GSE Bid Drawings _ Part 1B.pdf

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

_b or in g lo ca tio ns

.d w g ed it:

jfa hr en ka m p sa ve d:

3/ 1/

:1

PM

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

BL101

JREH

BORING LOCATIONS

N

0 150' 300'

LEGEND

# BORING LOCATION

SCALE:1

BORING LOCATIONS

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

JREH

MCMAHON AVE

WISCONSIN AVE

BROW

N A

VE

HAWAII PL

IN

D

IAN

A AVE

C O

LO

R

AD

O

AVE

TEXAS AVE

W THIRD ST

NEW MEXICO PL

PE

N

N

SY

LV

AN

IA

A

VE

OHIO AVE

W

ISC

O N

SIN

AVE

W THIRD ST

SCALE:2

BORING LOGS

N/A

PROJECT: Dayton VA Niche Columbarium and In-ground Cremains

SITE: 4400 West Third Street Dayton, OH

LOCATION

Northing: 641210.158

DEPTH

TOPSOIL (12 INCHES)

1.0 SILTY CLAY (CL-ML), with gravel and sand, brown, stiff to very stiff (Glacial Till)

936.5

89 2-3-3 N=6

5-6-9 N=15

9-13-14 N=27

1.5

(HP)

1.0

(HP)

12.7

SHELBY

TUBE

2.5

(HP)

2.51

13.7

See Exploration Plan

Latitude: 39.747185° Longitude: -84.264897° Easting: 1472275.984

LL-PL-PI

Surface Elev.: 937.7 (Ft.)

ELEVATION (Ft.)

ATTERBERG

LIMITS

BORING LOG NO. B-2

Anderson EngineeringCLIENT:

Plymouth, MN

12.7 128 21-14-7

11.7

13.5

14.5 15.0

SILTY CLAY, with gravel and sand, gray, hard (Glacial Till) LIMESTONE, gray, strong rock Boring Terminated at 15 Feet

922.5 15

83 13-29-29 N=58

4.5

(HP)

Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic

Advancement Method:

3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler 3-inch Thin-Walled Tube

Abandonment Method:

Backfill with auger cuttings and concrete batch

WATER LEVEL OBSERVATIONS

No water observed during drilling No water observed upon completeion of drilling

611 Lunken Park Dr Cincinnati, OH

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Zeno GPS Survey

Boring Started: 09-14-2020

Project No.: N1205096

Drill Rig: CME 55 Driller: KH

Boring Completed: 09-14-2020

Notes:

TH

IS

B O

R

IN

G L

O G

IS

N

O T

VA

LI

D

IF

S

EP

AR

AT

ED

F

R O

M O

R

IG

IN

AL

R

EP

O R

T.

G

EO

S

M

AR

T

LO

G -N

O W

EL

L

N

D

AY

TO

N V

A N

IC

H

E C

.G

PJ

T

ER

R

AC

O N

_D

AT

AT

EM

PL

AT

E.

G

D T

9/

/2

G R

AP

H

IC

L

O G

M O

D

EL

L

AY

ER

D

EP

TH

(F t.)

W

AT

ER

L

EV

EL

O

BS

ER

VA

TI

O

N S

SA

M

PL

E

TY

PE

R

EC

O

VE

R Y

FI

EL

D T

ES

T

R

ES

U

LT

S

LA

BO

R

AT

O R

Y H

P (ts f)

U N

C O

N

FI

N

ED

C O

M

PR

ES

SI

VE

ST

R

EN

G

TH

(t sf

W

AT

ER

C

O N

TE

N

T

D R

Y U

N

IT

W

EI

G H

T (p cf

PROJECT: Dayton VA Niche Columbarium and In-ground Cremains

SITE: 4400 West Third Street Dayton, OH

LOCATION

Northing: 640430.151

DEPTH

0.6

See Exploration Plan

Latitude: 39.745175° Longitude: -84.256162° Easting: 1474717.248

LL-PL-PI

Surface Elev.: 928.1 (Ft.)

ELEVATION (Ft.)

TOPSOIL (6 INCHES)

SILTY CLAY, with gravel and sand, brown trace gray to brown, stiff to very stiff (Glacial Till)

927.5 72 2-3-7

N=10

2 5 72 3-3-5

N=8

9.0

Boring Terminated at 9 Feet

3-3-6 N=9

3.5

(HP)

2.0

(HP)

12.1

7-10-10 N=20

2.75

(HP)

7.2

ATTERBERG

LIMITS

BORING LOG NO. B-9

Anderson EngineeringCLIENT:

Plymouth, MN

9.5

Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic

Advancement Method:

3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler

Abandonment Method:

Backfill with auger cuttings and concrete batch

WATER LEVEL OBSERVATIONS

No water observed during drilling No water observed upon completeion of drilling

611 Lunken Park Dr Cincinnati, OH

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Zeno GPS Survey

Boring Started: 09-15-2020

Project No.: N1205096

Drill Rig: CME 55 Driller: KH

Boring Completed: 09-15-2020

Notes:

TH

IS

B O

R

IN

G L

O G

IS

N

O T

VA

LI

D

IF

S

EP

AR

AT

ED

F

R O

M O

R

IG

IN

AL

R

EP

O R

T.

