Attachment 09 VA-Omaha EHRM Civil_20230515 - Drawing.pdf

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

WOOLWORTH AVENUE

PARKING GARAGE

FISHER

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

8'

32.38'

26.25'

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 2a m jtg as to n

P :\0

\0

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-P ro du ct io n-

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

MATCH LINEMATCH LINE

MA

TC

H

LIN

E

MA

TC

H

LIN

E

A1 A2

A3 A4

30'

SCALE: 1"=60'-0"

0 30' 60'

OVERALL SITE

CS101

Revisions: Date:

FIBER LEG "A" - REUSE EXISTING PATHWAY

FIBER LEG "A" - NEW CONCRETE ENCASED DUCT BANK

FIBER LEG "B" - NEW CONCRETE ENCASED DUCT BANK 1

CS501

CS501

FIBER LEG "B" - NEW FIBER ROUTED THRU EXISTING TUNNEL

PULL BOX 3

CS501

IT CLOSET 109

B830 MECHANICAL

B716 MECHANICAL HVAC

B024C

TELEPHONE

SWITCH ROOM 109 IT ROOM

B12A TELECOM

A1

CS102

A2

CS103

A3

CS104

A4

CS105

KEY PLAN

NOTES:

1. ALL CIVIL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF

THE CITY OF OMAHA SPECIFICATIONS.

2. ALL SITE CONCRETE PAVEMENT SHALL BE NDOT CLASS 47B-3500.

3. THE LOCATIONS OF AERIAL AND UNDERGROUND UTILITIES MAY NOT BE INDICATED IN THESE

PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT, WILL BE LOCATED AND

FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE

PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN

LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES.

CS501

CS501

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

NIMITZ DRIVE

HOUSE

ND

S T

ND

S T

15'

SCALE: 1"=30'-0"

0 15' 30'

N

MA

TC

H

LIN

E, S

EE

S

HE

ET

C S1

MATCH LINE, SEE SHEET CS104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SITE LAYOUT A1

CS102

Revisions: Date:

PULL BOX (PB-X) 3

CS501

B830 MECHANICAL

A1

CS102

A2

CS103

A3

CS104

A4

CS105

KEY PLAN

UC-X

UTILITY CROSSING, FIELD VERIFY EXACT LOCATION AND DEPTH

OF EXISTING UTILITIES IN THE PATH OF PROPOSED DUCT BANK.

IF EXISTING UTILITY CONFLICTS WITH PROPOSED DUCT BANK

SEE DETAIL 4/CS501

X PHOTO REFERENCE, GENERAL LOCATION & DIRECTION

PHOTO WAS TAKEN

FIBER LEG "A" - REUSE EXISTING PATHWAY

FIBER LEG "A" - NEW CONCRETE ENCASED DUCT BANK

FIBER LEG "B" - NEW CONCRETE ENCASED DUCT BANK 1

CS501

CS501

FIBER LEG "B" - NEW FIBER ROUTED THRU EXISTING TUNNEL

CS501

CS501

2-4 DUCT BANK

PB-S

2-4 DUCT BANK

UC-30 (MULTIPLE CROSSINGS)

DETENTION

BASIN

WOOLWORTH AVENUE

CUP FFE =

1205.00

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

15'

SCALE: 1"=30'-0"

0 15' 30'

N

MA

TC

H

LIN

E, S

EE

S

HE

ET

C S1

MATCH LINE, SEE SHEET CS105

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

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IM

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AD

\C

AD

\S he et s\

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EH

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SITE LAYOUT A2

CS103

Revisions: Date:

AMBULATORY CARE CLINIC

(ACC)

A1

CS102

A2

CS103

A3

CS104

A4

CS105

KEY PLAN

UC-X

UTILITY CROSSING, FIELD VERIFY EXACT LOCATION AND DEPTH

OF EXISTING UTILITIES IN THE PATH OF PROPOSED DUCT BANK.

