Attachment II - Drawings.pdf

PDF 22 MB Posted Jan 9, 2024

Attached to: Z2DZ--Correct Water Intrusion, Building 8 - 610-22-214
Solicitation number: 36C25024B0021
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Jan 9, 2024

This document provides details for a federal contract opportunity to correct water intrusion at Building 8 of the VA Northern Indiana Health Care System campus in Marion, Indiana. The solicitation number is 36C25024B0021 and seeks a contractor to provide all labor, equipment, materials, and supervision necessary to install waterproof coving around Building 8. This will include excavating, backfilling, repairing or replacing roads, sidewalks, drainage, landscaping, and pavement markings. All work must be completed within 365 calendar days of the notice to proceed. The justification for the work is to correct ongoing water intrusion issues at Building 8. The contracting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10.

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Other files

File	Type	Posted
36C25024B0021 0003.pdf	PDF	Mar 15, 2024
36C25024B0021 0002.pdf	PDF	Mar 5, 2024
Attachment B - Drawings 1.pdf	PDF	Mar 5, 2024
Attachment C - Drawings 2.pdf	PDF	Mar 5, 2024
Attachment A - Prebid site.pdf	PDF	Feb 1, 2024
36C25024B0021 0001.pdf	PDF	Feb 1, 2024
Attachment V - EMR Form.pdf	PDF	Jan 9, 2024
Attachment IV - RFI Form-36C25024B0021.pdf	PDF	Jan 9, 2024
Attachment VI - VHA Directive 1192.01.pdf	PDF	Jan 9, 2024
Attachment I - Specs.pdf	PDF	Jan 9, 2024
36C25024B0021_1.pdf	PDF	Jan 9, 2024
Attachment III - DBA Wage Determination.pdf	PDF	Jan 9, 2024
36C25024B0021.docx	DOCX document	Dec 22, 2023

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design, Inc. and shall not be used for any purpose without prior expressed written consent.

The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

NORTH

REFERENCE

PROJECT # SIGNATURE DATE

Director Associate Director Chief of Staff Associate Director for Patient Services Associcate C.O.S. for Mental Health Chief, FMS Chief, Engineering Section Chief, Environmental Management Section Infectious Control Officer Patient Safety Manager GEMS Coordinator Safety Specialist Chief, Police Service Chief, Fire Station Union Safety Representative Contracting Officer Contracting Officer Representative

VA PROJECT NO.:

FINAL BID

DOCUMENTS

01 14OF

LOCATION MAP VICINITY MAP

\V iri di an \P ro je ct s\

D R

G S\

O C

8_ C

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GI001

COVER SHEET CORRECT WATER INTRUSION -

BUILDING 8

610-22-214

BUILDING 8

08/02/2023 TWT RAS

CORRECT WATER INTRUSION - BUILDING 8

610-22-214

MARION, INDIANA

VA NORTHERN INDIANA HEALTHCARE SYSTEM: MARION, IN

VA NORTHERN INDIANA HEALTHCARE

SYSTEM

1700 E 38th Street Marion, Indiana 46953

INDEX OF WORKING DRAWINGS

SHEET NO DRAWING TITLE DRAWING N0

GENERAL

GI001 COVER SHEET 01

CIVIL

CD101 CIVIL SITE DEMOLITION PLAN 02

CS101 CIVIL SITE LAYOUT PLAN 03

CS201 CIVIL SITE GRADING AND EROSION CONTROL PLAN 04

CS301 CIVIL SITE UTILITY PLAN 05

CS501 CIVIL SITE DETAILS LAYOUT AND EROSION CONTROL 06

CS502 CIVIL SITE DETAILS UTILITY 07

ARCHITECTURAL

AGI001 ARCHITECTURAL - ABBREVATIONS AND SYMBOLS 08

AD100 ARCHITECTURAL - DEMOLITION - LOWER LEVEL FLOOR PLAN 09

AS100 ARCHITECTURAL - LOWER LEVEL FLOOR PLAN 10

AS101 ARCHITECTURAL - FIRST FLOOR PLAN 11

AS301 ARCHITECTURAL - ENLARGED PLANS, SECTIONS, AND DETAILS 12

AS401 ARCHITECTURAL - EXTERIOR ELEVATIONS 13

AS402 ARCHITECTURAL - EXTERIOR ELEVATIONS 14

LOCATION

OF PROJECT

Revisions: Date:

STM - 392047

Manhole Rim. Elev.=836.83 Inv. 831.19, 12" VCP~W.

Inv. 832.15, 8" VCP~SW.

Inv. 833.99, 4" VCP~SW.

Inv. 831.11, 12" VCP~E.

STM:24" VCP

SAN:6" VCP

WA WA WA WA WA WA

W A

WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA

W A

WA WA WA WA WA WA WA WA

W A

WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WAW

G A

GA GA GA GA GA GA GA GA GA

G A

GA GA GA GA

G A

S M

SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM

SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM

S M

ORCHARD AVENUE

FULL OF SOIL

STEAM VAULT

#18

APPROXIMATE LOCATION OF STEAM VAULT

#17 (NOT FOUND)

GRATE

STEPS WITH HANDRAILS

GRATE

5" RETAINING WALL

STONE REMNANTS /

LANDSCAPING

5" RETAINING

WALL

GRATE

STONE REMNANTS

/ LANDSCAPING

6" RETAINING WALL

PIV

D S

TP TP

D S

E C

C O

WAWAWAWAWAWAWA

S A

S T

STM

:12" VCP

S T

STM

:12" VCP

STM:6" VCP

STM:6" PVC

STM:10" VCP

STM:6" VCP

D S T

S T

STM

:6" HDPE

S T

STM:4" VCP

STM - 392050

BUILDING 8

GYMNASIUM

BUILDING 9

PRINTING & MAIL

STONE REMNANTS

/ LANDSCAPING

D S

D S D

S T

S S

S T

STM - 392044

Round Inlet

Rim. Elev.=842.95 Inv. 834.07, 12" VCP~W.

Inv. 835.37, 6" VCP~N.

Inv. 838.37, 6" PVC~NW.

Inv. 836.15, 10" VCP~SW.

Inv. 837.07, 6" VCP~S.

Inv. 840.58, 4" PVC~S.

Inv. 833.97, 12" VCP~E.

48" STM WITH VA UTILITY

RELOCATION PROJECT

8" SAN WITH VA UTILIT

Y RELOCATION PROJECT

8" S

ITH

ILI

TIO

8" SAN WITH VA UTILITY RELOCATION PROJECT

8" SAN WITH VA UTILIT

RELOCATION PROJECT

24" STM WITH VA UTILIT

RELO

CATION PROJECT

36" STM

WITH VA UTILITY

RELOCATION PROJECT

" S

WITH

ILIT

REL

OCA

TIO

N P

JEC

1 1

X X

26.2'

13'

13'13'

13'

9.1'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

CORRECT WATER INTRUSION -

BUILDING 8

MARION, INDIANA

610-22-214

BUILDING 8

Project Director

08/02/2023 MDR KRKRevisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.