G

EO

S

M

AR

T

LO

G -N

O W

EL

L

N

D

AY

TO

N V

A N

IC

H

E C

.G

PJ

T

ER

R

AC

O N

_D

AT

AT

EM

PL

AT

E.

G

D T

9/

/2

G R

AP

H

IC

L

O G

M O

D

EL

L

AY

ER

D

EP

TH

(F t.)

W

AT

ER

L

EV

EL

O

BS

ER

VA

TI

O

N S

SA

M

PL

E

TY

PE

R

EC

O

VE

R Y

FI

EL

D T

ES

T

R

ES

U

LT

S

LA

BO

R

AT

O R

Y H

P (ts f)

U N

C O

N

FI

N

ED

C O

M

PR

ES

SI

VE

ST

R

EN

G

TH

(t sf

W

AT

ER

C

O N

TE

N

T

D R

Y U

N

IT

W

EI

G H

T (p cf

10 46

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 d em o 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

IGC DEMOLITION PLAN

CD101

N

0 20' 40'

SCALE:1

IGC DEMOLITION PLAN

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

REMOVE TREE

SILT FENCE

CONSTRUCTION FENCE

ROCK ENTRANCE

TREE PROTECTION (SEE 7/LP501)

TREE TO BE RELOCATED

INLET PROTECTION

LEGEND

CONSTRUCTION FENCE

SILT FENCE

CONTRACTOR TO RELOCATE THESE TREES BY

90" SPADE. SEE GC101 FOR NEW LOCATIONS OF

RELOCATED TREES.

SHEET NOTES

OHIO AVE

1. CONTRACTOR TO VERIFY STAGING EXTENTS WORK WITH

CONSTRUCTION OPERATIONS.

PROVIDE CURB

AND SIDEWALK

PROTECTION/

RESTORATION

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 d em o ov er al l.d w eh ed m an s av ed

:3 /1

0/

:3

A M 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

KEY MAP

BID DOCUMENTS

Approved: Project Director

COLUMBARIUM DEMOLITION PLAN

CD102

N 0 20' 40'

SCALE:1

COLUMBARIUM DEMOLITION PLAN

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

CONSTRUCTION FENCE

SILT FENCE

KEY NOTES

1 PROTECT EXISTING ORNAMENTAL FENCE

REMOVE LANDSCAPING; REPLACE IN KIND

PROVIDE BIOROLL AT BACK OF CURB

FULL DEPTH SAWCUT CURB & GUTTER

RELOCATE IRRIGATION MAINLINE PER IR101

FULL DEPTH SAWCUT AND REMOVAL, ASPHALT PAVEMENT.

REMOVE RETAINING WALL

MCMAHON AVE. IS A MAJOR FUNERAL PROCESSION ROUTE AND

WORK WITHIN THIS AREA NEEDS TO BE EXPEDITED; ALL WORK

WITHIN THIS AREA SHALL BE COMPLETED WITHIN 7 CALENDAR

DAYS FROM THE START OF WORK IN THIS ZONE. CONTRACTOR

SHALL PROVIDE TEMPORARY CONSTRUCTION FENCE ON STANDS

BETWEEN PAVEMENT REPLACEMENT WORK AND CEMETERY ROAD.

SUBMIT SCHEDULE TO COR FOR APPROVAL.

REMOVE TREE

SILT FENCE

CONSTRUCTION FENCE WITH SCREEN

REMOVE CURB & GUTTER

FULL DEPTH SAWCUT

ROCK ENTRANCE

TREE PROTECTION (SEE 7/LP501)

INLET PROTECTION

REMOVE RETAINING WALL

REMOVE ASPHALT PAVEMENT

LEGEND

THIRD STREET TEMPORARY CONSTRUCTION ACCESS:

REMOVE, PROTECT, AND REPLACE EXISTING DECORATIVE

FENCE AS REQUIRED TO ALLOW FOR CONSTRUCTION ACCESS.

FENCE SECTION SHALL BE REPLACED IN KIND IF DAMAGED.

