DNC-810CM3030_Submission_BD_Plans_Part3.pdf

PDF 19 MB Posted

Attached to
DAYTON NATIONAL CEMETERY: PIC/Admin Bldg, Repair Roads, & Replace Committal Shelter B
Solicitation number
36C78623B0033
Issued by

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Written by GovTribe AI ·

This federal contract opportunity notice is for construction services at the Dayton National Cemetery in Ohio. The Department of Veterans Affairs National Cemetery Administration is soliciting proposals under solicitation number 36C78623B0033 to repair and replace several structures at the cemetery. Specifically, the contract involves repairing roads, replacing the committal shelter building, and renovating the cemetery's PIC/Administration building. Proposals are due by the date listed in the full solicitation document. The award date and other contractual terms are also included therein. The opportunity is set aside for small businesses.

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36C78623B0033_2 Dayton IFB Final.docx DOCX document
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LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CLEARING/GRADING

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

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6 7 8

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SITE PLAN (BID OPTION

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SEE SHEET CS111

LEGEND:

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OVERLAY (1.5")

LIMITS OF WORK

NEW PAVEMENT

CONSTRUCTION (12.5")

SYMBOL DESCRIPTION DETAIL

SITE PLAN GRAPHIC LEGEND:

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CLEARING

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TIE INTO EX.

CURB & GUTTER

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

2 3 4 5

6 7 8

CS114

SITE PLAN (BID OPTION

1)

NORTH

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS112

LEGEND:

NON-STRUCTURAL ASPHALT PAVEMENT

OVERLAY (1.5")

LIMITS OF WORK

NEW PAVEMENT

CONSTRUCTION (12.5")

SYMBOL DESCRIPTION DETAIL

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SHUT-OFF VALVE

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WATER CONNECTION

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ELEC BOX

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GATE

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6' BRICK WALL

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LANDSCAPE AREA (TYP.)

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35121 FMON

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35122 FMON

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35150 FMON

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103 FMON

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101 FMON

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35325 FMON

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102 SMON

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1 CP SIR

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CS501

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CS501

+0

+0

12+00

+0

14+

15+00

+2

PC=10+86.97

PC=13+58.89

PT=13+11.83

PT=15+10.25

PC

C=

+9

0.6

SS

SS

SS

E1

EX.

E

8" SAN SEW

EX. 24" SAN SEW

EX. 24" SAN SEW

4" SAN LAT

2C

EX.

2B

2A

11A

EX1

EX.

24" HDPE

15" HDPE

15" HDPE EX. 24" CLAY

18" HDPE

24" HDPE

" H

DP

E

15" HDPE

EX

. 1

2"

CL

AY

EX. 18" CLAY

18" HDPE

15" HDPE

EX. 24" CLAY

W

14+ 99.

(-15

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+9

0.5 9 (

9.2 3')

14+62.71 (17.54')

14+47.68 (21.00')

11+08.02 (21.00')

10+88.87 (13.80')

10+72.95 (9.00')

10+37.05 (9.00') 10+37.48 (-9.00')

10+46.95 (-9.00')

10+62.53 (-14.45')

10+81.24 (-21.00')

C1

C2

C3

12'' DIP WL

18'

30' R30'R

30'R6'R

25'R

30'R

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30'R 30'R 23.95'

10'

10'

12'

2'

4'

30'R

+8

3.4 8 (

-21 .00

EXTENDED DETENTION POND

2'

5'

W

W

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DP

E

18" HDPE

EX

. 1

8"

HD

PE

1C

1B

EX.

1A

W

W

W

W

W

W

W

W

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

S

S

S S

S S

S

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W

W

W

W

ESx

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x

ES

x

ES

x

ES

x

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ES

x

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x

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ST

ST

ST

ST

ST

ST

ST

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CORTEGE LANES PROFILE

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RA

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PR

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C

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3.9

5.3

3.3

3.2

1.0

0.9

1.0

8.6

9.7

2.6

3.6

3.1

4.3

3.6

4.0

4.6

4.9

5.1

4.3

5.4

3.7

4.9

2.6

4.3

1.9

3.8

1.4

2.6

0.8

2.1

0.7

1.5

0.6

0.3

0.9

9.8

0.9

9.2

0.6

2.6

2.3

5.1

5.4

8.3

5.0

8.6

3.8

1.8

2.9

8.4

8.8

HP STA. = 11+83.11

HP ELEV. = 905.46

PVI STA. = 11+85.70

PVI ELEV. = 905.86'

A = -4.29 K = 17.49

75.00' VC

PV

C

ST

A.