4175 New Vision Drive, Fort Wayne, IN 46845

Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

SCALE: 1" = 20'

CIVIL SITE - DEMOLITION PLAN1

CD101

DEMO CONSTRUCTION NOTES

SITE LEGEND

REMOVE CONCRETE PAD / STEPS /

STOOP.

SAWCUT AND REMOVE ASPHALT

PAVEMENT INCLUDING STONE

BASE DOWN TO SUBGRADE.

GENERAL DEMOLITION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH

COR PRIOR TO BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE

DAY OF CONSTRUCTION.

4. PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND

MARKING WORK WITH COR.

5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST JOINT.

6. PROTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.

7. ADJUST ANY EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES, LOCATED WITHIN PROJECT LIMITS, TO

PROPOSED GRADES.

8. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION SHALL BE EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING. EXPLORATORY TRENCH TO VERIFY DEPTH AND LOCATION OF SEWERS PRIOR TO CONSTRUCTION OF NEW SEWER UTILITIES. ASSURE ALL ON-SITE AND ALL STORM WATER IS

DIRECTED INTO THE STORM SEWER SYSTEM.

9. PROVIDE RECORD DRAWINGS TO THE OWNER FOR BELOW GRADE IMPROVEMENTS. INCLUDE: MATERIALS OF CONSTRUCTION, SIZE, ELEVATIONS, AND LOCATION DESCRIPTIONS IN THE RECORD. RECORD DRAWINGS SHALL

BE CERTIFIED BY A LAND SURVEYOR REGISTERED IN THE STATE OF INDIANA.

10. ALL FILL FOR ABANDONED AND REMOVED STRUCTURES SHALL BE TRENCH BACKFILL, INDOT STRUCTURE

BACKFILL, SECTION 211, 904.05.

SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE. REFER TO NEW

WORK PLANS FOR PROPOSED ASPHALT SECTION.

CONTRACTOR TO PROTECT EXISTING TREE FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION, WITHIN THE CONSTRUCTION AREA. INSTALL TREE PROTECTION FENCE PER DETAIL #5 ON SHEET CS501.

CONTRACTOR TO REMOVE STONE IN ITS ENTIRETY.

CONTRACTOR TO REMOVE STRIPING IN ITS ENTIRETY BY GRINDING.

CONTRACTOR TO REMOVE CONCRETE PAD INCLUDING STONE BASE DOWN TO SUBGRADE.

CONTRACTOR TO REMOVE CONCRETE STEPS INCLUDING STOOP AND FOUNDATIONS. CONTRACTOR TO

PROTECT BUILDING FOUNDATION DURING DEMOLITION. (DEDUCT ALT. 1: STEPS TO REMAIN)

CONTRACTOR TO REMOVE CONCRETE STEPS, RETAINING WALL AND HANDRAIL, INCLUDING FOUNDATIONS.

(DEDUCT ALT. 1: STEPS TO REMAIN)

CONTRACTOR TO REMOVE CONCRETE WINDOW WELLS INCLUDING STONE, FOUNDATIONS, AND DRAINAGE.

SALVAGE GRATE FOR REUSE. COORDINATE ALL WORK WITH ARCHITECTURAL PLANS.

CONTRACTOR TO REMOVE CONCRETE WINDOW WELLS INCLUDING STONE, FOUNDATIONS, AND WOOD COVERING / METAL GUARD. SALVAGE GRATE FOR REUSE, IF PRESENT. COORDINATE ALL WORK WITH

ARCHITECTURAL PLANS.

CONTRACTOR TO REMOVE STORM STRUCTURE. DEDUCT ALT. 1: STORM STRUCTURE TO REMAIN. SHOULD DEDUCT ALT. 1 BE ACCEPTED, CONTRACTOR TO SCOPE AND CLEAN DRAIN LINE TO ENSURE POSITIVE

DRAINAGE.

CONTRACTOR TO FIELD VERIFY FUNCTION OF ABOVE GROUND STORM LINE. CONTRACTOR TO REMOVE LINE

AND REDIRECT DRAINAGE TO PROPOSED STORM SYSTEM.

NOTE:

1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE

BUILDING ACCESS WILL BE AFFECTED. ONLY ONE

ENTRANCE INTO EACH BUILDING WILL BE CLOSED AT ANY

GIVEN TIME.

NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DEMOLITION.

CONTRACTOR SHALL HIRE A PRIVATE UTILITY CONTRACTOR TO LOCATE ALL UTILITIES PRIOR

TO CONSTRUCTION.

NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL

UTILITY REMOVALS WITH THE UTILITY PROVIDER.

NOTE:

CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES AND STRUCTURES AS WELL AS

SITE ITEMS (I.E. SIGNS, LIGHTS, ETC.) NOT SCHEDULED TO BE REMOVED AS PART OF

THIS PROJECT FROM DAMAGE DURING ALL PHASES OF THIS PROJECT. ANY ITEMS

DAMAGED SHALL BE REPAIRED AT NO COST TO THE VA.

NOTE:

TREE SIZES SHOWN ON PLANS DO NOT REPRESENT THE ACTUAL WIDTH OF THE EXISTING

DRIPLINE. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ACTUAL SIZE OF THE TREE

CANOPIES AND CALIPERS PRIOR TO BIDDING TO HELP DETERMINE SCOPE FOR TREE

REMOVALS AND TREE PROTECTION FENCING LIMITS.

NOT TO SCALE

CAMPUS KEY PLAN

INDIANA AVENUE

FLO

STR

EET

INDIANA AVENUE

VINE ROAD

PARK DRIVE

P A

R K

D R

R O

A D

VIN

E R

OAD

VINE ROAD

STEELE CIRCLE DRIVE

S HOME AVENUE /

MCMAHON AVENUE

INDIANA AVENUE

FLOW

ER STREET

CHAPMAN AVENUE

W E

R S

T R

E E

STEELE C

LE D

O R

C H

A R

D A

U E

O R

C H

A R

D A

V E

N U

RIVER ROAD / ORCHARD AVENUE

BLACK ROAD

NELSON AVENUE

ORCHARD AVENUE

C K

R O

A D

ORCHARD AVENUE

KUDER PLACE

HYD

E N

E W

A R

O A

E 38th STREET

S B

S T

R E

E T

G E

O R

S T

R E

E T

M E

C H

A N

A V

E N

U E

ORCHARD AVENUE

S H

O R

T S

T R

E E

COTTAGE AVENUE

N E

N A

V E

N U

WATER STREET

R T

O R

C H

A R

D A

U E

PARK

DRIVE

SHORT STREET /

ORCHARD AVENUE

E 38th STREET

VIN

E R

OAD

E 38th STREET

S HOME AVENUE

S H O

E AVEN

U E

DOCTORS ROAD

E 38th ST

LIN

C O

NOTE:

SEE ARCHITECTURAL SHEET AD100 FOR PHASING.