IF EXISTING UTILITY CONFLICTS WITH PROPOSED DUCT BANK

SEE DETAIL 4/CS501

X PHOTO REFERENCE, GENERAL LOCATION & DIRECTION

PHOTO WAS TAKEN

PULL BOX (PB-X) 3

CS501

FIBER LEG "A" - REUSE EXISTING PATHWAY

FIBER LEG "A" - NEW CONCRETE ENCASED DUCT BANK

FIBER LEG "B" - NEW CONCRETE ENCASED DUCT BANK 1

CS501

CS501

FIBER LEG "B" - NEW FIBER ROUTED THRU EXISTING TUNNEL

CS501

CS501

PB-T

2-4 DUCT BANKREMOVE & REPLACE

WITH CONCRETE

EXISTING HOSPITAL

FFE = 1234.50

TUNNEL

ND

S

T

CENTER ST

26.25'

15'

SCALE: 1"=30'-0"

0 15' 30'

N

MA

TC

H

LIN

E, S

EE

S

HE

ET

C S1

MATCH LINE, SEE SHEET CS102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

EH

R

M -S

IT

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U T.

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SITE LAYOUT A3

CS104

Revisions: Date:

IT CLOSET 109

B716 MECHANICAL HVAC

B024C

TELEPHONE

SWITCH ROOM

A1

CS102

A2

CS103

A3

CS104

A4

CS105

KEY PLAN

PULL BOX "O"

TO CRAWL SPACE

REMOVE & REPLACE

SIDEWALK FOR DUCT

BANK INSTALLATION

PHOTO REFERENCE,

GENERAL LOCATION &

DIRECTION PHOTO

WAS TAKEN (TYP.)

TO BLDG 25

PULL BOX AT

BLDG WALL

1" METAL CONDUIT UP

EXTERIOR OF WALL

PENETRATE WALL & CONTINUE TO

ROOM B024C THROUGH HALLWAY

TO BLDG 2, 8, 9, D

UC-1 (MULTIPLE CROSSINGS)

UC-X

UTILITY CROSSING, FIELD VERIFY EXACT LOCATION AND DEPTH

OF EXISTING UTILITIES IN THE PATH OF PROPOSED DUCT BANK.

IF EXISTING UTILITY CONFLICTS WITH PROPOSED DUCT BANK

SEE DETAIL 4/CS501

UC-2 (WATER)

UC-3 (STORM SEWER)

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

X PHOTO REFERENCE, GENERAL LOCATION & DIRECTION

PHOTO WAS TAKEN

PB-N

PB-O PB-P

PB-Q

PULL BOX (PB-X) 3

CS501

NOTES:

1. ALL TURF AREAS REMOVED FOR DUCT BANK INSTALLATION

SHALL BE REPAIRED WITH FRESH SOD.

PULL BOX "Q"

FIBER ENTERS BLDG 25

BLDG 25

TO BLDG 6

DUCT BANK

CS501

CS501

CS501

CS501

FIBER LEG "A" - REUSE EXISTING PATHWAY

FIBER LEG "A" - NEW CONCRETE ENCASED DUCT BANK

FIBER LEG "B" - NEW CONCRETE ENCASED DUCT BANK 1

CS501

CS501

FIBER LEG "B" - NEW FIBER ROUTED THRU EXISTING TUNNEL

CS501

CS501

2-4 DUCT BANK

4-4 DUCT BANK

2-4 DUCT BANK

PB-U

4-4 DUCT BANK

8-4 DUCT BANK

TO FUTURE GENERATOR BUILDING

TERMINATE CONDUITS IN PULL BOX,

EXTEND CONDUITS TO FUTURE

GENERATOR BUILDING

PULLER DRIVE

W

AESCHE DRIVE

21 16

D

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

CENTER STCENTER ST

8'

32.38'

15'

SCALE: 1"=30'-0"

0 15' 30'

N

MA

TC

H

LIN

E, S

EE

S

HE

ET

C S1

MATCH LINE, SEE SHEET CS103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

EH

R

M -S

IT

E

LA

YO

U T.

dw g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SITE LAYOUT A4

CS105

Revisions: Date:

109 IT ROOM

B12A TELECOM

A1

CS102

A2

CS103

A3

CS104

A4

CS105

KEY PLAN

PULL BOX "A"

TO BLDG

2, 8, 9, & D

REMOVE & REPLACE 10' WIDE SECTION OF

ASPHALT WITH CONCRETE TO INSTALL DUCT BANK

2'

5' 5'

PAVEMENT JOINT

PULL BOX "A"

