRACTOR SHALL VERIFY LOCATIONS OF RELOCATED TREES

FROM IGC SECTION 46 WITH COR PRIOR TO RE-PLANTING.

NEW DIRECTOR SIGN

LOCATION TO BE

COORDINATED WITH

CEMETERY DIRECTOR & COR

NEW COLUMBARIUM A SIGN

NEW COLUMBARIUM B SIGN

NEW COLUMBARIUM B

EXISTING COLUMBARIUM A

RELOCATED

TREES

RELOCATED

TREE

CONSTRUCTION SIGN LOCATION

COORDINATE WITH CEMETERY & COR.

B

A

C

891011

12131415

16171819

20212223

24252627

28293031

32333435

B

C

89100111

1133144155

16177188199

20211222233

24255266277

28299300311

32333344355

A

GARAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 o pe ra tio ns .d w jri ch ne r s av ed

:3 /9

/2

:1 lo t:3

/9 /2

6:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

IGC SITE PLAN AND OPERATIONS

GC102

LEGEND

SILT FENCE

CONSTRUCTION FENCE WITH SCREEN

TEMPORARY ACCESS ROUTE

CONTRACTOR STAGING AREA

ROCK ENTRANCE

GRADING LIMITS

N 0 20' 40'

SCALE:1

IGC SITE PLAN AND OPERATIONS

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

IGC STAGING AREA

SILT FENCE

NEW

SECTION 46

IN-GROUND

CREMAINS

ENTRANCE TO STAGING AREA

ENTRANCE

GATE

TEMPORARY CONSTRUCTION

FENCE WITH SCREEN

GRADING LIMITS

ALTERNATE

STAGING AREA

GENERAL NOTES:

1. CONTRACTOR SHALL COMMENCE

CONSTRUCTION AT SECTION 46 (IGC)

WITHIN 60 DAYS OF NOTICE TO

PROCEED.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 o pe ra tio ns .d w jri ch ne r s av ed

:3 /9

/2

:1 lo t:3

/9 /2

6:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

COLUMBARIUM SITE PLAN AND

OPERATIONS

GC103

LEGEND

SILT FENCE

TEMPORARY ACCESS ROUTE

CONSTRUCTION FENCE WITH SCREEN

CONTRACTOR STAGING AREA

ROCK ENTRANCE

TREE PROTECTION (SEE 7/LP501)

N 0 20' 40'

SCALE:1

COLUMBARIUM SITE PLAN AND OPERATIONS

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

NEW

COLUMBARIUM

COURT

TEMPORARY CONSTRUCTION

FENCE WITH SCREEN

SILT

FENCE

TEMPORARY GATE

WITH LOCK

TEMPORARY GATE

COLUMBARIUM

STAGING AREA

SHEET NOTES

1. CONTRACTOR TO OBTAIN CONSTRUCTION ACCESS PERMIT FROM

CITY TO ACCESS CEMETERY OFF OF THIRD STREET. CALL LISA

@ 937-333-3840 TO REQUEST PERMIT. PERMIT DURATION IS FOR

3 MONTHS AND NEEDS TO BE COMPLETED AND PAID FOR PRIOR

TO BEGINNING CONSTRUCTION. REPLACE IN-KIND ANY

DISTURBED PAVEMENT, CURB, AND LAND. REMOVE, PROTECT,

AND REPLACE DECORATIVE METAL FENCE ONCE ACCESS TO

CEMETERY IS NO LONGER NEEDED.

2. ROAD PAVING AND REGRADING OF MCMAHON AVE. SHALL BE

COMPLETED WITHIN 7 CALENDAR DAYS OF THE START OF WORK.

CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION

FENCE STANDS BETWEEN PAVEMENT REPLACEMENT WORK AND

CEMETERY ROAD. SUBMIT SCHEDULE TO COR FOR APPROVAL.

3. PROTECT ALL TREES WITHIN COLUMBARIUM STAGING AREA.

COLUMBARIUM A SIGN

COLUMBARIUM B SIGN

4 46

DAYTON NC - GRAVESITE EXPANSION

DAYTON NATIONAL CEMETERY IS LOCATED IN THE CITY OF DAYTON IN MONTGOMERY

COUNTY BOUNDED ON THE NORTH BY W THIRD ST. AND ON THE SOUTH BY MICHIGAN AVE,

EXTENDING FROM LISCUM DR TO S GETTYSBURG AVE. THE PROPOSED SITES ARE

LOCATED IN THE LOWER GREAT MIAMI WATERSHED, AND ENCOMPASSES A COMBINED 1.94

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 CONSTRUCTION OF COLUMBARIA & IGC SECTIONS,

ROADS, AND PARKING LOTS.

GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES, ROADS, AND

PARKING LOTS.

INSTALLATION OF STORM SEWER.