NOTE:

CONTRACTOR SHALL EXCAVATE AROUND EXISTING BUILDING IN SECTIONS TO MINIMIZE

POTENTIAL ISSUES WITH BUILDING FOUNDATION SYSTEM.

CIVIL SITE - DEMOLITION PLAN

CD101

NORTH

Know what's below.

Call before you dig.

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AutoCAD SHX Text 08-02-2023

ORCHARD AVENUE

PIV

D S

TP TP

D S

E C

C O

BUILDING 8

GYMNASIUM

BUILDING 9

PRINTING & MAIL

D S

D S D

D S

TYP.

18' 3'

22.7' 9' 9'

18' 3'

R10'

R85'

R2'

5' 14'

12'

13'

R5 5'

9.2'± 5.5'

TYP.

R40'

R10'

13'

10.2'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

CORRECT WATER INTRUSION -

BUILDING 8

MARION, INDIANA

610-22-214

BUILDING 8

Project Director

08/02/2023 MDR KRKRevisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

4175 New Vision Drive, Fort Wayne, IN 46845

Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

PLAN CONSTRUCTION NOTES

NOTE:

1. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING.

SITE LEGEND

ASPHALT PAVEMENT PER

DETAIL #4/CS501.

PAVEMENT MARKING SHALL BE 4" WHITE WATERBORNE PAINT WITH REFLECTIVE GLASS BEADS.

6" CONCRETE WINDOW WELL. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.

GRASS / LANDSCAPE AREA. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING AFTER FINAL

GRADING. SEE SEEDING SPECIFICATIONS SECTION.

CONCRETE SIDEWALK PER DETAILS #1AND #2/CS501.

6" CONCRETE PAVEMENT PER DETAIL #3/CS501.

ASPHALT PAVEMENT PER DETAIL #4/CS501.

NEW CONCRETE STEPS WITH HANDRAILS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL

INFORMATION. (DEDUCT ALT. 1: EXISTING STEPS WITH HANDRAILS TO REMAIN)

NEW CONCRETE STEPS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. (DEDUCT

ALT. 1: EXISTING STEPS TO REMAIN)

NEW CONCRETE RETAINING WALL WITH HANDRAILS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL

INFORMATION. (DEDUCT ALT. 1: EXISTING RETAINING WALL WITH HANDRAILS TO REMAIN)

CONCRETE SIDEWALK PER

DETAILS #1 AND #2/CS501.

NOT TO SCALE

CAMPUS KEY PLAN

INDIANA AVENUE

FLO

STR

EET

INDIANA AVENUE

VINE ROAD

PARK DRIVE

P A

R K

D R

R O

A D

VIN

E R

OAD

VINE ROAD

STEELE CIRCLE DRIVE

S HOME AVENUE /

MCMAHON AVENUE

INDIANA AVENUE

FLOW

ER STREET

CHAPMAN AVENUE

W E

R S

T R

E E

STEELE C

LE D

O R

C H

A R

D A

U E

O R

C H

A R

D A

V E

N U

RIVER ROAD / ORCHARD AVENUE

BLACK ROAD

NELSON AVENUE

ORCHARD AVENUE

C K

R O

A D

ORCHARD AVENUE

KUDER PLACE

HYD

E N

E W

A R

O A

E 38th STREET

S B

S T

R E

E T

G E

O R

S T

R E

E T

M E

C H

A N

A V

E N

U E

ORCHARD AVENUE

S H

O R

T S

T R

E E

COTTAGE AVENUE

N E

N A

V E

N U

WATER STREET

R T

O R

C H

A R

D A

U E

PARK

DRIVE

SHORT STREET /

ORCHARD AVENUE

E 38th STREET

VIN

E R

OAD

E 38th STREET

S HOME AVENUE

S H O

E AVEN

U E

DOCTORS ROAD

E 38th ST

LIN

C O

SCALE: 1" = 20'

CIVIL SITE - LAYOUT PLAN1

CS101

CIVIL SITE - LAYOUT PLAN

CS101

NORTH

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GRADING LEGEND:

PROPOSED CONTOUR

EXISTING CONTOUR

MATCH EXISTING SPOT

EXISTING SPOT

PROPOSED SPOT

PROPOSED RIM

PROPOSED TOP OF CURB

PROPOSED BOTTOM OF CURB

PROPOSED TOP OF WALL

PROPOSED BOTTOM OF WALL

PROPOSED TOP OF STEP

PROPOSED BOTTOM OF STEP

PROPOSED DRAINAGE SWALE

PROPOSED DRAINAGE INTENT

M:XXX.xx±

EX:XXX.xx±

XXX.xx

R:XXX.xx

TC:XXX.xx

BC:XXX.xx

TWL:XXX.xx

BWL:XXX.xx

TS:XXX.xx

BS:XXX.xx

D S

E C

D S

D S D

D S

841.43

R:840.67

R:840.67 R:840.67

R:840.67

TWL:844.40

BWL:843.80

TWL:844.40

BWL:843.90

TWL:844.20

BWL:843.70

TWL:844.20

BWL:843.90

TWL:844.20

BWL843.70

TWL:844.20

BWL:843.90

TWL:843.20

BWL:842.70

TWL:843.20

BWL:842.60

TWL:843.20

BWL:842.60

TWL:843.20

BWL:842.70

TWL:842.80

BWL:842.30

TWL:842.80

BWL:842.20

TWL:845.42

BWL:844.85

TWL:845.42

BWL:844.92 TWL:845.56

BWL:844.99 TWL:845.56

BWL:845.06

TWL:845.70

BWL:845.13

TWL:845.70

BWL:845.20

TWL:845.42

BWL:844.75

TWL:845.42

BWL:844.82

TWL:845.56

BWL:844.89 TWL:845.56

BWL:844.96

TWL845.70

BWL:845.03

TWL:845.70

BWL:845.10

TWL:845.50

BWL:845.00

TWL:845.50

BWL:844.90

TWL:845.50

BWL:844.95

TWL:845.50

BWL:844.90

TWL:845.50

BWL:845.00

TWL:845.37

BWL:844.77

TWL:845.37

BWL:844.87

TWL:845.37

BWL:844.65

TWL:845.37

BWL:844.87

TWL:845.14

BWL:844.54

TWL:845.14

BWL:844.64

TWL:845.14

BWL:844.42

TWL:845.14

BWL:844.64

TWL:844.00

BWL:843.50

TWL:844.00

BWL:843.50

TWL:844.00

BWL:843.40

TWL:844.00

BWL:843.40

842.86

844.29

844.26

M:844.80±

M:841.37±

M:841.47± M:841.50±

841.42

842.42

842.48

M:844.60±

R:844.70

R:844.99

R:841.11

R:840.88

R:837.48

FFE:847.51

FFE:837.51

TS:847.45

843.80

BS:842.45

FFE:847.51

BS:842.96 TS:847.46

841.66

845.20

TWL:843.01

TS:842.51

BS:837.51

M:843.90±

M:844.09±

M:841.71±

R:841.46

R:844.05

841.50

TWL:842.80

BWL:842.20

TWL:842.80

BWL:842.30

TWL:844.40

BWL:843.90TWL:844.40

BWL:843.80

841.75

BWL:842.80

BWL:843.65

EX:841.35±

EX:841.69±

841.33

841.30

843.18

M:843.66± M:844.08±

M:844.39±

842.48 842.42

TWL:843.01

842.87

844 845

R:841.08

ORCHARD AVENUE

D S

TP TP

D S

E C

C O

CBCB

D S

D S D

D S

T2 T2 T2 T3

T3T3 T3

T1 T1

841.43

M:842.27±

M:842.52±

M:842.25±

M:841.84±

842.86

844.29

844.26

M:844.80±

M:844.72±

M:844.70±

M:841.37± M:841.47±

M:841.50±

841.42

842.42

842.48

M:844.60±

M:844.63±

M:844.66±

R:844.70 R:844.99

R:842.33

R:841.11

R:840.88

842.24

842.17

R:837.48

FFE:847.51

FFE:837.51

TS:847.45

843.80

BS:842.45

FFE:847.51

FFE:844.70

M:844.68±

BS:842.96

TS:847.46

841.66

845.20

TWL:843.01

TS:842.51

BS:837.51

M:843.90±

M:844.09±

M:841.71±

M:843.38±

R:843.29

R:841.46

R:844.05

841.50

841.75

BWL:842.80

BWL:843.65

EX:841.35±EX:841.69±

841.33 841.30

843.18

M:843.66±

M:842.83±

M:842.16±

M:841.57±

M:844.08±M:844.39±

842.48

842.42

TWL:843.01

842.87

844 845

M:841.89± 841.93

R:841.08

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

CORRECT WATER INTRUSION -

BUILDING 8

MARION, INDIANA

610-22-214

BUILDING 8

Project Director

08/02/2023 MDR KRKRevisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

4175 New Vision Drive, Fort Wayne, IN 46845

Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

NOT TO SCALE

CAMPUS KEY PLAN

INDIANA AVENUE

FLO

STR

EET

INDIANA AVENUE

VINE ROAD

PARK DRIVE

P A

R K

D R

R O

A D

VIN

E R

OAD

VINE ROAD

STEELE CIRCLE DRIVE

S HOME AVENUE /

MCMAHON AVENUE

INDIANA AVENUE

FLOW

ER STREET

CHAPMAN AVENUE

W E

R S

T R

E E

STEELE C

LE D

O R

C H

A R

D A

U E

O R

C H

A R

D A

V E

N U

RIVER ROAD / ORCHARD AVENUE

BLACK ROAD

NELSON AVENUE

ORCHARD AVENUE

C K

R O

A D

ORCHARD AVENUE

KUDER PLACE

HYD

E N

E W

A R

O A

E 38th STREET

S B

S T

R E

E T

G E

O R

S T

R E

E T

M E

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A N

A V

E N

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S H

O R

T S

T R

E E

COTTAGE AVENUE

N E

N A

V E

N U

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R T

O R

C H

A R

D A

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PARK

DRIVE

SHORT STREET /

ORCHARD AVENUE

E 38th STREET

VIN

E R

OAD

E 38th STREET

S HOME AVENUE

S H O

E AVEN

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DOCTORS ROAD

E 38th ST

LIN

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EROSION CONTROL LEGEND:

SILT FENCE

INLET PROTECTION

NOTE:

STORM WATER SEWER LINES SHOWN ARE FOR REFERENCE ONLY. SEE SHEET CIVIL SITE

GRADING AND UTILITY PLANS FOR STORM WATER SEWER LINE SIZE, INVERT, ETC.

EROSION CONTROL KEY:

INSTALL SILT FENCE PER DETAIL #6/CS501.

INSTALL YARD INLET PROTECTION PER DETAIL #7/CS501.

INSTALL PAVEMENT INLET PROTECTION PER DETAIL #8/CS501.

CONCRETE WASHOUT NOTE:

THE CONTRACTOR' SHALL SUPPLY AND USE A MANUFACTURED CONCRETE WASHOUT DEVICE. THE CONCRETE WASHOUT SHALL NOT BE PLACE 50 FEET OR CLOSER TO ANY STORMWATER INLET OR CATCH BASIN AND SHOULD BE NEAR THE AREA BEING CONSTRUCTED. THE CONCRETE WASHOUT DEVICE SHALL HAVE EROSION CONTROL MEASURES AND SIGNAGE IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE.

CONTRACTOR SHALL MAINTAIN THE CONCRETE WASHOUT DEVICE AND EROSION CONTROL MEASURES IN COORDINATION WITH THE CONCRETE WASHOUT DEVICE, IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE CONCRETE WASHOUT DEVICE, AND TEMPORARY EROSION CONTROL DEVICES AND MEASURES

SHALL BE REMOVED AT THE COMPLETION OF CONCRETE PLACEMENT.

STABLE CONSTRUCTION ENTRANCE NOTE:

CONTRACTOR SHALL PROVIDE A STABLE CONSTRUCTION ENTRANCE THAT IS CONVENIENT TO THE PROJECT SITE. THIS CONSTRUCTION ENTRANCE SHALL BE EITHER BE OF 12' x 50' AGGREGATE OR A MANUFACTURED TRACK-OFF DEVICE. THE CONSTRUCTION ENTRANCE SHALL PROVIDE PROTECTION AGAINST MUD AND SEDIMENT BEING TRACKED OFF THE CONSTRUCTION SITE ONTO ADJACENT PUBLIC OR PRIVATE PAVEMENT. IF MUD OR SEDIMENT IS TRACKED ON TO ADJACENT PAVED SURFACES, THE CONTRACTOR SHALL CLEAN THE SURFACES DAILY BY SCRAPING AND BRUSHING THE SEDIMENT OFF THE SURFACE AND RETURNING IT TO THE

SOURCE LOCATION. THE SURFACE SHALL NOT BE CLEANED BY USE OF FLUSHING WITH WATER.