PULL BOX "B"

STORM SEWER

CROSSINGPROTECT INLET

DUCT BANK CONTINUES

TO BLDG 2, 8, 9, & D

BLDG 21

BLDG 16

REMOVE AND REPLACE

WITH CONCRETE

5'

BLDG 1

8'

DUCT BANK REMOVE AND REPLACE

REPLACE WITH CONCRETE

PULL BOX "A"

PULL BOX "B"

TO BLDG 2, 8, 9, & D

5' 6'

PULL BOX "D"

PULL BOX "C"

DUCT BANK

REMOVE AND REPLACE PAVEMENT AND

CURB & GUTTER, REPLACE WITH CONCRETE

TO BLDG 2, 8, 9, & D

UC-X

UTILITY CROSSING, FIELD VERIFY EXACT LOCATION AND DEPTH

OF EXISTING UTILITIES IN THE PATH OF PROPOSED DUCT BANK.

IF EXISTING UTILITY CONFLICTS WITH PROPOSED DUCT BANK

SEE DETAIL 4/CS501

UC-4 (POWER)

UC-5 (POWER)

UC-6 (POWER)

UC-7 (STORM SEWER)

UC-8 (WATER)

UC-9 (POWER)

UC-10 (POWER)

UC-11 (STORM SEWER)

UC-12 (WATER)

UC-13 (WATER)

UC-14 (POWER)

UC-15 (GAS)

UC-16 (GAS)

UC-17

(STORM SEWER)

UC-18 (POWER)

UC-19 (WATER)

UC-20 (FORCE MAIN SEWER)

UC-21 (COMBINED SEWER)

UC-22 (COMBINED SEWER)

DASHED LINE IS ASSUMED PATH OF

COMBINED SEWER, NOT VERIFIED

PROPOSED PHYSICAL

THERAPY BUILDING

PROPOSED PHYSICAL

THERAPY BUILDING DRIVEWAY

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

REMOVE & REPLACE

WITH CONCRETE

X PHOTO REFERENCE, GENERAL LOCATION & DIRECTION

PHOTO WAS TAKEN

4-4 DUCT BANK

NOTES:

1. PHOTOS 5 AND UP CAN BE FOUND ON SHEET CS901 SITE PHOTOS.

2. ALL TURF AREAS REMOVED FOR DUCT BANK INSTALLATION SHALL

BE REPAIRED WITH FRESH SOD.

PB-M

PB-L

PB-K

PB-J

PB-I

PB-H

PB-G

PB-E

PB-F

PB-D

PB-C

PB-B

PB-A

PULL BOX (PB-X) 3

CS501

PB-R

CS501

CS501

CS501

CS501

CS501

CS501

CS501

REMOVE & REPLACE

WITH CONCRETE

CS501

CS501

CS501

CS501

CS501

FIBER LEG "A" - REUSE EXISTING PATHWAY

FIBER LEG "A" - NEW CONCRETE ENCASED DUCT BANK

FIBER LEG "B" - NEW CONCRETE ENCASED DUCT BANK 1

CS501

CS501

FIBER LEG "B" - NEW FIBER ROUTED THRU EXISTING TUNNEL

CS501

CS501

PB-V

2-4 DUCT BANK

2-4 DUCT BANK

PB-W

2-4 DUCT BANK

2-4 DUCT BANK

2-4 DUCT BANK

4-4 DUCT BANK

4-4 DUCT BANK

6-4 DUCT BANK

2-4 DUCT BANK

8-4 DUCT BANK

8-4 DUCT BANK

8-4 DUCT BANK

4-4 DUCT BANK

4-4 DUCT BANK

REMOVE & REPLACE

WITH CONCRETE

CS501

PB-X

PB-Y

UC-24 (STORM SEWER)

UC-25 (POWER)

UC-26 (STORM SEWER)

UC-27 (STORM SEWER)

UC-28 (GAS)

UC-29 (STORM SEWER)

2-4 DUCT BANK

UC-31 (POWER)

NOTES:

1. 48"W X 60"L X 48"D POLYMER CONCRETE BOX BY QUAZITE ENCLOSURES, PRODUCT

CATALOG NUMBER PG4860BA48 OR APPROVED EQUAL.