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

SIDEWALKS THROUGHOUT THE SITE.

CONSTRUCTION OF COLUMBARIA & IGC SECTIONS, ROADS, AND PARKING LOTS.

RECEIVING WATERS

WITHIN A 1 MILE RADIUS OF THE PROJECT SITE, MULTIPLE UNNAMED WATER BODIES

SOUTH OF THE SITE ARE PRESENT. HOWEVER, RUNOFF FROM THE PROJECT AREA WILL

BE PRIMARILY BE CAPTURED BY STORM SEWER UTILITIES.

SOIL TYPES

GEOTECHNICAL REPORT BY TERRACON DATED 11/5/2020 IS TO BE KEPT ON SITE AS PART

OF THE SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST. SEE SHEETS BL101 FOR

BORING INFORMATION.

PRIOR LAND USE

DEVELOPMENT AREA WAS PRIMARILY USED AS GREEN SPACE FOR DAYTON NATIONAL

CEMETERY.

LONG TERM MAINTENANCE AND OPERATION

DAYTON NATIONAL CEMETERY HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE

CITY OF DAYTON THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING

MAINTENANCE, AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS.

PROJECT PERSONNEL AND TRAINING

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

CONSTRUCTION SWPPP. 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 / SWPPP DESIGNER 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 OHIO EPA. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION

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 EROSION/SEDIMENT CONTROL PRODUCTS INCLUDING

SODDING, SILT FENCE, ROLLED EROSION CONTROL PRODUCTS, AND DITCH CHECKS.

PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION 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 NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS

RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT

ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED. 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.

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.

*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA,

EXPIRES 5/31/22

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. ONLY QUALIFIED INSPECTION PERSONNEL SHALL

PERFORM INSPECTIONS.

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 WITHIN A 24 HOUR TIME FRAME. INSPECTION FREQUENCY MAY

BE REDUCED TO MONTHLY FOR DORMANT SITES IF THE ENTIRE SITE IS TEMPORARILY

STABILIZED OR RUNOFF IS UNLIKELY DUE TO WEATHER CONDITIONS FOR EXTENDED

PERIODS OF TIME. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY

MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS

UNDERGONE FINAL STABILIZATION AND THE N.O.T. 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 AND SIGN ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24

HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE

PROJECT ENGINEER. INSPECTION RECORDS SHALL BE KEPT FOR 3 YEARS AFTER

TERMINATION OF CONSTRUCTION ACTIVITIES.

FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE

INSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).

INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE

ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAMES & QUALIFICATIONS OF PERSONS CONDUCTING 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 IN THE TIME PROVIDED

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

B. THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

C. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE

DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING

DISCOVER.

D. 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.

E. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING

DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED

ANY AREAS 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.

F. 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

G. 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 MPCA.

AREA SUMMARY

SPECIAL SITE NOTES

IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER

QUALITY MODELING DATA IS AVAILABLE UPON REQUEST.

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

HOURS UPON REQUEST 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.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES

WITHIN THE PLAN SET.

SWPPP AMENDMENTS

A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING

THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW

THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.

PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS

NECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER

THERE IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER,

OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF

POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.

PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS

NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER

INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA

OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY

MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER

OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE

SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO

THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE

BELOW. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE

COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO

EXISTING CONDITIONS. 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 METHODS APPROVED BY THE ENGINEER.

5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN

ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND

BLANKETS.

6. FOR DISTURBED AREAS WITHIN 50 FEET OF A STREAM REMAINING DORMANT FOR

OVER 14 DAYS, APPLY TEMPORARY EROSION CONTROLS WITHIN 2 DAYS.

7. FOR DISTURBED AREAS OVER 50 FEET AWAY FROM A STREAM REMAINING DORMANT

FOR OVER 14 DAYS, APPLY TEMPORARY EROSION CONTROLS WITHIN 7 DAYS.

PROJECT

SITE

1-MILE

RADIUS

AROUND

PROJECT

UNNAMED

WATER FEATURE UNNAMED

WATER FEATURE

CONTACT INFORMATION

ORGANIZATION CONTACT NAME PHONE

DAYTON NATIONAL CEMETERY DOUGLAS LEDBETTER 937-268-2221

ANDERSON ENGINEERING (SWPPP DESIGN) JARED RICHNER* 763-412-4000

[CONTRACTOR] [CONTRACTOR NAME] [#]