= 1 1+

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PV

C

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EV

5.1 2'

PV

T S

TA

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3.2

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TO

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3.7

4.9

2.8

0.5

9.3

2.9

3.2

4.2

4.7

5.0

4.5

3.9

3.4

2.2

1.6

1.1

9.9

0.0

9.7

4.6

5.0

4.5

3.4

1.4

2.5

9.6

4.8

6.1

3.9

1.7

8.9

3.6

4.1

5.4

5.9

6.2

5.7

5.1

4.5

3.4

2.8

2.2

1.1

0.2

9.4

5.8

6.2

5.7

4.5

2.6

3.7

9.0

CURVE TABLE

CURVE #

C1

C2

C3

ARC LENGTH

224.85

131.80

19.57

RADIUS

80.00

80.00

20.00

DELTA

161°02'24"

094°23'32"

056°04'05"

TANGENT

479.1'

86.4'

10.6'

CHORD

157.81'

117.39'

18.80'

CHORD BEARING

N05° 45' 12.04"W

N39° 04' 38.07"W

N36° 09' 10.35"E

+3

7.0 5=

PC

TC

R T

3.4

+3 7.4

8=

PC

TC

LT

3.0

+4 6.9

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PC

TC

LT

2.9

+6

2.5 3=

PC

TC

LT

3.1

+7

2.9 5=

PC

TC

R T

4.1

+8

1.2 4=

PC

TC

LT

3.3

+8

8.8 7=

PC

TC

R T

4.5

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8.0 2=

PC

TC

R T

5.0

+4

7.6 8=

PC

TC

R T

0.2

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2.7 1=

PC

TC

R T

9.8

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3.4 8=

PC

TC

LT

9.7

+9

0.5 9=

PC

TC

R T

9.0

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PC

TC

LT

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CL

IN

TX

C

OR

TE

GE

LA

NE

S

= E X.

WI

SC

ON

SIN

AV

E

+0

0=

CL

IN

TX

C

OR

TE

GE

LA

NE

S = E

X.

MC

MA

HO

N

AV

E

EX. GRADE

@ ROAD CL

PR. GRADE

@ ROAD CL

COMPACT FILL

PER GEOTECH

+5

0=

EX

. 1 8"

ST

OR

M X-

IN

G

IN

V.=

0.7

NORTH

CT201

ROAD PLAN & PROFILE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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1.D

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

GRAPHICAL SCALE: 1"=25'

25 12.5 0 25 50 75

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

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ADMIN BUILDING

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HONOR GUARD BUILDING

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EX. BUILDING 2,356 SF (HT=20.0')

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FUEL TANK

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OIL TANK

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EH

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EH

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EH

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EH

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ST

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ST

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ST

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ST

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DS

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DS

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DS

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CABLE BOX

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MH

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AutoCAD SHX Text 912.42

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FFE

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FFE

AutoCAD SHX Text 913.33

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FFE

AutoCAD SHX Text 913.35

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FFE

AutoCAD SHX Text 913.26

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FFE

AutoCAD SHX Text 913.20

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AutoCAD SHX Text 913.24

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RIM=898.38

(36024)

1.5" ODOT ITEM 441 SURFACE COURSE, TYPE 1, PG64-22

3" ODOT ITEM 301 ASPHALT CONCRETE BASE, PG64-22

8" GRADED AGGREGATE BASE

COMPACTED SUBGRADE

BITUMINOUS TACK COAT

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL #6

NOT TO SCALE

ASPHALT PAVEMENT FULL DEPTH REPLACEMENT1

1.5" ODOT ITEM 441 SURFACE COURSE, TYPE 1, PG64-22

3" ODOT ITEM 301 ASPHALT CONCRETE BASE, PG64-22

8" GRADED AGGREGATE BASE

2" UNDERCUT TO REMOVE

UNSUITABLE SUBGRADE MATERIAL. 2'

MIN. ENGINEERED FILL.

BITUMINOUS TACK COAT

EX. CURB AND GUTTER TO BE REPLACED, SEE DETAIL #6

NOT TO SCALE

ASPHALT PAVEMENT FULL DEPTH REPLACEMENT AND UNDERCUT2

COMPACTED SUBGRADE

NOTES:

1. ENGINEERED FILL TO BE PLACED PER GEOTECHNICAL REPORT, SECTION 5.15

MILL 1.5" AND OVERLAY 1.5" ODOT ITEM 441

SURFACE COURSE, TYPE 1, PG64-22

EX. PAVEMENT

EX. AGGREGATE BASE

EX. SUBGRADE

CLEAN & SEAL ALL CRACKS IN EXISTING ASPHALT

PAVEMENT PRIOR TO OVERLAY, PLACE BITUMINOUS TACK

COAT

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL #6

NOT TO SCALE

NON STRUCTUREAL ASPHALT PAVEMENT MILL & OVERLAY3

MILL 1.5" AND OVERLAY 1.5" ODOT ITEM 441

SURFACE COURSE, TYPE 1, PG64-22

MILL 3" AND OVERLAY 3" ODOT ITEM 301 ASPHALT

CONCRETE BASE COURSE, PG64-22

EX. AGGREGATE BASE

EX. SUBGRADE

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL #6

NOT TO SCALE

PARTIAL DEPTH ASPHALT PAVEMENT REPLACEMENT4

NOTES:

1. EXISTING ASPHALT PAVEMENT TO BE MILLED TO A TOTAL DEPTH OF 4.5". IF EXISTING PAVEMENT SECTION IS LESS THAN 4.5", ALL

PAVEMENT SHALL BE REMOVED AND EXISTING AGGREGATE BASE SHALL BE EXCAVATED AND COMPACTED TO ACCOMMODATE

PROPOSED 4.5" PAVING SECTION.

NOT TO SCALE

PAVEMENT WEDGING DETAIL5

NOTES:

1. PROVIDE PAVEMENT WEDGE TO ENSURE CLEAN TRANSITION BETWEEN EXISTING AND PROPOSED ASPHALT.

2'

EX. PAVEMENT SURFACE COURSE

EX. PAVEMENT BASE COURSE

EX. AGGREGATE BASE

PROPOSED ASPHALT SURFACE COURSE

TAPER MILL TO MATCH EXISTING ASPHALT PAVEMENT.

NOT TO SCALE

WHEEL STOP DETAIL8

NOT TO SCALE

TYPICAL NEW PAVEMENT SECTION6

NOTES:

1. SUBGRADE BENEATH ALL PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM

DRY DENSITY FOR THE TOP 24".

2. COMPACT GRADED AGGREGATE BASE TO 100% OF THE MATERIALS MODIFIED PROCTOR VALUE.

1.5" ODOT ITEM 441 SURFACE COURSE, TYPE 1, PG64-22

3" ODOT ITEM 301 ASPHALT CONCRETE BASE, PG64-22

8" GRADED AGGREGATE BASE

COMPACTED SUBGRADE

BITUMINOUS TACK COAT

2' 1' 1'

2%

8"

1/4" R

10" R 10" R

REVERSE MOUNTABLE

CURB & GUTTER

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

1' 1'

8"

1/4" R

DEPRESSED MOUNTABLE

CURB & GUTTER

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

2%

ASPHALTIC CONCRETE

PAVEMENT SECTION

ASPHALTIC CONCRETE

PAVEMENT SECTION

2' 1' 1'

2%

8"

ASPHALT

PAVEMENT

SECTION

1/4" R

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

NOTES:

1. CONCRETE SHALL BE GRADE A 4,000 PSI.

2. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB CONSISTENT WITH

PAVEMENT TYPICAL SECTIONS.

3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

4. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT

ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.

10" R

NOT TO SCALE

MOUNTABLE CURB AND GUTTER7

2%

1/4"

CONTRACTION JOINT EXPANSION JOINT

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

3.5"

1/2"

JOINT SEALANT

1/8"

3/8" BACKER ROD 1.25"

3.5"

1.25"

JOINT SEALANT

5/8" BACKER ROD

EX. SUBGRADE

NOTES:

1. DIMENSIONS MAY BE MODIFIED AS NEEDED BASED ON PRODUCT SUPPLIER.

6" 5'-8"

2"4" 2"

6' 4" x x x x x x x x x x x

GALVANIZED STEEL DOWELS

12"Ø X 14" LONG CENTERED IN

WHEELSTOP (3 PER WHEELSTOP)

SOLID MOLDED WHEEL

STOP (COLOR GREY) WITH

PRE-DRILLED REBAR HOLES

FOR ASPHALT INSTALLATION

SECTION

1"Ø HOLE (TYP.)

10"

SITE DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 D

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TO

N

NA

TI

ON

AL

C

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Y\

EN

GI

N\

PL

AN

S\

CS

1.D

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100 CS501

NOT TO SCALE

CONCRETE SIDEWALK10

4" 3000 PSI CONCRETE

4" STONE BASE

COMPACTED SUBGRADE

NOTES:

1. CONCRETE SIDEWALK SURFACES SHALL HAVE A LIGHT BROOM FINISH

10' CURB & GUTTER TRANSITION REVERSE FLOW CURB & GUTTER 10' CURB & GUTTER TRANSITION

REVERSE

MOUNTABLE

CURB & GUTTER

DT504

MOUNTABLE

CURB & GUTTER

DT504

MOUNTABLE

CURB & GUTTER

DT504

NOT TO SCALE

CURB & GUTTER TRANSITION (STD. C&G TO REVERSE C&G)11

1/8"

CONTRACTION JOINT EXPANSION JOINT

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

1"

1/2"

JOINT SEALANT

1/4" R

1"

1/4" R

JOINT SEALANT

NOT TO SCALE

CONCRETE SIDEWALK JOINT DETAIL9

4" S

TR

IP

IN

G

(T

YP

NOTES:

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO

THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS (ABAAS-CURRENT VERSION) FOR BUILDINGS

AND FACILITIES AND APPLICABLE LOCAL AND STATE

CODES.