2. 30"W X 48"L X 24"D POLYMER CONCRETE BOX BY QUAZITE ENCLOSURES, PRODUCT

CATALOG NUMBER PD3048BA24 OR APPROVED EQUAL.

3. COVER LIDS SHALL BE LOCKABLE AND HAVE "COMMUNICATIONS" LOGO

4. ALL 6-WAY AND 8-WAY DUCT BANKS SHALL USE 48"W X 60"L X 48"D PULL BOXES.

5. ALL 2-WAY AND 4-WAY DUCT BANKS SHALL USE 30"W X 48"L X 24"D PULL BOXES.

" M

IN

NOTES:

1. IF 24" OF COVER ABOVE THE DUCT BANK CANNOT BE MAINTAINED WHILE CROSSING OVER AN EXISTING

UTILITY, THE DUCT BANK MUST BE ROUTED UNDER THE EXISTING UTILITY.

2. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN DUCT BANK AND ALL UTILITY CROSSINGS.

GRADE

AS REQUIRED TO ENSURE

SMOOTH RADIUS BENDS

AS REQUIRED TO ENSURE

SMOOTH RADIUS BENDS

CONCRETE ENCASED DUCT BANK

4" DUCT WITH 3 INNER DUCTS,

SEE DETAIL 1/C501 & 2/C501

" C

OV

ER

MI

NI

MU

M

" O

R

.5" (S

EE

P

LA

NS

GRADE

EXISTING UTILITY,

FIELD VERIFY DEPTH

" C

OV

ER

MI

NI

MU

M

STRAW FIBER 6"-7" DIA.

WATTLE ENCLOSED IN PLASTIC

OR POLYESTER NETTING

INLET STRUCTURE

SURROUND INLET WITH

STRAW WATTLE

12" SCARIFIED AND COMPACTED

SUBGRADE TO 98% STANDARD

PROCTOR DENSITY

MA

TC

H

EX

IS

TI

NG

CONCRETE

CONCRETE

MATCH EXISTING GRADE OF

ADJOINING PAVEMENT

2" X 2" WOOD STAKE (TYP.), DRIVEN INTO

GROUND A MINIMUM OF 16", SPACED 3' O.C.

WHERE STAKING IS NOT PRACTICAL USE A

WEIGHTED CORE WATTLE OR SECURE

WATTLE WITH SANDBAGS EVERY 6' FOOT.

4" DUCT WITH (3) 1.5" Ø

PRE-INSTALLED INNER

DUCTS WITH PULL ROPES

18"

" C

OV

ER

MI

NI

MU

M

6.2 5"

7.5

4.2 5"

5.5" 7.5" 5.5"

METALLIC WARNING TAPE,

LOCATE 6" ABOVE DUCT BANK

COMPACTED BACKFILL

FINISHED PAVEMENT SCENARIOFINISHED GRADE /

GRASS AREA SCENARIO

4" DUCT WITH (3) 1.5" Ø

PRE-INSTALLED INNER

DUCTS WITH PULL ROPES

18"

" C

OV

ER

MI

NI

MU

M

5.5" 7.5" 5.5"

METALLIC WARNING TAPE,

LOCATE 6" ABOVE DUCT BANK

COMPACTED BACKFILL

FINISHED PAVEMENT SCENARIOFINISHED GRADE /

GRASS AREA SCENARIO

6.2 5"

6.2 5"

.5"

CONCRETECONCRETE

NOTES:

1. DUCTS SHALL BE SCHEDULE 40 PVC.

2-WAY 4" DUCT BANK

4-WAY 4" DUCT BANK

4" DUCT WITH (3) 1.5" Ø

PRE-INSTALLED INNER

DUCTS WITH PULL ROPES

26"

" C

OV

ER

MI

NI

MU

M

6.2 5"

7.5

4.2 5"

5.5" 7.5" 7.5"

METALLIC WARNING TAPE,

LOCATE 6" ABOVE DUCT BANK

COMPACTED BACKFILL

FINISHED PAVEMENT SCENARIOFINISHED GRADE /

GRASS AREA SCENARIO

CONCRETE

6-WAY 4" DUCT BANK

5.5"

4" DUCT WITH (3) 1.5" Ø

PRE-INSTALLED INNER

DUCTS WITH PULL ROPES

33.5"