B

C

891011

12131415

16171819

20212223

24252627

28293031

32333435

905 901

285 281

979 974

915 911

886 881

824 819

793 788

762 757

700 695

669 664

638 633

607 602

605 601

545 540

514 511

483 478

452 447

390 385

328 323

297 292

295 291

266 261

235 230

993 986

989 984

962 955

958 953

931 924

927 922

900 895

896 891

869 862

865 860

838 831

834 829

807 802

803 798

776 769

772 767

745 738

714 707

710 705

683 676

679 674

652 647

648 643

621 614

617 612

590 583

586 581

559 552

555 550

528 521

524 519

497 490

493 488

466 459

462 457

435 428

404 397

373 366

369 364

342 335

338 333

311 304

307 302

280 273

276 271

249 242

38 37 36

5455 50515253 49

535 529

566 560

597 591

628 622

659 653

690 684

59606162 565758

79808182 767778

105 99100

132 126

163 157

194 188

225 221

71727374 67686970 66

91929394 87888990 86

117 110

144 137

175 168

206 199

826 821

795 790

764 759

733 728

702 697

640 635

609 604

547 542

485 480

454 449

423 418

392 387

330 325

299 294

268 263

237 232

245 241

665A

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 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

SECTION 46 IGC LAYOUT &

NUMBERING PLAN

LEGEND

CS101

NEW BURIAL SECTION - GRAVE FACE DIRECTION

GRAVESITE GRID MONUMENTS

SECTION MARKER

KEY NOTES

1 GRAVESITE GRID MONUMENT, SEE 4/CS501

SECTIONAL MARKER, SEE 5/CS501

FLOWER WATERING STATION, SEE 1/CS503

N 0 20' 40'

SCALE:2

SECTION 46 IGC NUMBERING PLAN

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

N 0 20' 40'

SCALE:1

SECTION 46 IGC LAYOUT PLAN

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

48' 44' 44'

48' 44' 44'

20' 20'

13 46

B

C

891011

12131415

16171819

20212223

24252627

28293031

32333435

5.

0%

3.

0%

ME 920.14

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 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

SECTION 46 IGC GRADING & UTILITY

PLAN

LEGEND

CS102

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

WATER SERVICE

CHAIN LINK FENCE

SILT FENCE

GRADING LIMITS

INLET SEDIMENT PROTECTION

SPOT ELEVATION

HIGH POINT

RIM ELEVATION

TOP OF CONCRETE

MATCH EXISTING

FINISHED GRADE

TOP BACK OF CURB

HP 800.1

R 800.1

800.1

TC 800.1

ME 800.1

FG 800.1

TBC 800.1

X.X%

N 0 20' 40'

SCALE:1

SECTION 46 IGC GRADING & UTILITY PLAN

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

KEYNOTES

1 FLOWER WATERING STATION. SEE 1/CS503

SHEET NOTES

1. SEE SHEET IR102 FOR IRRIGATION AND FLOWER WATERING

STATION WATER SUPPLY DETAILS.

1'-6" 1'-0"

5" CONC. PAVEMENT

4" AGGREGATE BASE

8" 2"

3" CLR.

5" CONC. PAVEMENT

4" AGGREGATE

BASE

2"8"

V A

R

IE

S S

E E

D R

A

IN

A G

E

U

TI

LI

TY

P

LA

N S

3" CLR.

6" 1'-0"

1'-01 2"

1'-6" 1'-0"

5" CONC. PAVEMENT

4" AGGREGATE BASE

8" 2"

3" CLR.

1'-0"

2" EXPANSION JOINT

NATURAL STONE VENEER

COLUMN/RET. WALL

CONT. #4 BARS 12" O.C. E.W.

TOPSOIL

SHREDDED MULCH

CONT. #4 BARS 12" O.C. E.W.

SECTION A

SECTION B

SECTION C

4" PERFORATED DRAINTILE

NON-WOVEN FABRIC

OVERLAP 12" MIN. AT SEEMS

DRAINAGE FILL

6" MIN DEPTH

DECORATIVE PEA GRAVEL R 12" TOOLED AT ALL

PAVEMENT EDGES, TYP.

R 12" TOOLED AT ALL

PAVEMENT EDGES, TYP.

THICKENED EDGE SIDEWALK @ FLOWER GRAVEL STRIP.

THICKENED EDGE SIDEWALK @ VENEERED WALLS.

THICKENED EDGE SIDEWALK @ LANDSCAPE BED.

12" STRUCTURAL FILL 12" STRUCTURAL FILL 12" STRUCTURAL FILL

COMPACTED SUBGRADECOMPACTED SUBGRADE COMPACTED SUBGRADE

2.

4"

2.4"

7 8

0.9" - 1.4"

0.

2"

50% - 65%

OF BASE

DIAMETER

/1

6" , T

Y P

3"

2'-0"

3"

DOME SPACING

NOT TO SCALE

DOME SECTION

NOT TO SCALE

2" EXPANSION JOINT

LIGHT DUTY CONCRETE

PAVEMENT

4" AGGREGATE BASE

12" STRUCTURAL FILL

1" MORTAR BED

TRUNCATED DOME PAVER

HEAVY DUTY

CONCRETE

PAVEMENT

COMPACTED SUBGRADE

5"

R 1/4"

TOOLED, TYP.