OFF-SITE EXCESS SOIL AREA

EXCESS SOIL IS TO BE REMOVED FROM PROJECT SITE TO A PERMANENT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIND A SITE TO PERMANENTLY PLACE THE EXCESS SOIL, EXECUTE ANY CONTRACTS NEEDED WITH THE PROPERTY OWNER, AND RESEARCH FOR THE POSSIBILITY OF WETLANDS ON THE EXCESS SOIL SITE. IF WETLANDS ARE FOUND, ANOTHER SITE SHOULD BE CHOSEN. IF THE CONTRACTOR WISHES TO USE A SITE THAT CONTAINS WETLANDS IT IS THE CONTRACTORS FINANCIAL RESPONSIBILITY TO HAVE THE WETLANDS ASSESSED AND DELINEATED BY A CERTIFIED ENVIRONMENTAL CONSULTING FIRM. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE EROSION CONTROL DRAWINGS OF THE EXCESS SOIL SITE TO THE CITY OF MARION MS4 COORDINATOR FOR INSPECTION AND APPROVAL, TO ASSURE APPROPRIATE MEASURES WILL BE TAKEN TO PROTECT THE WETLANDS AND THAT THE WETLANDS WILL NOT BE DISTURBED. THE EXCESS SOIL PROPERTY SHALL HAVE EROSION CONTROL MEASURES AND DEVICES IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL MEASURES AND DEVICES USED, IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE SITE SHALL BE FINE GRADED, SOIL STABILIZED, AND TEMPORARY EROSION CONTROL DEVICES AND MEASURES

REMOVED AT THE COMPLETION OF SOIL PLACEMENT.

SCALE: 1" = 20'

CIVIL SITE - GRADING AND EROSION CONTROL PLAN1

CS201

SCALE: 1" = 10'

CIVIL SITE - GRADING ENLARGEMENT2

CS201

CIVIL SITE - GRADING AND

EROSION CONTROL PLAN

CS201

NORTH

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BUILDING 8 GYMNASIUM

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AUTO SPRINKLER CONNECTION

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HYDRANT #18

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THRESHOLD FFE:844.70

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THRESHOLD FFE:845.16

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THRESHOLD FFE:847.51

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THRESHOLD FFE:837.51

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THRESHOLD FFE:845.27

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GRATE

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BUILDING 55 WAREHOUSE SIGN

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GRATE

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4" RETAINING WALL

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4" RETAINING WALL

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BUILDING 9 PRINTING & MAIL

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DRAINAGE AND UTILITY NOTES:

1. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED OTHERWISE.

2. PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURES UNLESS OTHERWISE

NOTED. FIELD VERIFY LENGTHS REQUIRED PRIOR TO ORDERING PIPE.

3. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY THE VA AND LOCAL

AUTHORITIES.

5. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIM

AND INVERTS AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

6. REFER TO DETAIL SHEET CS502 FOR STORM STRUCTURE DETAIL, CASTING SCHEDULE

AND PIPE TRENCH DETAIL.

7. CONTRACTOR SHALL ENSURE ALL STORM AND SANITARY SEWER TAPS AFFECTED BY

SEWER RECONSTRUCTION HAVE BEEN RECONNECTED TO THE SEWER NETWORK.

8. CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGH PROPOSED STORM NETWORK.

PROPOSED STORM INLET / MANHOLE

PROPOSED AREA DRAIN

PROPOSED STORM SEWER

PROPOSED FOUNDATION DRAIN FOR

REFERENCE ONLY

EXISTING COMMUNICATION LINE

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER FROM UTILITY

RELOCATION PROJECT

EXISTING STEAM LINE

EXISTING STORM SEWER

EXISTING WATER LINE

SD SD

SA SA

SM SM

ST ST

WA WA

UTILITY LEGEND:

6" DOWNSPOUT DRAIN @ MINIMUM 1.00%. CONNECT TO DOWNSPOUTS AND PROVIDE

ADAPTOR FITTINGS. COORDINATE ALL WORK WITH ARCHITECTURAL DRAWINGS.

PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING STRUCTURES, CONTRACTOR TO

POTHOLE AND FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITY. CONTRACTOR

TO PROTECT EXISTING UTILITY DURING CONSTRUCTION. NOTIFY ENGINEER AND WAIT FOR

ENGINEERED SOLUTION IF CONFLICT EXISTS.

UTILITY NOTES:

FOR REFERENCE ONLY: FOUNDATION DRAIN. COORDINATE WITH ARCHITECTURAL

DRAWINGS.

IF DEDUCT ALTERNATE 1 IS ACCEPTED AND THE EXISTING STAIRS REMAIN, CONTRACTOR

IS TO CONNECT PROPOSED FOUNDATION DRAIN TO EXISTING FOUNDATION DRAIN

OUTSIDE THE INFLUENCE OF THE STAIR FOUNDATION.

4" TYPE IV INLET PER DETAIL #5/CS502. CONTRACTOR TO COORDINATE RIMS WITH

CS201 - SITE GRADING PLAN. CONNECT INLET TO PROPOSED FOUNDATION DRAIN.

CONTRACTOR TO TAP PROPOSED LINE USING INSERTA TEE OR EQUIVALENT PRODUCT.

4" TYPE IV INLET PER DETAIL #5/CS502. CONTRACTOR TO COORDINATE RIMS WITH

CS201 - SITE GRADING PLAN. CONNECT INLET TO PROPOSED FOUNDATION DRAIN.

(DEDUCT ALT. 1: EXISTING INLET TO REMAIN)

REMOVE AND REPLACE EXISTING STORM SEWER AS REQUIRED TO INSTALL PROPOSED

STORM STRUCTURE. PROVIDE WATERTIGHT CONNECTION. INCLUDE BYPASS PUMPING

AS NEEDED.