" C

OV

ER

MI

NI

MU

M

6.2 5"

7.5

4.2 5"

5.5" 7.5" 7.5"

METALLIC WARNING TAPE,

LOCATE 6" ABOVE DUCT BANK

COMPACTED BACKFILL

FINISHED PAVEMENT SCENARIOFINISHED GRADE /

GRASS AREA SCENARIO

CONCRETE

8-WAY 4" DUCT BANK

7.5" 5.5"

TYPICAL POLYMER CONCRETE PULL

BOX WITH LOCKABLE COVER LID

COMMUNICATIONS

LID SHALL HAVE "COMMUNICATIONS" LOGO

SOD SHALL BE SET 1"

BELOW ADJOINING

SIDEWALKS & STREETS

SOD

5'-0" 5'-0"TRENCH WIDTH

DUCT BANK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 3a to n

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\0

-1

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\4 -0

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.d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SITE DETAILS

CS501

Revisions: Date:

CIVIL GENERAL NOTES:

1. THE DESIGN SHOWN IS BASED ON THE ENGINEER'S UNDERSTANDING OF THE

EXISTING SITE CONDITIONS WITHIN THE PROJECT BOUNDARY.

2. THE SCOPE OF WORK SHOWN ON THE CIVIL PLANS SHALL BE PERFORMED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE DETAILED CONTRACT

DOCUMENTS AND APPLICABLE OSHA REGULATIONS.

3. ALL EXCAVATIONS SHALL COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR,

PART 1926, SUBPART P, "EXCAVATIONS AND TRENCHES" AND OTHER

APPLICABLE CODES.

4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF

EXISTING STRUCTURES & UTILITIES SHOWN ON THESE PLANS HAVE BEEN

DETERMINED FROM THE BEST INFORMATION AVAILABLE AND THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. REPORT ANY

DISCREPANCIES BETWEEN FIELD CONDITIONS AND SURVEY/RECORD PLANS TO

THE ENGINEER.

5. PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, THE CONTRACTOR

SHALL CONTACT THE LOCAL UTILITY MARKING AUTHORITY (ONE CALL SERVICE)

AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE

REMOVAL AND/OR RELOCATION OF THE AFFECTED UTILITIES. THE

CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY ANY FEES

WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES.

6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO THE

START OF LAND DISTURBING ACTIVITIES AS NEEDED.

7. USE TEMPORARY CONSTRUCTION FENCING AS NECESSARY TO SECURE THE

PROJECT SITE FOR PROTECTION OF PERSONS AND PROPERTY.

8. MAINTAIN FIRE ACCESS WITHIN 150 FEET OF DESIGNATED EXTERIOR AREAS OF

BUILDINGS FOR THE DURATION OF CONSTRUCTION.

9. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL OBTAIN THE

NECESSARY PERMITS REQUIRED BY LOCAL, STATE AND FEDERAL AGENCIES

PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR ANY ASSOCIATED FEES.

10. WORK LOCATED ON OR BLOCKING A PUBLIC RIGHT-OF-WAY SHALL CONFORM

TO APPLICABLE REQUIREMENTS OF THE LOCAL PUBLIC WORKS DEPARTMENT

AND/OR STATE DEPARTMENT OF TRANSPORTATION. WORK BLOCKING AN

ADJACENT PRIVATE DRIVEWAY SHALL BE SUBJECT TO THE APPROVAL OF THE

OWNER.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING

VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS

BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO

CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. COST SHALL BE

CONSIDERED INCIDENTAL TO THE PROJECT. BARRICADES SHALL CONFORM TO

THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD).

12. ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL ELEMENTS

SHOWN ON THE CIVIL PLANS ARE FOR REFERENCE ONLY. REFER TO THE

APPROPRIATE DISCIPLINE DRAWINGS FOR CONSTRUCTION DETAILS OF THESE

ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING ALL

REQUIRED EMBEDDED ITEMS AND OPENINGS WHETHER OR NOT SHOWN ON

THE CIVIL DRAWINGS.

13. DEBRIS AND REFUSE RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE

HAULED OFF-SITE AND DISPOSED OF PROPERLY AT THE CONTRACTOR'S

EXPENSE.