2. FOR MORE EXTENSIVE STANDARDS REFER TO THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD) FOR STREETS AND HIGHWAYS 2009 EDITION

(WITH UPDATES).

3. SEE PLAN FOR STRIPING DIMENSIONS

2'

ADA

PARKING

SYMBOL

(WHITE)

SOLID

BACKGROUND

(BLUE)

NOT TO SCALE

ACCESSIBLE PARKING SPACE DETAILS12 NOT TO SCALE

ACCESSIBLE CURB RAMP DETAILS13

PARALLEL CURB RAMP

DETECTABLE WARNING

SURFACE W/ TRUNCATED

DOMES

WIDTH PER

PLAN WIDTH

PER

PLA

N

NOTES:

1. TEXTURE CONCRETE SURFACES BY COARSE BROOMING TRANSVERSE TO THE RAMP SLOPES TO BE ROUGHER THAN THE

ADJACENT WALK.

2. PROVIDE EXPANSION JOINTS IN THE CURB RAMP AS EXTENSIONS OF WALK JOINTS AND CONSISTENT WITH JOINT

REQUIREMENTS FOR SIDEWALKS.

3. A DETECTABLE WARNING SURFACE CONSISTING OF A 24” STRIP OF TRUNCATED DOMES SHALL BE INSTALLED FOR THE

FULL WIDTH OF THE CURB RAMP. COLOR OF DETECTABLE WARNING SHOULD CONTRAST WITH SURROUNDING CONCRETE

WALK AND RAMP

CS502

SITE DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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1.D

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

NOT TO SCALE

STAIRS WITH RAILING14

AutoCAD SHX Text NOTES: 1. NUMBER OF RISERS = VARIES, SEE SITE PLAN. ALL RISERS SHALL BE EQUAL HEIGHT. REFER TO NUMBER OF RISERS = VARIES, SEE SITE PLAN. ALL RISERS SHALL BE EQUAL HEIGHT. REFER TO GRADING PLAN FOR SPOT GRADES AT THE TOP AND BOTTOM OF STAIR. 2. TREADS TO SLOPE 1.5% FOR POSITIVE DRAINAGE TREADS TO SLOPE 1.5% FOR POSITIVE DRAINAGE 3. CONTRACTOR TO SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR METAL HANDRAIL FOR APPROVAL CONTRACTOR TO SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR METAL HANDRAIL FOR APPROVAL FOR APPROVAL BY CONTRACTING OFFICER'S REPRESENTATIVE/RESIDENT ENGINEER PRIOR TO CONSTRUCTION.CONTRACTING OFFICER'S REPRESENTATIVE/RESIDENT ENGINEER PRIOR TO CONSTRUCTION./RESIDENT ENGINEER PRIOR TO CONSTRUCTION..

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

3" OUTSIDE RADIUS, TYP.

AutoCAD SHX Text 12" STAINLESS STEEL DOWELED EXPANSION JOINT, TOP 1". 3 DOWELS TOTAL, 2' OC MAX. USE EXPANDABLE CAULK SEALANT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE TREAD AND RISERS

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text 1.9in DIA. ANODIZED ALUMINUM HANDRAIL AND POST, TYP BOTH SIDES OF STAIR

AutoCAD SHX Text 1.9in DIA. ANODIZED ALUMINUM HANDRAIL AND POST, TYP BOTH SIDES OF STAIR

AutoCAD SHX Text

CONCRETE TREAD AND RISERS

AutoCAD SHX Text NON-SHRINK, NON- METALLIC SOLID GROUT, MANUFACTURED FOR SAFETY RAIL APPLICATION, SLOPE GROUT AWAY FROM POST FOR POSITIVE DRAINAGE

AutoCAD SHX Text STAINLESS STEEL PIPE SLEEVE WITH CLOSED BOTTOM AT LEAST 6" DEEP HAVING INTERNAL DIMENSION AT LEAST 1/2" GREATER THAN POST.