1/4"

1/4

SLAB

DEPTH

1/2"

D/3

NOTES:

JOINTS TO BE EQUALLY SPACED WHERE NOT

DIMENSIONED AS SHOWN HEREON. MAXIMUM

JOINT SPACING SHALL BE 12' MAXIMUM IN

EITHER DIRECTION.

R 1/4" TOOLED, TYP.

1/2" SEE DETAIL BELOW

PREMOULDED EXPANSION

JOINT FILLER

PREFORMED PLASTIC

RECEIVER -"SPEED DOWEL"

OR EQUAL

24" LONG STAINLESS STEEL #4

DOWEL LOCATE HORIZONTALLY

IN CENTER IF SLAB @ 12" O.C.

JOINT SEALANT TYPE S-11

PREMOULDED EXPANSION JOINT

FILLER CONFORMING TO ASTM D1751

OR D1752 (FULL DEPTH)

BACKER ROD

CONCRETE REINFORCEMENT PER

ASSOCIATED PAVEMENT SECTION

(TYP.)

CONTROL JOINT

EXPANSION JOINT

3 1/2"

6"

3"

PLAN VIEW

MONUMENT MARKER

ALUMINUM DOMED-TOP

MONUMENT MARKER 3-1/2" DIA.

SPLIT STYLE STEM AND

INTEGRAL LOCATION MAGNET

FIELD STAMPED CROSS HAIRS:

MAX. LENGTH 3/4", MIN. LENGTH

1/2". CROSS HAIRS SHALL BE

LOCATED WITHIN ENGRAVED

CIRCLE. ALIGN CROSS HAIRS

WITH GRAVESITE GRID LINES.

REQUIRED 3/16" HIGH TEXT

ENGRAVED ON CAP

ENGRAVED 1" DIA. CIRCLE

CENTERED IN MONUMENT

MARKERNOTE:

1. CENTER POINT OF BURIAL CONTROL

MONUMENT GRID SHALL BE WITHIN 0.05 FT

OF THE POINT DESIGNATED ON

THE PLANS.

3' -0

1" DIAMETER x 2 1/4" DEEP HOLE.

SET MARKER WITH NON METALLIC,

CAST-IN-PLACE.

6" DIAMETER, 1'-6" LONG CAST IN PLACE

REINFORCED WITH 1 #6 REBAR, 14"

LONG, 1" CLEAR FROM FACE.

SET FLUSH WITH FINISHED GRADE

SMOOTH TROWEL FINISH TOP SURFACE,

ENSURE POSITIVE DRAINAGE

DOMED-TOP MONUMENT MARKER,

SEE DETAIL

SECTION

6" DEPTH COMPACTED

STRUCTURAL FILL TYPE 1

6" TOPSOIL

SEC

2-1/4"

2' -8

1'

-0

6" 6"

2" 8"

6-1/2" 2"

1-1/2"

7"

NOTE:

-"SEC" LETTERS; 1-1/2" HT., 3/15"

DEPTH, 3/16" STEMS AND BARS;

TEXT FOR SECTION ID NUMBERS

ENGRAVED 2" HT., 3/16" DEPTH, 3/8"

STEMS AND BARS, ARIAL FONT.

CORNERS AND EDGES INCLUDING 2"

BELOW GROUND LEVEL ROUNDED

TO 3/8" RADIUS (TYP.)

FINISHED GRADE

#4 REBAR 12" O.C. E.W.

7"

AGGREGATE BASE

COMPACTED SUBGRADE

9"

CONCRETE

PAVEMENT

5"

AGGREGATE BASE

12" STRUCTURAL FILL

4"

2"

COMPACTED SUBGRADE

TOPSOIL

#3 REBAR 12"

O.C. E.W.

3" CLR.

3/8" EXPANSION JOINT

W/ TOOLED EDGE

#3 SMOOTH DOWEL;

18" LONG AT 12" O.C.

3" CLR.

2"

CONCRETE PAVEMENT

HEAVY DUTY LIGHT DUTY

CS501

SITE DETAILS 1

NOTE:

-DETECTABLE WARNING PAVERS TO BE FLUSH (NOT

RECESSED). INSTALL PRE-FABRICATED UNITS PER

MANUFACTURER INSTRUCTIONS. COLOR TO BE

UNIFORM THROUGHOUT AND SHALL MATCH EXISTING

DAYTON NATIONAL CEMETERY MATERIALS.