WA WA WA WA WA WA

W A

WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA

W A

WA WA WA WA WA WA WA WA

W A

WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WAW

G A

GA GA GA GA GA GA GA GA GA

G A

GA GA GA GA

G A

S M

SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM

SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM

S M

ORCHARD AVENUE

PIV

D S

TP TP

D S

E C

C O

WAWAWAWAWAWAWA

S A

S T

D S T

S T

SD SD SD SD

S D

SD SD SD SD

D S

D S D

S D

SD SD SD SD SD SD SD SD SD SD SD

D S

S S

S T

1 1

ST-100

48" DOGHOUSE MANHOLE

TYPE I-B

RIM:842.33

INV N:833.04

EX INV W:832.94±

EX INV E:832.94±

ST-111

48" MANHOLE

TYPE I-B

RIM:844.05

INV N:840.05

INV E:839.95

77 LF OF 12" STM

@ 2.38%

47 LF OF 12" STM

@ 1.02%

38 LF OF 12" STM

@ 0.30%

62 LF OF 12" STM

@ 1.52%

82 LF OF 12" STM

@ 4.35%

61 LF OF 12" STM

@2.31%

64 LF OF 12" STM

@ 0.30%

72 LF OF 12" STM

@ 0.30%

ST-112

30" INLET

TYPE I-B

RIM:844.99

INV S:840.99

ST-160

30" INLET

TYPE I-B

RIM:844.70

INV N:840.70

ST-150

48" MANHOLE

TYPE I-B

RIM:843.29

INV S:839.29

INV E:839.19

ST-140

48" MANHOLE

TYPE I-B

RIM:841.46

INV W:837.46

INV S:837.36

ST-130

30" INLET

TYPE I-B

RIM:840.88

INV N:836.88

INV S:836.78

ST-120

48" MANHOLE

TYPE I-B

RIM:841.11

INV N:836.59

INV S:833.47

ST-110

48" MANHOLE

TYPE I-B

RIM:841.08

INV W:836.38

INV N:833.36

INV S:833.26

2 2

5 5

5 5 5 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

CORRECT WATER INTRUSION -

BUILDING 8

MARION, INDIANA

610-22-214

BUILDING 8

Project Director

08/02/2023 MDR KRKRevisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

4175 New Vision Drive, Fort Wayne, IN 46845

Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

NOT TO SCALE

CAMPUS KEY PLAN

INDIANA AVENUE

FLO

STR

EET

INDIANA AVENUE

VINE ROAD

PARK DRIVE

P A

R K

D R

R O

A D

VIN

E R

OAD

VINE ROAD

STEELE CIRCLE DRIVE

S HOME AVENUE /

MCMAHON AVENUE

INDIANA AVENUE

FLOW

ER STREET

CHAPMAN AVENUE

W E

R S

T R

E E

STEELE C

LE D

O R

C H

A R

D A

U E

O R

C H

A R

D A

V E

N U

RIVER ROAD / ORCHARD AVENUE

BLACK ROAD

NELSON AVENUE

ORCHARD AVENUE

C K

R O

A D

ORCHARD AVENUE

KUDER PLACE

HYD

E N

E W

A R

O A

E 38th STREET

S B

S T

R E

E T

G E

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M E

C H

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E N

U E

ORCHARD AVENUE

S H

O R

T S

T R

E E

COTTAGE AVENUE

N E

N A

V E

N U

WATER STREET

R T

O R

C H

A R

D A

U E

PARK

DRIVE

SHORT STREET /

ORCHARD AVENUE

E 38th STREET

VIN

E R

OAD

E 38th STREET

S HOME AVENUE

S H O

E AVEN

U E

DOCTORS ROAD

E 38th ST

LIN

C O

SCALE: 1" = 20'

CIVIL SITE - UTILITY PLAN1

CS301

CIVIL SITE - UTILITY PLAN

CS301

NORTH

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AutoCAD SHX Text STM - 392047 Manhole Rim. Elev.=836.83 Inv. 831.19, 12" VCP~W. Inv. 832.15, 8" VCP~SW. Inv. 833.99, 4" VCP~SW. Inv. 831.11, 12" VCP~E.

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STM:24" VCP

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SAN:6" VCP

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STEAM VAULT #18

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STM:12" VCP

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STM:12" VCP

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STM:6" VCP

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STM:6" PVC

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STM:10" VCP

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STM:6" VCP

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STM:6" VCP

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STM:6" HDPE

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STM:4" VCP

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STM - 392050

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BUILDING 8 GYMNASIUM

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BUILDING 9 PRINTING & MAIL

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AutoCAD SHX Text STM - 392044 Round Inlet Rim. Elev.=842.95 Inv. 834.07, 12" VCP~W. Inv. 835.37, 6" VCP~N. Inv. 838.37, 6" PVC~NW. Inv. 836.15, 10" VCP~SW. Inv. 837.07, 6" VCP~S. Inv. 840.58, 4" PVC~S. Inv. 833.97, 12" VCP~E.

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48" STM WITH VA UTILITY RELOCATION PROJECT

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8" SAN WITH VA UTILITY RELOCATION PROJECT

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8" SAN WITH VA UTILITY RELOCATION PROJECT

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8" SAN WITH VA UTILITY RELOCATION PROJECT

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8" SAN WITH VA UTILITY RELOCATION PROJECT

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24" STM WITH VA UTILITY RELOCATION PROJECT

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36" STM WITH VA UTILITY RELOCATION PROJECT

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36" STM WITH VA UTILITY RELOCATION PROJECT

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440#/SY HMA INTERMEDIATE, 3/4", MAINLINE

1. CEMENT TYPE: CLASS A CONCRETE, 4000PSI AT 28 DAYS.

2. DEPTH OF CONCRETE: 5 12" TYPICAL.

3. EXPANSION JOINTS: 1/2" THICK PRE-FORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED IN

THE FOLLOWING LOCATIONS:

A. WHERE NEW SIDEWALK ABUTS AN EXISTING SIDEWALK, DRIVEWAY, OR CURB.

B. EVERY 50' IN SIDEWALKS THAT ARE 100' OR MORE IN LENGTH.

4. SCORED CONSTRUCTION JOINTS: 34" TO 1 14" DEEP AT 5' INTERVALS.

5. CROSS SLOPE: NOT TO EXCEED 2.0%, WITH THE LOWEST PART OF THE SIDEWALK ABOVE THE

ADJACENT CURB.

6. SURFACE FINISH: MEDIUM BROOM FINISH APPLIED FROM SIDE-TO-SIDE OF THE SIDEWALK.

7. ADA COMPLIANCE: ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF

THE ARCHITECTURAL BARRIERS ACT.

8. CONCRETE SIDEWALK SHALL BE FORMED WITH FORMS, FULL DEPTH, AND NOT EARTH FORMED.

9. ALL PROPOSED CONCRETE SHALL BE SECURED TO EXISTING/ADJACENT CONCRETE USING DOWELS

PER DETAIL #4/CS501.

10. INCLUDE FIBERMESH IN ALL CONCRETE MIXES BY PROPOX GLOBAL (OR APPROVED EQUAL).

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

JOINTS:

EXPANSION JOINTS SHALL BE LOCATED

EVERY 50 LF UNLESS OTHERWISE INDICATED.

FINISH

GRADE

5 12" CONC. WALK WITH FIBERMESH BY

PROPEX GLOBAL (OR APPROVED EQUAL.)

SEE SIDEWALK SPECIFICATIONS FOR MORE

DETAILS.