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 12" STAINLESS STEEL DOWELED EXPANSION JOINT, TOP 1". 3 DOWELS TOTAL, 2' OC MAX. USE EXPANDABLE CAULK SEALANT

AutoCAD SHX Text #4 @ 12" O.C.

AutoCAD SHX Text #4 @ 12" O.C.

AutoCAD SHX Text

#5 - 1" CLEAR TYP.

AutoCAD SHX Text

1" TYP.

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'

COLOR TO BE BRONZE AND TO MATCH SITE FURNISHINGS SEE SHEET CI501.

2% MAX 4:1 MAX

4:1 MAX

4:1 MAX

4:1 MAX

CL20' CENTERLINE OFFSET VARIES

WIDTH VARIES 2'5' 5'

REVERSE MOUNTABLE

CURB AND GUTTER

CS501

DEPRESSED MOUNTABLE

CURB AND GUTTER

CS501

NEW PAVEMENT SECTION 6

CS501

2% 2%

CONCRETE SIDEWALK

CORTEGE ROADWAY

STA: 10+46.95 - 11+01.38

2% MAX

2'

2% MAX 4:1 MAX

4:1 MAX

4:1 MAX

4:1 MAX

CL20' CENTERLINE OFFSET VARIES

WIDTH VARIES 2'5' 5'

CURB TRANSITION 11

CS502CURB TRANSITION 11

CS502

NEW PAVEMENT SECTION 6

CS501

SLOPE VARIES

SLOPE VARIES

CONCRETE SIDEWALK

CORTEGE ROADWAY

STA: 14+47.68 - 14+62.71

2% MAX

2'

CS502

CS502

NOT TO SCALE

CORTEGE ROADWAY CROSS SECTIONS15

4:1 MAX

4:1 MAX4:1 MAX

4:1 MAX

CL

REVERSE MOUNTABLE

CURB AND GUTTER

CS501

DEPRESSED MOUNTABLE

CURB AND GUTTER

CS501 NEW PAVEMENT SECTION 6

CS501

2%2%

CORTEGE ROADWAY

STA: 10+37.48 - 10+46.95

5% MAX

2'8'8'2'

4:1 MAX

4:1 MAX

4:1 MAX

4:1 MAX

CLCENTERLINE OFFSET VARIES CENTERLINE OFFSET VARIES

WIDTH VARIES 2'5'

REVERSE MOUNTABLE

CURB AND GUTTER

CS501

DEPRESSED MOUNTABLE

CURB AND GUTTER

CS501

NEW PAVEMENT SECTION 6

CS501

2% 2%

2% MAX

2'

CORTEGE ROADWAY

STA: 11+01.38 - 11+08.02

2% MAX 4:1 MAX

4:1 MAX

4:1 MAX

4:1 MAX

CL20' 20'

40' 2'5' 5'

REVERSE MOUNTABLE

CURB AND GUTTER

CS501

DEPRESSED MOUNTABLE

CURB AND GUTTER

CS501

NEW PAVEMENT SECTION 6

CS501

2% 2%

CONCRETE SIDEWALK

2% MAX

2'

CORTEGE ROADWAY

STA: 11+08.02 - 14+47.68

4:1 MAX

4:1 MAX

4:1 MAX

4:1 MAX

CL CENTERLINE OFFSET VARIES20'

WIDTH VARIES2'

REVERSE MOUNTABLE

CURB AND GUTTER

CS501

CS501

NEW PAVEMENT SECTION6

CS501

2% 2%

2'5'

CORTEGE ROADWAY

STA: 14+62.71 - 14+83.48

MOUNTABLE

CURB AND GUTTER

CS503

SITE DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

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1.D

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

9'

(TYP.)

18'

(TYP.)

24'

24' 18'

30'R

30' R

15'R

15'R

5'R

5'R

15'R

30' R

6'R

25'R

30'R

30'R 30'R

30'R

30'R

23.95'

4'

4'

'R

CURB & GUTTER

TRANSITION (TYP.)

CURB & GUTTER

TRANSITION (TYP.)

CURB & GUTTER

TRANSITION (TYP.)

9' (T

YP

18'

(TYP.)

4'R

4'R

REVERSE CURB &

GUTTER (TYP.)

REVERSE CURB &

GUTTER (TYP.)

DEPRESSED CURB &

GUTTER (TYP.)

5' SW

6' SW

6' SW

8'

SW

5' SW

8' SW

5' SW

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

PR. STAIRS

WITH RAILING

PR. STAIRS

WITH RAILING (TYP.)

5' SW

5' SW

8' SW

8' SW

PR. RETAINING WALL W/ RAILING

(SEE SHEETS CG112 & CG113 FOR DETAILS)

PR. RETAINING WALL W/ RAILING

(SEE SHEETS CG112 & CG113 FOR DETAILS)

FOREBAY 1

FOREBAY 2

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

TIE INTO EX.