SCALE:1

CONCRETE PAVEMENT SECTIONS

NOT TO SCALE

SCALE:3

CONCRETE PAVEMENT JOINTS

NOT TO SCALE

SCALE:6

GRAVESITE GRID MONUMENT

NOT TO SCALE

SAWCUT PAVEMENT FULL DEPTH

12" AGGREGATE BASE. ODOT ITEM 304

TYPE D WOVEN GEOTEXTILE FABRIC FOR

SUBGRADE STABILIZATION

ASPHALT BINDER PG 64-22

ASPHALT TACK COAT

FLUSH W/ADJACENT PAVEMENT

1.5" ASPHALT CONCRETE WEAR COURSE. ODOT ITEM

441, AC SURFACE, TYPE 1

2.5" ASPHALT CONCRETE BASE COURSE. ODOT ITEM

441, AC INTERMEDIATE, TYPE 2

EX. PAVEMENT

COMPACTED SUBGRADE

SCALE:2

BITUMINOUS PAVEMENT SECTION

NOT TO SCALE

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 d et ai ls

.d w eh ed m an s av ed

:3 /1

0/

:5

P M lo t:3 /1

0/

:0

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

SCALE:5

GRANITE SECTION MARKER

NOT TO SCALE

SCALE:7

DETECTABLE WARNING PANEL

NOT TO SCALE

SCALE:4

LIGHT/HEAVY DUTY CONCRETE

NOT TO SCALE

INNER RADIUS 0.45"

OUTER RADIUS 0.90"

1.5" DEPTH COLD PLANE REMOVAL,

12" WIDE FROM EDGE (MIN.)

ASPHALT

PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

BARRIER CURB

NOSE DOWN CURB

3'

6"

MINIMUM 2" SAND

OR GRAVEL CUSHION

12" MIN.

"M

IN

2'

1/

4" M

IN

6 1/2"

#4 BARS @ 12" O.C.E.W

3" CLR. MIN.

3" CLR. MIN.

2"

5" M

AX

3- 4"

A

PP

R O

X.

MATCH TO EXISTING

TYPE A

BARRIER CURB

TYPE A

6'

6'

CS502

SITE DETAILS 2

SCALE:1

BARRIER CURB

NOT TO SCALE

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 d et ai ls

.d w jri ch ne r s av ed :3

/9 /2

:4 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

6"

EXISTING

ASPHALT

PARKING STALL

2'

1/

4" M

IN

1/

4" M

IN

2" M

IN

PARKING STALL EXISTING

ASPHALT

3-4" APPR

O

X.

MATCH TO EXISTING

TYPE C

BARRIER CURB

TYPE B

4'

TYPE C

TYPE B

4'

SCALE:2

NOSE DOWN CURB

NOT TO SCALE SCALE:3

TYPE A CURB

NOT TO SCALE SCALE:4

TYPE B CURB

NOT TO SCALE

"M

IN

1/

4" M

IN

4" M

AX

2"

2'

EXISTING

ASPHALT

PARKING STALL

SCALE:5

TYPE C CURB

NOT TO SCALE SCALE:6

BARRIER & TYPE A TO EXISTING CURB TRANSITION

NOT TO SCALE SCALE:7

TYPE A TO TYPE B CURB TRANSITION

NOT TO SCALE SCALE:8

TYPE B TO TYPE C CURB TRANSITION

NOT TO SCALE

SCALE:9

BARRIER & TYPE C TO EXISTING CURB TRANSITION

NOT TO SCALE

16 46

E.Q.

FRONT VIEW

4'-41 2"

E.Q.

SIDE VIEW

1'-67 8"

1' -5

SE

AT

H

EI

G

H T

1' -1

01 8" H

EI

G H

T

1'-8"

3"

NEOPRENE WASHER

FOOT OF

BENCH

COLOR TO BE POWDER-

COATED VICTOR

STANLEY BRONZE OR

APPROVED EQUIVALENT

TO MATCH EXISTING.

ANCHOR BOLTS,

REFER TO

ENLARGEMENT

4"

Do Not Drink3"

EQ. EQ.

R 1 2

3/4" HT. LETTERING, OPTIMA

BOLD TYPE FACE, INITIAL

CAP AND LOWER CASE; SEE

SIGNAGE SCHEDULE FOR

COPY

ALUMINUM SIGN PANEL

WELDED TO CONTINUOUS

CURVED FRAME; SEE

SPECIFICATIONS FOR

COLOR & FINISH

1/8" THICK ALUMINUM

SIGN PANEL

3 4"

FLORAL

REGULATIONS

1/

2"

1/ 2"

1/

2"

1'-0"

EQ EQ

8"

1/ 4"

1/4"

8"

NOTE:

-MINIMUM 1'-6" FROM

EDGES OF SIDEWALK

Trash

SEE PLAN VIEW

CS503

2' -3

2' -8

5 8"

CONCRETE PAD

ANCHOR RECEPTACLES

W/STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER

SIGN FOR "TRASH ONLY" AS

NOTED. CLEAR DECAL W/

WHITE LETTERING, OPTIMA

BOLD TYPEFACE 1-1/2" HIGH.