4" #53 COMP. AGGREGATE

SLOPE: 2.0% MAX UNLESS

PLAN NOTES OTHERWISE

COMPACTED

SUBGRADE

VARIES SEE PLAN

6x6 W2.9xW2.9 WWM

FINISH

GRADE

2-#4 BARS

SCALE: NONE

SIDEWALK SPECIFICATIONS1

CS501

SCALE: 1" = 1'-0"

CONCRETE SIDEWALK2

CS501

SCALE: 1" = 1'-0"

ASPHALT PAVEMENT4

CS501

1'- 6"

4" 2"

95% COMPACTED SUB-GRADE

220#/SY HMA SURFACE, 3/8", MAINLINE

1'- 0"

COMPACTED #73 OR #53

STONE OR AGGREGATE

6" 8"

1'- 2"

6" CONC. SLAB WITH FIBERMESH BY

PROPEX GLOBAL (OR APPROVED EQUAL.)

SEE SIDEWALK SPECIFICATIONS FOR

MORE DETAILS.

95% COMPACTED SUB-GRADE

COMPACTED #73 OR #53 STONE OR

AGGREGATE

2-#4 BARS

6x6 W2.9xW2.9 WWM

SCALE: 1" = 1'-0"

6" CONCRETE PAVEMENT3

CS501

SPECIFICATIONS:

1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.

2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.

3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS

LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.

4. AVOID UNDERMINING THE FENCE DURING CLEANOUT.

5. REMOVE THE FENCE AND SEDIMENT DEPOSITS AFTER THE CONTRIBUTING DRAINAGE AREA HAS

BEEN STABILIZED. BRING THE DISTURBED AREA TO GRADE AND STABILIZE.

SILT FENCE SHALL BE INSTALLED AT START OF CONSTRUCTION AND SHALL

REMAIN UNTIL GRASS HAS GROWN IN AREAS OF PERMANENT EROSION

CONTROL AREA.

WATER FLOW

1'- 6"

.3'- 0"

2x2 POSTS

GEOTEXTILE FABRIC SECURED WITH LATHE - BURY TOE 8" MIN. BELOW GRADE

(12" MIN. TOTAL OF FABRIC SHOULD EXTEND INTO THE TRENCH) & PROVIDE

24" SPLICE LENGTH.

TEMPORARY/FINISH GRADE

COMPACTED FILL

GEOTEXTILE FABRIC LAID ON DOWN-SLOPE SIDE AND BOTTOM

OF TRENCH

SPECIFICATIONS:

1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY.

2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID

DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL.

3. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. GRADE THE AREA TO THE ELEVATION OF THE TOP

OF THE INLET, THEN STABILIZE

3'-0" (MIN.)

1'- 6"

1'-

6" (M

8"3'- 0"

FLOW

1x2 INCH OR 1x3 INCH TOP FRAME - BRACE

DIAGONALLY AT TOP

2x2 POSTS

FABRIC SILT FENCE - BURY TOE 8" MIN. BELOW GRADE

(12" MIN. TOTAL OF FABRIC SHOULD EXTEND INTO THE

TRENCH).

TEMPORARY/FINISH GRADE

COMPACTED FILL

GEOTEXTILE FABRIC LAID ON DOWN-SLOPE SIDE AND

BOTTOM OF TRENCH

SCALE: 1/2" = 1'-0"

YARD INLET PROTECTION7

CS501

SCALE: 1/2" = 1'-0"

SILT FENCE6

CS501

TYPICAL

RECTANGULAR INLET FILTER

TYPICAL

ROUND INLET FILTER

LIFT HANDLE

STAINLESS STEEL

CLAMPING BAND

STANDARD 2"

OVERFLOW AREA

STANDARD 2"

OVERFLOW AREA

11 GAUGE STEEL

SUSPENSION SYSTEM

LIFT HANDLE

STAINLESS STEEL

CLAMPING BAND

REPLACEABLE SEDIMENT

BAGS WITH GEOTEXTILE

FILTER FABRIC

FLEXSTORM DISTRIBUTED BY: ADS

AND MANUFACTURED BY:

INLET & PIPE PROTECTION, INC.

24137 W. 111TH ST., UNIT A

NAPERVILLE, IL 60564

PH: (866) 287-8655

FAX: (630) 355-3477

WWW.INLETFILTERS.COM

INFO@INLETFILTERS.COM

INSTALLATION:

· REMOVE GRATE

· DROP FLEXSTORM INLET FILTER INTO LOAD

BEARING LIP OF CASTING OR CONCRETE

STRUCTURE

· REPLACE GRATE

SCALE: 1/2" = 1'-0"

PAVEMENT INLET PROTECTION8

CS501

TACK COAT

SCALE: NOT TO SCALE

TREE PROTECTION FENCE DETAIL5

CS501

EXISTING FINISHED GRADE - DO

NOT DISTURB WITHIN DRIPLINE

UNDISTURBED GRADE -

DO NOT DISTURB

WITHIN DRIPLINE

4' HEIGHT SAFETY

FENCE SUPPORTED

WITH 6 FOOT STEEL

POSTS 8' O.C. INSTALL

SURROUNDING TREE

AT DRIPLINE.

OUTER LIMITS OF

TREE BRANCHES

(DRIPLINE)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

CORRECT WATER INTRUSION -

BUILDING 8

MARION, INDIANA

610-22-214

BUILDING 8

Project Director

08/02/2023 MDR KRKRevisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

4175 New Vision Drive, Fort Wayne, IN 46845

Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting 06

CIVIL SITE - DETAILS

LAYOUT AND EROSION CONTROL

CS501

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SUBGRADE

INFLUENCE LINE

SCALE : N.T.S.

BACKFILL SPECIFICATIONS

1. BACKFILL WITHIN PUBLIC R.O.W., UNDER PAVED AREAS, AND WITHIN THE INFLUENCE OF BUILDING STRUCTURES

SHALL BE INDOT #53/#73. INFLUENCE ZONE SHALL EXTEND AT A 1:1 SLOPE FROM ABOVE ITEM. COMPACTION

SHALL MEET OR EXCEED 95% OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557.

2. BACKFILL WITHIN LAWN AREAS AND OUT OF THE INFLUENCE OF: BUILDING STRUCTURES, PAVED AREAS, AND PUBLIC R.O.W., SHALL BE STANDARD BACKFILL. STANDARD BACKFILL SHALL BE FREE OF: ROCK AND GRAVEL LARGER THAN 3" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATERIAL ACCORDING TO ASTM D 2487. COMPACTION SHALL MEET OR EXCEED 90% OF

MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557.

BEDDING SPECIFICATIONS

1. FOR ROCK OR OTHER NON-COMPRESSIBLE MATERIAL, THE TRENCH SHALL BE OVER EXCAVATED A

MINIMUM OF 6" AND REFILLED WITH BEDDING MATERIAL.