CURB & GUTTER

EXTENDED

DETENTION

POND

FOREBAY 3

9'

9'

15" HDPE

15" HDPE

15" HDPE

EX. 12" RCP

4A

4B

18" HDPE

15" HDPE15" HDPE

24" HDPE

24" HDPE

15" HDPE

24" HDPE

15" HDPE

15" HDPE

15" HDPE

SS

SS

SS

SS

SS

SS

SS

SS

SS

A

B

A1

EX.

E1

EX.

E

C

8" SAN SEW

EX. 24" SAN SEW

EX. 24" SAN SEW

8" SAN SEW

8" SAN SEW

8" S

AN

SE

W

EX. 24" SAN SEW

4" SAN LAT EX. 8" SAN SEW

5A

EX

. 8"

CL

AY

2B

SS6" SAN

LAT

44 43

W x

W

9+

+0

+0

12+

+0

14+00

+6

12'

' DIP WL

18" HDPE

15" HDPE

EX. 12" CLAY

EX1

EX

. 2

4"

CL

AY

EX

. 2 4"

CL

AY

TOP=

904.60

TOP=

903.07

TOP=

905.40

TOP=

906.10

TOP=

913.89

TOP=

903.63

TOP=

906.20

TOP=

911.32

TOP=

904.87

TOP=

905.52

TOP=

906.24

INV=

897.00

TOP=

906.50

TOP=

913.60

TOP=

913.34

TOP=

914.34

TOP=

898.50

TOP=

901.87

10' TYPE C

ROCK RIP-RAP

2C

W

EX. 18" CLAY

18"

HDPE

2A1C

1B1A

18" HDPE

" H

DP

E

EX

. 1

2'' W

L

18" HDPE

EX. 18" HDPE 18" HDPE

11A11B 12" RCP CL IV

TOP=

906.32

TOP=

905.40

TOP=

904.22

FIELD CONNECT INTO PIPE

INV.=900.05

12'

' DIP WL

INV=

897.00

W

EX

. 2

4"