DECAL SHALL BE LOCATED ON

4 SIDES OF EACH

RECEPTACLE.

ELEVATION VIEW

VICTOR STANLEY S-42

OR APPROVED EQUAL

VICTOR STANLEY S-424

OR APPROVED EQUAL

SIGN FOR "FLOWER VASES" AS NOTED.

CLEAR DECAL W/ WHITE LETTERING, OPTIMA

BOLD TYPEFACE 1-1/2" HIGH. DECAL SHALL BE

LOCATED ON 4 SIDES OF EACH RECEPTACLE.

BRONZE WATER SPIGOT

3/4 INCH COMPRESSION

JUG FILLER,SELF-CLOSING

LEVER HANDLE

"DO NOT DRINK" SIGN

SHUT-OFF VALVE

HANDLE

SEE PLAN VIEW SEE PLAN VIEW

4'-0"

FINISHED GRADE

12" X 22" CONCRETE

VALVE BOX WITH METAL LID

SEE PLAN VIEW FOR LOCATION

PVC PIPE RISER

8" WASHED ROUND GRAVEL

8" WASHED ROUND GRAVEL

2' -5

1'-2"

1' -0

3/4" TYPE K COPPER PIPING

FILTER FABRIC

3" MIN DEPTH OF 34 "

WASHED GRAVEL

4" x 12" COPPER MALE

ADAPTOR

PVC SCH 80 UNION

BRICK (CONTINUOUS

AROUND BOTTOM OF

VALVE BOX

2" 90° PVC ELBOW

2" X 3/4" PVC REDUCER

1" CL 200 PVC PIPE (LENGTH

AS REQUIRED)

HDPE MAINLINE PIPE &

HDPE ELECTROFUSION

WELD SERVICE TEE

SCH 40 PVC 1-INCH

MALE ADAPTER

PVC SCH 80 CLOSE NIPPLE

ADJUSTABLE PRESSURE REGULATOR

PVC SCH. 80 NIPPLE

4" THREADED CURB STOP VALVE

SCH 40 PVC REDUCING MALE ADAPTER (1 of 2)

3/4" DOMESTIC WATER SUPPLY

LINE; SEE IRRIGATION DRAWINGS

CONCRETE FOOTING

STEEL FINS, WELD TO

STEEL TUBING

GEOTEXTILE FABRIC

SECURE WITH ADHESIVES

1/2" DECORATIVE

BEACH PEBBLE

4" AGGREGATE BASE

COMPACTED SUBGRADE

12" STRUCTURAL FILL

5" THICK CONCRETE APRON (IGC ONLY)

2"

CONNECT 4" PERF.

DRAINTILE WITH SOCK TO

COLUMBARIA UNDERDRAINS.

5" THICK REINFORCED CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP. MEDIUM BROOM

FINISH, RUB OUT ALL SURFACE TOOL MARKS

TRASH RECEPTACLE:

TAPERED DOME LID

W/SELF-CLOSING DOOR

SPLASH AREA AGGREGATE

TO MATCH EXISTING FLOWER

WATERING STATIONS

FLOWER VASE RECEPTACLE W/ CUSTOM

HINGED LID & FLORAL DECALS

5" THICK

CONCRETE

APRON5'

-3

VALVE BOX

1/3" SQUARE HOLE

FOR ANCHOR BOLT

TRASH RECEPTACLE:

TAPERED DOME LID W/

SELF-CLOSING DOOR

FLOWER VASE RECEPTACLE:

CUSTOM HINGED LID

W/FLORAL DECALS

HANDLE

TOP VIEW

BOTTOM VIEW

HANDLE

TRASH RECEPTACLE:

TAPERED DOME LID

W/SELF-CLOSING DOOR

5" THICK REINFORCED CONC.

PAD W/ 1/4" RADIUS @ EDGE, TYP.

MEDIUM BROOM FINISH, RUB OUT

ALL SURFACE TOOL MARKS

2'-838"

7'-83 8"

2' -1

1"

2' -0

4"

VALVE BOX

SPLASH AREA AGGREGATE

TO MATCH EXISTING FLOWER

WATERING STATIONS

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 d et ai ls

.d w jri ch ne r s av ed :3

/9 /2

:4 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

CS503

SITE DETAILS 3

SCALE:4

BENCH

NOT TO SCALE

SCALE:2

DO NOT DRINK SIGN

NOT TO SCALE

SCALE:3

FLORAL REGULATIONS DECALS

NOT TO SCALE

SCALE:1

FLOWER WATER STATION

NOT TO SCALE

17 46

2" 4"

3' -0

VA

R

IE

S

4'-0"

2"

3/ 4"

2"

BLUE

BLUE OUTLINE

WITH

WHITE INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

THIS SHEET

RED RED

WHITE

BLUE

ELEVATION

WOOD STRIPS

SP24.04

3' -0

NOTE:

ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS

TO BE HORIZONTAL AND OCCUR BETWEEN

LINES OF LETTERING.

ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

2" 5"

9" M

AX.

1'-0" 5"

14" M

AX.

2" 5"

5" 2"

4'-0"

M

IN

3'-0"

6"

6'-0"

8'-0"

5" 5"

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO BE

PAINTED WHITE

BORDER MEMBER PAINTED BLACK PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

2"X4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME

AND BRACE IN

BACK

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH TO

BE CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

ELEVATION SECTION

ON CENTERLINE

TEMPORARY CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY LOCATION

WITH SOR/COR.

SP24.1

SIDE A

SIDE B

3'-4"

2' -0

4' -0

3'

-6

STRIPE PAINTED

46-258 TUSCON

GOLD

STRIPE PAINTED

46-258 TUSCON

GOLD

SECURE SIGN PANEL

TO POST WITH MOUNTING

EXTRUSION AND CC SCREWS

TOP OF CAP

AND FINS

PAINTED 46-258

TUSCON GOLD

2 1/4" DEEP

FABRICATED ALUM.

SIGN CABINET

PAINTED GREEN

3" SQ.

EXTRUDED

ALUM. SIGN

POSTS

PAINTED

GREEN

1/2"

COPY 2 1/2"

ARROW 2 3/4"

FIRST SURFACE WHITE VINYL

COPY AND ARROW

3'-10"

13 4"

SIDE A

SIDE B

3'-4"

2' -0

4'

-0

3' -6

STRIPE PAINTED

46-258 TUSCON

GOLD

STRIPE PAINTED

46-258 TUSCON

GOLD

SECURE SIGN PANEL

TO POST WITH MOUNTING

EXTRUSION AND CC SCREWS

TOP OF CAP

AND FINS

PAINTED 46-258

TUSCON GOLD

2 1/4" DEEP

FABRICATED ALUM.

SIGN CABINET

PAINTED GREEN

3" SQ.

EXTRUDED

ALUM. SIGN

POSTS

PAINTED

GREEN

1/2"

COPY 2 1/2"

ARROW 2 3/4"

FIRST SURFACE WHITE VINYL

COPY AND ARROW

13 4"

4'-0"

3' -0

5' -6

3'

-6

SIDE A

1/2"

4'-6"

NOTE: DIRECTORY SIGNAGE ARTWORK

WILL BE PROVIDED BY AE.

23 8"

4"

1 2"

1 2"

1 2"

11 2"

3"

3" PEAK

POST CAP3"

3" SQUARE

POST

3"

3"

MOUNTING

EXTRUTION

SIDE B

SECURE SIGN PANEL

TO POST WITH MOUNTING

EXTRUSION AND CC SCREWS

TOP OF CAP AND

FINS PAINTED

46-258 TUSCON

GOLD

STRIPE PAINTED

46-258 TUSCON

GOLD

STRIPE PAINTED

46-258 TUSCON

GOLD

2 1/4" DEEP

FABRICATED ALUM.

SIGN CABINET

PAINTED GREEN

3" SQ.

EXTRUDED

ALUM. SIGN

POSTS

PAINTED

GREEN

CS504

SITE DETAILS 4

SCALE:2

PROJECT SAFETY SIGN

NOT TO SCALE

SCALE:1

PROJECT CONSTRUCTION SIGN

NOT TO SCALE

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 d et ai ls

.d w jri ch ne r s av ed :3

/9 /2

:4 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

SCALE:4

COLUMBARIUM A SIGN

2"=1'-0" (30" x 42" PAPER SIZE) SCALE:5

COLUMBARIUM B SIGN

2"=1'-0" (30" x 42" PAPER SIZE)

SCALE:3

DIRECTORY SIGN

2"=1'-0" (30" x 42" PAPER SIZE)

SCALE:6

SIGN POST CAP DETAIL

2"=1'-0" (30" x 42" PAPER SIZE)

SCALE:7

SIGN POST DETAIL

2"=1'-0" (30" x 42" PAPER SIZE)

SCALE:8

SIGN POST HARDWARE DETAIL

2"=1'-0" (30" x 42" PAPER SIZE)

18 46

NOTE

MINIMUM SLAB THICKNESS 6"

FOR 14' DEPTH. INCREASE

THICKNESS 1" FOR EACH 4' OF

DEPTH GREATER THAN 14' AND

REINFORCE WITH 6"X6" 10/10

MESH.

BASE: PRECAST OR POURED-IN-PLACE CONCRETE

FLOW

ADJUST CASTING TO 1/2"

BELOW FINISHED GRADE.