14. ALL TURF AREAS REMOVED FOR DUCT BANK INSTALLATION AND ALL

TURF DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH

FRESH SOD.

15. FILL UNDER PAVEMENT SHALL BE COMPACTED TO 98% OF THE

MATERIALS STANDARD PROCTOR MAXIMUM DRY DENSITY.

16. FILL UNDER NON-PAVEMENT AREAS SHALL BE COMPACTED TO 95% OF

THE MATERIALS STANDARD PROCTOR MAXIMUM DRY DENSITY.

17. MOISTURE CONTENT WITH THE RANGE OF -2 TO +3 PERCENT OF THE

OPTIMUM MOISTURE CONTENT VALUE AS DETERMINED BY THE STANDARD

PROCTOR TEST AT THE TIME OF PLACEMENT AND COMPACTION.

18. ANY PART OF THE LAWN IRRIGATION SYSTEM DAMAGED DURING

CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.

19. A DIAMOND EDGE SAW BLADE SHALL BE USED FOR CUTTING PAVEMENT

MARKED FOR REMOVAL. LIMIT PAVEMENT REMOVAL TO ONLY THOSE AREAS

WHERE IT IS REQUIRED. SAWCUT EXISTING PAVEMENT WHICH ABUTS NEW

PAVEMENTS TO PROVIDE A STRAIGHT VERTICAL EDGE.

20. REPAIR DAMAGE TO ANY EXISTING FEATURES NOT INTENDED FOR REMOVAL

INCURRED DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO,

DAMAGE CAUSED BY SUBCONTRACTORS. REPAIRS SHALL EQUAL OR EXCEED

THE QUALITY OF EXISTING CONDITIONS.

1. MATCH EXISTING PAVEMENT GRADES AT TIE-IN POINTS AND CUT

CONTRACTION JOINTS AT EXISTING JOINT LOCATIONS WHERE

APPLICABLE.

2. A DIAMOND EDGE SAW BLADE SHALL BE USED FOR ALL REQUIRED

CONTRACTION AND LONGITUDINAL PAVEMENT JOINTS. ALL SAW CUTS

REQUIRED SHALL BE SUBSIDIARY TO ITEMS FOR WHICH DIRECT PAYMENT

IS MADE.

3. CONTRACTION JOINTS SHALL BE CUT TO A MINIMUM OF 14 OF THE SLAB

THICKNESS (15 OF THE THICKNESS FOR EARLY ENTRY SAW METHOD).

4. JOINTS SHALL BE SPACED NO MORE THAN 24 X THE SLAB THICKNESS.

5. JOINTS SHALL BE CUT AS SOON AS PRACTICAL AFTER THE CONCRETE HAS

SET SUFFICIENTLY TO SUPPORT FOOT TRAFFIC, AND MUST BE CUT

BEFORE ANY SHRINKAGE CRACKS FORM.

6. SAW CONCRETE CONSTRUCTION JOINTS, CLEAN THEM OF DEBRIS, BLOW

THEM DRY AND IMMEDIATELY SEAL WITH JOINT SEALANT. CONTINUE

JOINTS THROUGH THE CURB.

7. PANELS SHOULD BE KEPT AS SQUARE AS POSSIBLE.

8. FOR LOAD TRANSFER ACROSS CONSTRUCTION JOINTS, USE #3 BARS AT

24" EACH WAY, OR AS INDICATED ON PLANS.

9. WHEN TYING TO EXISTING PAVEMENT USE #3 BARS AT 24" EACH WAY, OR

AS INDICATED ON PLANS, TO REINFORCE JOINTS. DRILL EXISTING

CONCRETE PAVEMENT AND GROUT IN PLACE WITH NON-SHRINK GROUT.

EPOXY COATED TIES BARS SHALL BE USED.

10. REINFORCE ODD SHAPED PAVING PANELS WITH #3 BARS AT 24" EACH WAY,

OR AS INDICATED ON PLANS. AN ODD SHAPED PANEL IS CONSIDERED TO

BE ONE IN WHICH THE SLAB TAPERS TO A SHARP ANGLE WHEN THE

LENGTH TO WIDTH RATIO EXCEEDS 3 TO 1 OR WHEN A SLAB IS NEITHER

SQUARE NOR RECTANGULAR.