LEGEND

Bc = OUTSIDE DIA. OF PIPE

D = INSIDE DIA. OF PIPE

d = BEDDING MATERIAL BELOW PIPE BELL

DEPTH OF BEDDING

MATERIAL BELOW PIPE

D d(Min.)

LESS THAN 60" 4"

60" & LARGER 6"

CRUSHED STONE INDOT #5, #8 (FLEXIBLE PIPE)

GRANULAR MATERIAL INDOT #5, #8, #9, #53

(RIGID PIPE)

BUILDING, STREET, DRIVEWAY, SIDEWALK OR OTHER PAVED

SURFACE

#53/#73

BACKFILL

DESIGNATED PIPE

BEDDING

BACKFILL

(SEE BELOW)

SCALE: NONE

PIPE TRENCH DETAIL1

CS502

SCALE: 1/2" = 1'-0"

INLET TYPE "I"3

CS502

"A" DIAMETER

SEE PLANS

PLAN VIEW

SECTION A-A SECTION B-B

NOTES:

1. 30" DIA. UP TO 15" OUTLET PIPE.

2. 33" DIA. UP TO 18" OUTLET PIPE.

3. MINIMUM 4,500 PSI CONCRETE.

4. BOOTS REQUIRED UNLESS LOCAL COMMUNITY

ALLOWS OTHERWISE.

5. PIPES SHALL HAVE A SMOOTH FINISH.

6. THE BASE SHALL BE PLACED ON 6" MIN.

COMPACTED CLASS I OR CLASS II MATERIAL AS

DESCRIBED IN ASTM D2321.

7. PROVIDE CONCRETE ADJUSTMENT RINGS AS

REQUIRED, 12" MAX.

3" MAX PROTRUSION

PSX BOOT, OR

A-LOCK GASKET.

SEE UTILITY SHEET

FOR INLET CASTING.

PRE-CAST REINFORCED CONCRETE.

(6x6-10 GAUGE MESH THROUGHOUT)

WALL THICKNESS

"A" STR. DIA. "B"

30" 31 2"

33" 33 4"

"A" DIAMETER

SEE PLANS

"B" "B"

2' M

4' M

PSX BOOT, OR A-LOCK

GASKET.

3000 PSI CONCRETE

BENCH. PRE-CAST REINFORCED

CONCRETE BASE. (6x6-10 GAUGE

MESH THROUGHOUT)

SCALE: 3/8" = 1'-0"

STORM SEWER MANHOLE TYPE "I"4

CS502

SCALE: NONE

CASTING SCHEDULE2

CS502

3" MAX.

3' M

.2' M

"A"

SEE PLAN

2'-0"

1'- 4"

2'-0"

3" S

GENERAL CONSTRUCTION REQUIREMENTS:

1. MANHOLE MADE IN ACCORDANCE WITH ASTM C-478 AND INDOT SECTION 720 SPECIFICATION

STANDARDS.

2. ALL PIPES SHALL HAVE A SMOOTH FINISH

3. MANHOLE JOINTS TONGUE AND GROOVE WITH BUTYL ROPE OR RING IN ACCORDANCE WITH ASTM C-443

AND ASTM C891.

4. THE BASE SHALL BE PLACED ON 6" MIN. COMPACTED CLASS I OR CLASS II MATERIAL AS DESCRIBED IN

ASTM D2321.

6" M

3000 PSI

CONCRETE

BENCH

4" CONCRETE ADJUSTMENT

RING. PROVIDE 1 RING MAX.

SEE UTILITY SHEET FOR

MANHOLE CASTING

PRECAST

CONCRETE

MANHOLE

SECTIONS AS

REQUIRED

PRECAST

CONCRETE

MANHOLE FLAT

TOP OR CONE

MANHOLE TOP IN

ALIGNMENT WITH STEPS

REINFORCING STEEL PER ASTM

SPEC. C-478CONCRETE BASE MAY BE POURED,

PRECAST, OR MONOLITHIC

3 4

NOTE: BOOTS REQUIRED UNLESS LOCAL COMMUNITY ALLOWS OTHERWISE.

"B"

DETAIL NOTES:

SEAL STRUCTURE WALL WITH PSX BOOT, OR A-LOK GASKET FOR SMOOTH

WALL ACCORDING TO ASTM C923.

STANDARD FIBERGLASS MANHOLE STEPS.

DRILLED OR PRECAST OPENING.

(2) WEEP PIPES REQUIRED FOR EACH STORM STRUCTURE. PROVIDE FILTER

FABRIC OVER WEEP OPENING.

#8 GRAVEL BASE.

WALL THICKNESS

"A" MH DIA. "B"

48" 5" 60" 6" 72" 7" 84" 8" 96" 9"

108" 10" 120" 11"

CONFLICT PIPE. INVERT,

SIZE, LOCATION, AND

ANGLE TO BE IDENTIFIED

BY CONTRACTOR PRIOR

TO ORDERING

STRUCTURE.

CASTING

TYPE

CATALOG NUMBER

DESCRIPTION PLAN VIEW SECTION VIEW

NEENAH EAST JORDAN

B LID: 2502

FRAME: 1772

LID: 1022-M1

FRAME: 1022 OPEN W/ FISH LOGO

NOTES: 1. CASTINGS SPECIFIED, OR APPROVED EQUAL

2. ALL BEARING SURFACES TO BE MACHINED.

3. COMPLY WITH ASTM A48-83 CLASS #35.

*WHEN USED WITH STORM INLET, CONTRACTOR TO VERIFY IF A SPECIAL ORDER CASTING IS NEEDED TO PROVIDE

SUFFICIENT SUPPORT.

NOTE:

8" NYLOPLAST IN-LINE DRAIN AND CASTING AS

DISTRIBUTED BY DRAINAGE SYSTEMS, INC.

8" CAST IRON GRATE CAPABLE

OF SUPPORTING H-20 LOADING

2'- 0"

6" Ø SDR - 35 PVC OUTLET

PIPE

6" ELBOW

6" Ø SDR - 35 PVC OUTLET

PIPE

SCALE: NONE

INLET TYPE IV5

CS502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

CORRECT WATER INTRUSION -

BUILDING 8

MARION, INDIANA

610-22-214

BUILDING 8

Project Director

08/02/2023 MDR KRKRevisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

4175 New Vision Drive, Fort Wayne, IN 46845

Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting 07

CIVIL SITE - DETAILS

UTILITY

CS502

AutoCAD SHX Text

WATERWAY

AutoCAD SHX Text

DUMP

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WASTE!

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DRAINS

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A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT ACOUSTICAL CEILING TILE

ATCH ATTACHMENT

A…

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File details come from the government source that posted it. Updated Jan 9, 2024.