CL

AY

SWM1

TOP=

898.50

45A

12" RCP CL IV

12" HDPE

EX. 12" CLAY

10' TYPE C

ROCK RIP-RAP

W W

W

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

S

S

S

S

S

S

S

S

S

S

S

W W

W W

LP#308

LP#309

LP#304

LP#305

LP#306

LP#311

LP#312

LP#315

ES

x

ES x

ES x

ESx

ESx

ES

x

ES

x

ESx

ESx

ES

x

ES

xST

ST

ST ST

ST

ST

ST

ST

ST

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF CLEARING

/ GRADING

LIMITS OF CLEARING /

GRADING

LIMITS OF CLEARING

/ GRADING

LIMITS OF CLEARING /

GRADING

LIMITS OF CLEARING /

GRADING

11+02

10+00

11+00

PC

: 1

0+

.06

10+00

+7

07 40

GS

07 40

GS

07 40

GS

06 48

GS

05 69

BW

10 50

TW10 50

TW

02 55

DEP

03 47

DEP

03 12

DEP03 06

TC

04 97

DEP

99 70

TC

99 31

TC

03 41

TC

04 13

TC

04 55

TC

05 07

TC

03 46

TC

05 30

TC

07 53

TC

07 01

TC

06 00

TC

06 20

TC

06 30

TC

06 40

TC

06 32

TC

05 77

TC

07 24

TC

07 74

TC

02 21

TC

06 01

TC

03 73

TC

02 65

TC

0 28

TC

99 79

TC

99 03

TC

98 83

TC

01 90

DEP

02 38

GS

GS

02 97

GS

03 89

GS

98 44

GS

98 87

GS

98 63

TC

08 10

TC

07 20

GS

07 36

GS

05 39

BW

07 23

GS

06 57

GS

05 04

BW

05 54

TW

07 90

GS

06 94

GS

06 35

GS

08 40

GS

08 40

GS

03 24

TC

07 69

GS

04 72

GS

06 69

GS

06 34

GS

06 93

GS

07 40

GS

07 40

GS

07 40

GS

06 80

GS

07 40

GS

07 40

GS

07 65

GS

07 40

GS

12 57

GS

12 30

GS

10 90

GS

06 91

GS

09 33

GS

08 42

GS

06 50

GS

08 26

GS

08 26

GS

08 40

GS

08 40

GS

08 26

GS

08 40

GS

06 59

GS

06 47

GS

06 74

GS

07 60

GS

06 62

GS

04 60

GS

04 78

GS

10 05

GS

11 46

GS

12 43

GS

13 86

GS

14 69

GS

15 04

GS

10 50

GS

12 63

GS

13 00

GS

10 63

GS

14 50

GS

14 70

GS

04 69

TC

7 908

910909

02 73

DEP

01 46

TC

02 91

DEP

05 04

DEP

06 22

TC

05 46

HP

04 76

TW

04 39

BW

98 42

GS

03 83

TW

02 75

TW

03 07

TW

01 63

TC

00 05

TC

04 43

TW

01 70

BW

0 20

BW

1 30

BW02 37

BW

00 38

GS

902902

2 90

3 90

1 912

909 911

4R

3R

14 65

TC

14 73

TC

14 88

TC

15 17

TC

15 23

TC

15 11

TC

14 03

TC

13 67

TC

14 23

TC

14 39

GS

13 83

GS

14 13

GS

15 27

GS

15 39

GS

14 53

TC

14 45

TC

15 10

GS

01 25

TC

02 42

TC 03 19

TC

02 02

DEP 02 78

DEP

03 95

TC

03 29

TW

0 70

BW

04 05

TW

0 40

BW

08 10

TC

07 88

TC

14 90

GS

07 28

GS

07 22

GS 06 94

GS

07 40

GS

07 40

GS

07 40

GS

07 40

GS

07 40

GS

07 01

TC

06 15

TC

07 28

GS

07 90

GS

08 40

GS

10 83

GS

3R

08 40

GS

08 26

GS

06 11

BW

06 61

TW

11 99

GS

08 40

GS

06 38

GS

06 34

GS06 38

GS

13 80

GS13 53

GS

13 71

GS

07 70

GS

09 70

GS

09 83

GS 3R

4R

07 28

GS

4R

11 83

GS

12 03

GS

06 32

GS

04 40

GS

05 90

GS

11 01

GS

05 20

TC

98 39

GS

099 55

GS

099 84

TC

14 94

GS

14 78

GS

07 15

GS

97 00

GS

97 00

GS97 00

GS

97 00

GS

95 00

GS

95 00

GS

01 90

TC

2.0%

95 00

GS

8 26

GS

7 84

GS

7 77

GS

8 04

GS

7 71

TC

7 61

TC

15 13

TC

15 29

GS

14 88

GS

14 73

TC

14 64

TC

14 80

GS

15 08

GS

14 92

TC

ST

ST

ST

ST

ST

ST

ST

ST

ST

LP#302

LP#301

LP#338

ESx

ESx

ESx

ES

x

ESx

ESx

ESx

ES

x

ES

x

ES

x

LP#337

LP#336

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CLEARING/GRADING

24 30

GS24 16

GS

24 25

GS

24 50

GS

24 50

GS

24 50

GS

24 50

GS

24 50

GS

24 23

GS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

Fil e P ath : G

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1.D

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100 CG101

GRADING PLAN

MD RPP

KEY MAP

(NOT TO SCALE)

2 3 4 5

6 7 8

SCALE: 1" = 30'

COMMITTAL SERVICE SHELTER B2SCALE: 1" = 30'

ADMINISTRATION & MAINTENANCE BUILDINGS1

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ADMIN BUILDING

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1-STORY SLAB= 907.40 ±3,738 G.F.A.

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HONOR GUARD BUILDING

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1-STORY SLAB= 908.40 ±1,534 G.F.A.

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COVERED SHED

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SLAB= S.O.G ±588 G.F.A.

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EX. BUILDING 8,939 SF (HT=20.0')

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EX. BUILDING 2,356 SF (HT=20.0')

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EX. SHED 103 SF

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EX. SHED 78 SF

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FUEL TANK

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OIL TANK

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EH

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EH

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EH

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EH

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EH

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EH

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EH

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ST

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RIM=911.02

AutoCAD SHX Text (35930)

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(35901) RIM=912.90

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(35902) RIM=912.88

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(35903) RIM=898.67

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RIM=898.57

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RIM=907.56

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RIM=907.56

AutoCAD SHX Text (35906)

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RIM=914.68

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ST

AutoCAD SHX Text

RIM=916.29

AutoCAD SHX Text (35913)

AutoCAD SHX Text

(35914) RIM=916.18

AutoCAD SHX Text

RIM=916.13

AutoCAD SHX Text (35915)

AutoCAD SHX Text

RIM=901.61

AutoCAD SHX Text (35925)

AutoCAD SHX Text

ST

AutoCAD SHX Text

RIM=905.63

AutoCAD SHX Text (35927)

AutoCAD SHX Text

RIM=911.00

AutoCAD SHX Text (45923)