11. JOINTS SHALL BE LAID OUT TO MEET INLETS, DRAINAGE STRUCTURES,

REENTRANT CORNERS, AND RADII. JOINTS SHALL BE PERPENDICULAR TO

EDGES AND RADII AND SHOULD NOT FORM ANGLES LESS THAN 45° OR

OVER 225°. ISOLATION JOINTS SHOULD BE PROVIDED AROUND ANY

STRUCTURES.

12. ANY PAVEMENT PANEL THAT HAS A CRACK WILL NOT BE ACCEPTED AND

SHALL BE REPLACED AT NO COST TO THE OWNER.

13. PROVIDE WHITE 4-INCH WIDE PAVEMENT STRIPING AS INDICATED IN PLAN.

14. ALL CONCRETE PAVEMENT SHALL BE NDOT CLASS 47B - 3500.

PAVING NOTES:

PULL BOX "D"PULL BOX "E"

DUCT BANKTO BLDG 8

TO BLDG 2, 9, & D

PULL BOX "F"

DUCT BANK

BLDG 8

TO EQUIPMENT ROOM IN BASEMENT

REMOVE & REPLACE SIDEWALK DUCT BANK

PULL BOX "G"

PULL BOX "E"TO BLDG 8

TO BLDG 2, 9, & D

TO BLDG 1

REMOVE & REPLACE SIDEWALK

DUCT BANK

PULL BOX "G"

PULL BOX "H"

TO BLDG D

TO BLDG 2 & 9

PULL BOX "I"

BLDG D

TO RM 109

DUCT BANK

PULL BOX "J"

DUCT BANKREMOVE AND REPLACE

PAVEMENT AND CURB &

GUTTER, REPLACE WITH

CONCRETE

TO RM B04

BLDG 9

REMOVE & REPLACE WITH CONCRETE

10'

10'

PULL BOX "M"

DUCT BANK

BLDG 9

TO RM B02

REMOVE AND REPLACE

PAVEMENT AND CURB & GUTTERREMOVE AND REPLACE PAVEMENT

AND CURB & GUTTER, REPLACE

WITH CONCRETE

REMOVE & REPLACE PAVEMENT INLET PROTECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

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\4 -0

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W or ki ng

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\S he et s\

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EH

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M -S

IT

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PH

O

TO

D

ET

AI

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.d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SITE PHOTOS

CS901

Revisions: Date:

NOTE:

SEE SHEET CS105 FOR PLAN VIEW LOCATIONS OF PHOTOS.

ND

S T

67.38'

N 10368.67 E 20268.94

N 10415.88 E 20259.63

N 10405.53 E 20186.84

2.00'

N 10467.03 E 20251.76

N 10318.78 E 20232.41

N 10337.56 E 20277.25

N 10407.43 E 20203.39

N 10543.73 E 20249.76

N 10350.65 E 20281.09

N 10380.77 E 20206.45

2.00'

123512

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

32.38'

67.38'

2.00'

6.60'

6.25'

8.25'

66.57'

158.31'2.00'

123512

331232

12301225 1215 12

881195120012051210 1215122012251230

12311230

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

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G

EN

-D

EM

O .d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

SITE DEMOLITION

CD201

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

LEGEND:

REMOVE CURB & GUTTER, CONCRETE, ASPHALT, & SIDEWALK FULL DEPTH. SURFACE

FEATURES SUCH AS PAINT STRIPING SHALL BE REMOVED ALONG WITH THE

PAVEMENT REMOVAL. UNDERGROUND UTILITIES TO REMAIN.

REMOVE ITEM AS NOTED

REMOVE LIGHT POLE

REMOVE AREA INLET

REMOVE STORM PIPE

PROTECT END OF STORM

PIPE TO REMAIN

REMOVE

HANDICAP SYMBOL

PROTECT FIRE

HYDRANT TO REMAIN

PROTECT LIGHT

POLE TO REMAIN

PROTECT LIGHT

POLE TO REMAIN

PROTECT UNDERGROUND UTILITIES

NOT MARKED FOR REMOVAL

AESCHE DRIVE

21 16

D

TUNNEL

TUNNEL

TUNNEL

TUNNEL

N 10327.05 E 21081.14

6.60'

6.25'