ACREAGE SUMMARY

AREA ACRES

COMBINED PROJECT AREA 4.11

DISTURBED 1.95

IMP. PRE-CONSTRUCTION 0.01

IMP. POST-CONSTRUCTION 0.18

NEW IMP. 0.17

PERVIOUS AT COMPLETION 2.35

AGENCY TYPE OF PERMIT PERMIT # AND DATES

OHIO EPA NPDES CONSTRUCTION

PERMIT CONTRACTOR TO ACQUIRE

CITY OF DAYTON GRADING PERMIT CONTRACTOR TO ACQUIRE

CITY OF DAYTON CONSTRUCTION ACCESS

PERMIT CONTRACTOR TO ACQUIRE

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

AMENDMENT # DATE DESCRIPTION

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 s w pp p.

dw jri ch ne r s av ed

:3 /9

/2

:1 lo t:3

/9 /2

6:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

BID DOCUMENTS

Approved: Project Director

SWPPP 1

GC701

1-MILE RADIUS

AROUND PROJECT

UNNAMED

WATER FEATURE

UNNAMED

WATER FEATURES

PROJECT

SITES

5 46

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 WITHIN 7 DAYS UPON IMPLEMENTATION.

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 DEWATERING,

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. ROUTE 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. SEDIMENT CONTROL DEVICES TO BE IMPLEMENTED FOR ALL AREAS REMAINING

DISTURBED FOR OVER 14 DAYS.

10. SEDIMENT CONTROLS TO BE IMPLEMENTED PRIOR TO GRADING AND WITHIN 7 DAYS

OF GRUBBING.

11. 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.

12. 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.

13. 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.

14. 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.

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

CONSTRUCTION.

16. SEDIMENT BARRIERS TO MEET MAXIMUM DRAINAGE LIMITS AS DESCRIBED IN THE

OHIO RAINWATER LAND DEVELOPMENT MANUAL.

17. 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. CONSTRUCTION EXITS ARE INCIDENTAL.

18. 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.

19. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.

20. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING

PURPOSES.

POLLUTION PREVENTION

SEE SPECIFICATION SECTIONS:

01 57 19 - TEMPORARY ENVIRONMENTAL CONTROL

01 74 19 - CONSTRUCTION WASTE MANAGEMENT

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.

SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE

DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS

SECTION 46 IGC:

THERE WILL BE NO SIGNIFICANT CHANGE IN IMPERVIOUS SURFACES, THEREFORE

STORMWATER WILL CONTINUE TO BE TREATED BY THE EXISTING STORM SEWER IN THE

SURROUNDING AREA.

COLUMBARIUM:

STORMWATER IN THIS AREA WILL BE ROUTED VIA DRAINTILE TO NEW STORM SEWER,

WHICH WILL THEN CONNECT TO EXISTING STORM SEWER IN THE SURROUNDING AREA.

ESTIMATED BMPS QUANTITIES

ITEM INSTALLATION INSPECTION &

MAINTENANCE REMOVAL

SILT FENCE PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT & MAINT. AFTER EACH

RUN-OFF EVENT. REMOVE

SEDIMENTS AS REQUIRED.

AFTER TRIBUTARY DRAINAGE

AREA IS RESTORED.

ROCK CONST.

ENTRANCE

PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT REGULARLY. MAINTAIN

AS NEEDED. PRIOR TO PAVING.

INLET PROTECTION

EXISTING INLETS SHOWN ON

PLANS AND UPON INLET

CONSTRUCTION.

WHEN 1/3 CAPACITY OF BMP IS

REACHED.

AFTER TRIBUTARY AREAS

ARE FULLY RESTORED.

SEED & MULCH AFTER GRADING IS COMPLETED.

INSPECT & MAINTAIN AFTER HEAVY

RAINS. REPLACE WASH-OUT

AREAS IMMEDIATELY.

NO REMOVAL NECESSARY.

BMP ORIGINAL ESTIMATE MODIFICATION DATE

ENERGY DISSIPATER

TEMP. DIVERSION DIKES

CHECK DAMS

TEMP SEEDING

PERMANENT SEEDING

PERMANENT SODDING

MULCHES (SPECIFY TYPES)

CAT 3 EROSION CONTROL BLANKET

SOIL TACKIFIERS

SILT FENCING

EROSION CONTROL MATS

STORM DRAIN INLET PROTECTION

TEMPORARY OR PERMANENT

SEDIMENTATION BASINS

CONSTRUCTION ENTRANCE

DEWATERING (TREATMENT LOCATION,

SCHEMATIC, & SAMPLING PLAN REQUIRED

CONCRETE TRUCK WASHOUT

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 s w pp p.

dw jri ch ne r s av ed

:3 /9

/2

:1 lo t:3

/9 /2

6:

P M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

BID DOCUMENTS

Approved: Project Director

GC702

SWPPP 2

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

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

6" MIN.

50' MINIMUM

AS REQUIRED

6" MINIMUM

1"-2" WASHED ROCK

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

SCALE:1

SILT FENCE DETAIL

N.T.S. SCALE:2

ROCK CONSTRUCTION ENTRANCE

N.T.S.