AutoCAD SHX Text

ST

AutoCAD SHX Text

RIM=913.12

AutoCAD SHX Text (45931)

AutoCAD SHX Text

ST

AutoCAD SHX Text

RIM=913.08

AutoCAD SHX Text (45932)

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

CABLE BOX

AutoCAD SHX Text

SHUT-OFF VALVE

AutoCAD SHX Text

ELEC BOX

AutoCAD SHX Text

6' BRICK WALL

AutoCAD SHX Text

MH

AutoCAD SHX Text

RIM=914.24

AutoCAD SHX Text (35304)

AutoCAD SHX Text

MH

AutoCAD SHX Text

RIM=913.50

AutoCAD SHX Text (35305)

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

VLT

AutoCAD SHX Text

VLT

AutoCAD SHX Text

RIM=

AutoCAD SHX Text (20683)

AutoCAD SHX Text

VLT

AutoCAD SHX Text

RIM=

AutoCAD SHX Text (20687)

AutoCAD SHX Text

VLT

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=914.12

AutoCAD SHX Text (35911)

AutoCAD SHX Text S

AutoCAD SHX Text

(35912) RIM=914.27

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=912.91

AutoCAD SHX Text (45592)

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text 912.42

AutoCAD SHX Text

FFE

AutoCAD SHX Text 912.42

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.33

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.35

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.26

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.32

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.30

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.68

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.76

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.20

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.24

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.33

AutoCAD SHX Text

FFE

AutoCAD SHX Text 913.80

AutoCAD SHX Text

FFE

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

NEW MEXICO PL

AutoCAD SHX Text

HAWAII PL

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

WISCONSIN AVE

AutoCAD SHX Text

MCMAHON AVE

AutoCAD SHX Text

W THIRD ST

AutoCAD SHX Text

EH

AutoCAD SHX Text S

AutoCAD SHX Text APPROX. POTENTIAL LOCATION OF BURIED STORM STRUCTURE & PIPE LINE CONNECTION (PER KZF INCORPORATED, JOB NO. 810CM3012, DATED: 6/30/98)

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

RIM=898.38

AutoCAD SHX Text (36024)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

COMMITTAL SHELTER B

AutoCAD SHX Text

SLAB= 924.50 ±1,204 G.F.A.

AutoCAD SHX Text

ST

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

(35917) RIM=922.66

AutoCAD SHX Text

(35919) RIM=915.15

AutoCAD SHX Text

RIM=923.57

AutoCAD SHX Text (35417)

AutoCAD SHX Text

ST

AutoCAD SHX Text

(35916) RIM=923.16

AutoCAD SHX Text

ST

AutoCAD SHX Text

(35918) RIM=921.83

AutoCAD SHX Text

ST

AutoCAD SHX Text

(35920) RIM=915.47

AutoCAD SHX Text

RIM=922.71

AutoCAD SHX Text (46022)

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

35325 FMON

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

RIM=923.57

AutoCAD SHX Text (45417)

AutoCAD SHX Text 924.50

AutoCAD SHX Text

FFE

AutoCAD SHX Text

INDIANA AVE

AutoCAD SHX Text

BROWN AVE

AutoCAD SHX Text

INDIANA AVE

AutoCAD SHX Text

INDIANA AVE

AutoCAD SHX Text

EH

AutoCAD SHX Text

EH

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EX. BUILDING 2,435 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 8,939 SF (HT=20.0')

AutoCAD SHX Text

EX. BUILDING 2,356 SF (HT=20.0')

AutoCAD SHX Text

FUEL TANK

AutoCAD SHX Text

OIL TANK

AutoCAD SHX Text T

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

YD

AutoCAD SHX Text

YD

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

35121 FMON

AutoCAD SHX Text

35122 FMON

AutoCAD SHX Text

35150 FMON

AutoCAD SHX Text

103 FMON

AutoCAD SHX Text

101 FMON

AutoCAD SHX Text

35325 FMON

AutoCAD SHX Text

102 SMON

AutoCAD SHX Text

1 CP SIR

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

15" HDPE

15" HDPE

15" HDPE EX. 12" RCP

4A

4B

18" HDPE

15" HDPE15" HDPE

24" HDPE

24" HDPE 15" HDPE

24" HDPE

15" HDPE

15" HDPE

15" HDPE

SS

SS

SS

SS

A

B

A1

EX.

E1

EX.

E

C

8" SAN SEW

EX. 24" SAN SEW

EX. 24" SAN SEW

8" SAN SEW

8" SAN SEW

8" S

AN

SE

W

EX. 24" SAN SEW

4" SAN LAT EX. 8" SAN SEW

5A

EX

. 8"

CL

AY

2B

9 10

6" SAN

LAT

44 43

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