SEE STRUCTURE SCHEDULE ON SHEET CC106

FOR CASTING INFORMATION

2" ADJUSTING RINGS AS

REQUIRED (MIN. 2, MAX. 4). FULL BED OF MORTAR

BETWEEN RINGS CASTING

AND ON OUTSIDE OF RINGS.

NOTE

1. MANHOLES 8' DEEP OR GREATER,

THE PRECAST SECTION

IMMEDIATELY FOLLOWING THE

CONE SECTION SHALL BE 1'-4" (16")

IN HEIGHT

2. PROVIDE STEPS IN ALL

MANHOLES OVER 4.5 FEET IN

DEPTH.

"O" RING GASKETS BETWEEN EACH

JOINT IN MAN HOLE SECTIONS.

*48" DIAMETER WHEN PIPE IS 36" OR

SMALLER.

72" DIAMETER WHEN PIPE IS LARGER

THAN 36".

SEE STRUCTURE SCHEDULE

USE T-SECTION MANHOLE

WHERE POSSIBLE (DESIGN J)

WITH OFFSET CONE

CONNECTION OR PRECAST SLAB.

STEPS 16"

O.C. ON

DOWNSTREAM

SIDE

27"

AS

R

EQ

U

IR

ED

1' -4

4'

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

TOPSOIL (NON PAVED

AREAS) STRUCTURAL FILL

(PAVED AREAS)

SLOPE PER OSHA SAFETY

STANDARDS

BEDDING FOR STORM

SEWER PIPE

W=MAX.

TRENCH

WIDTH

4 O.D.

MIN. 4"

MAX 8"

UNDISTURBED SOIL

FINISHED GRADE

SEE PLANS FOR MATERIALS

STRUCTURAL FILL

100' MAX

100' MAX.

4" PVC

LONG SWEEP

90° BEND

4" PVC

LONG SWEEP

90° BEND

WYE

PVC C.O. CAP

TOP OF PVC C.O. CAP SHALL BE PLACED

AT TRANSITION FROM DECORATIVE

AGGREGATE TO DRAINAGE AGGREGATE

AS TO HIDE CLEANOUT, BUT PROVIDE

ACCESS AS NEEDED FOR MAINTENANCE.

6" MIN. DECORATIVE

AGGREGATE

12" MIN. DRAINAGE FILL

END OF LINE

45° BEND

FINISH GRADE

45° BEND

PVC RISER

IN LINE / CONNECTION POINT

FINISH GRADE

45° BEND

WYE

CAST IRON FRAME &

GRATE, MARKED C.O.

OR BLANK

CAST IRON FRAME &

GRATE, MARKED C.O.

OR BLANK

EJ 6106-N 1-1/2" GRATE EJ 6106-N 1-1/2" GRATE

PVC RISER

FINISHED GRADE

GROUT, WITH AN APPROVED BONDING

AGENT ADDITIVE, SHALL BE PLACED

BETWEEN AND OUTSIDE OF THE

ADJUSTING RINGS.

3 MIL POLYETHLENE WRAP

AROUND THE OUTSIDE OF

THE CONC. ADJUSTING RINGS

CONC. MIX SHALL

INCORPORATE THE

ENTIRE CASTING AND

ADJUSTING RINGS.

ONLY CONCRETE OR METAL

SHIMS SHALL BE USED FOR

LEVELING CASTING.

POURED OR PRECAST

CONC. BASE

GROUT BENCH

& FLOW LINE

2" ADJUSTING RINGS

MIN. - 2

MAX. - 6 27"

4"

42"

5"

D

VA

R

IE

S

(4 ' M

AX

SEE STRUCTURE

SCHEDULE ON SHEET

CC106 FOR CASTING

INFORMATION

CS505

SITE DETAILS 5

SCALE:1

STORM SEWER MANHOLE DETAIL

NTS SCALE:2

PIPE BEDDING SECTION

NTS SCALE:3

NOT USED

NTS SCALE:4

CLEANOUT - COLUMBARIA FLOWER STRIP

NTS

SCALE:5

YARD / GREENSPACE INLET SECTION

NTS

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 d et ai ls

.d w jri ch ne r s av ed :3

/9 /2

:4 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

SCALE:6

SHALLOW CATCH BASIN DETAIL

NTS

NOTE

1. PIPE BEDDING APPLIES TO ALL NON-PERFORATED STORM PIPE.

SEE DETAIL 11/CC507 FOR PERFORATED DRAINTILE PIPE AT

COLUMBARIUM FLOWER STRIP.

2. BEDDING FOR RCP SHALL TERMINATE AT SPRING LINE OF

PIPE. BEDDING FOR HDPE SHALL TERMINATE 12" ABOVE

PIPE.