SCALE:3

INLET SEDIMENT PROTECTION

N.T.S.

6 46

GARAGE

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 e xi st in g co nd iti on s su rv ey o ve ra ll.

dw jri ch ne r s av ed :3

/9 /2

:2 lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

VF101

JREH

EXISTING CONDITIONS PLAN

OVERALL

N 0 150' 300'

MCMAHON AVE

WISCONSIN AVE

BROW

N A

VE

HAWAII PL

IN

D

IAN

A AVE

C O

LO

R

AD

O

AVE

TEXAS AVE

DAKOTA AVE

KA

N

SA

S

AV

E

S G

ET

TY

SB

U

R G

A

VEW THIRD ST

NEW MEXICO PL

PENNSYLVANIA AVE

OHIO AVE

W

ISC

O N

SIN

AVE

W THIRD ST

S G

ET

TY

SB

U

R G

A

VE

SCALE:1

EXISTING CONDITIONS PLAN OVERALL

1"=150'

VF102

VF103

GENERAL NOTES

1. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION

PROVIDED BY A/E ON A SURVEY PREPARED BY

RANDALL MILLER & ASSOCIATES, INC. NO

POTHOLING OCCURRED. BE ADVISED THAT 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, SIZE, AND DEPTH OF ALL

UNDERGROUND UTILITIES.

2. THE HORIZONTAL CONTROL IS BASED UPON THE

OHIO STATE PLANE COORDINATE SYSTEM. RMA

ESTABLISHED EXTERIOR CONTROL AND THEN

SUPPLEMENTED IT WITH INTERIOR CONTROL WITH

ELECTRONIC ROBOTIC INSTRUMENTS.

3. THE VERTICAL CONTROL WAS ESTABLISHED FROM

THE FOUND NGS DATA SHEET SURVEY CONTROL IN

THE AREA SPECIFICALLY MONUMENTS E-140, PID

JZ0006, ELEVATION 784.36 NAVD 88. ELEVATION WAS

THEN TRANSFERRED TO THE SITE AND THE CONTROL

POINTS ADJUSTED TO THE ESTABLISHED NGS

ELEVATION. THE PRIOR SURVEYS WERE CHECKED

AND FOUND TO BE WITHIN TOLERANCES.

4. THE NATIONAL FLOOD HAZARD FIRM MAPPING

INDICATES THE AREA IS IN ZONE "X" (NO FLOODING

RISK) PER MAP # 39113C 0235E DATED 1-6-2005 (NOT

PRINTED) AND CITY OF DAYTON 390409.

5. THE SOUTH RIGHT OF WAY LINE FOR THIRD STREET

WAS LOCATED PER THE FOUND EVIDENCE IN THE

STREET AND THE OLD FENCING THAT WAS PLACED

ON THE PROPERTY LINE ACCORDING TO THE

GROUNDS SUPERINTENDENT.

6. THE WEST RIGHT OF WAY LINE FOR GETTYSBURG

AVENUE WAS ESTABLISHED FROM THE SECTION LINE

AND STREET MONUMENTS AND THE OLD FENCING

THAT WAS PLACED ON THE PROPERTY LINE

ACCORDING TO THE GROUNDS SUPERINTENDENT.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 e xi st in g co nd iti on s su rv ey o ve ra ll.

dw jri ch ne r s av ed :3

/9 /2

:2 lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

VF102

JREH

EXISTING CONDITIONS

ENLARGEMENT 1

SCALE:1

EXISTING CONDITIONS PLAN ENLARGEMENT 1

1"=20'

N 0 20' 40'

8 46

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Fi le

P at h:

y

:\1

\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \p ha se

\1 e xi st in g co nd iti on s su rv ey o ve ra ll.

dw jri ch ne r s av ed :3

/9 /2

:2 lo t:3 /9

/2

6:

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 #

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

810CM3029

44 WEST THIRD STREET, DAYTON OHIO 45428

BID DOCUMENTS

Date: Dwg. of --

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

IMEG

2882 106TH STREET,

DES MOINES, IA 50322

515-334-9906

TODD BARRETT

EC DESIGN

400 5TH STREET,

WEST DES MOINES, IA 50265

515-225-6365

ERIK CHRISTIANSEN

TERRACON

611 LUNKEN PARK DR,

CINCINNATI, OH 45226

513-321-5816

JEFFREY DUNLAP

CPMI

1001 GRAND AVENUE, SUITE 201

WEST DES MOINES, IA 50265

515-244-1166

BRYAN BERTRAND MARCH 12, 2021

KEY MAP

BID DOCUMENTS

Approved: Project Director

VF103

JREH

EXISTING CONDITIONS

ENLARGEMENT 2

SCALE:1

EXISTING CONDITIONS PLAN ENLARGEMENT 2

1"=20'

N 0 20' 40'

OHIO AVE

9 46