8.25'

66.57'

158.31'

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

32.38'

67.38'

2.00'

6.60'

6.25'

8.25'

66.57'

158.31'2.00'

123512

331232

12301225 1215 12

881195120012051210 1215122012251230

12311230

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

G

EN

-D

EM

O .d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

DEMOLITION - PARKING STALL REMEDIATION

CD202

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

LEGEND:

REMOVE SIDEWALK FULL DEPTH

REMOVE SIDEWALK

REMOVE SIDEWALK

PROTECT AREA

INLET DURING

CONSTRUCTION

PROPOSED PHYSICAL

THERAPY BUILDING DRIVEWAY

PROPOSED PHYSICAL

THERAPY BUILDING

ND

S T

C1

C2 C3

C4

C5

C6

C7

C8 C9

C10 C11

C12

.0'

.0'

.0'

IN

SI

DE

W

AL

L

30.0' 10.0'

.2'

2.0'

2.0'

2.0'

N 10337.56 E 20277.25

N 10318.78 E 20232.42

N 10407.43 E 20203.39

N 10405.53 E 20186.84

N 10543.75 E 20249.76

2.0'

55.0'

6'

3'

7.5' 7.5'

18.0' 5.0' 2'

8'

TYP

5'

TYP

55.0'

N 10350.65 E 20281.09

N 10380.77 E 20206.45

C18

5'

N 10459.74 E 20164.76

N 10521.74 E 20164.76

11.75'

.75

10.0'

.75

4'

5'

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 4a to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

G

EN

-S

IT

E

LA

YO

U

T.

dw g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

SITE LAYOUT

CS201

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

LEGEND

7" THICK CONCRETE PAVEMENT (NDOT CLASS 47B-3500) 1

C510

ADA ACCESS ISLE PAINT STRIPING 6

C510

CURB & GUTTER (TYP.)2

C510

5" THICK CONCRETE SIDEWALK 3

C510

GENERATOR

BUILDING

FFE = 1231.50

PROTECT EXISTING FIRE HYDRANT

DURING CONSTRUCTION

EXISTING PAINTED CROSSWALK, CONNECT PROPOSED

ADA ACCESS ISLE TO EXISTING CROSSWALK AS SHOWN

ADA PARKING STALL (5 EA)6

C510

CURB & GUTTER (TYP.) 2

C510

BOLLARDS WITH CHAIN GATE

FOR RESTRICTED ACCESS

C510

BOLLARDS WITH CHAIN GATE

FOR RESTRICTED ACCESS

C510

CURB RAMP 5

C510

DRAIN BASIN, SEE CG201

DRAIN BASIN, SEE CG201

INSTALL 4" THICK CONCRETE LEVEL

WITH BACK OF CURB IN THIS ISLAND

GENERATOR FUEL TANK HOLDING AREA PAD SHALL

BE ELEVATION 1230.00 AT THE CORNERS AND

SWALE TO THE INLET AS SHOWN ON CG201

SOD

INSTALL 7' TALL FENCE

AROUND FUEL TANK AREA

WITH A 4' WIDE WALK IN GATE

C511

INSTALL 3" LAYER OF CRUSHED ROCK OVER

LANDSCAPE GEOTEXTILE FABRIC BETWEEN

FENCE AND FUEL TANK PAD

NOTES:

1. ALL CIVIL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF

THE CITY OF OMAHA SPECIFICATIONS.

2. THE LOCATIONS OF AERIAL AND UNDERGROUND UTILITIES MAY NOT BE INDICATED IN THESE

PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT, WILL BE LOCATED AND

FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE

PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN

LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES.

AESCHE DRIVE

21 16

D

TUNNEL

TUNNEL

TUNNEL

TUNNEL

C13

C14

C15

C16

C17

.0'

2.0

6.0

45.0'

N 10304.46 E 21133.24

N 10335.46 E 21092.74

N 10404.53 E 21000.97

N 10457.18 E 20861.80

.0'

2.0

6.0

9.0'TYP.

9.0'TYP.

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 4a to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

G

EN

-S

IT

E

LA

YO

U

T.

dw g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

SITE LAYOUT - PARKING STALL REMEDIATION

CS202

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

LEGEND

7" THICK CONCRETE PAVEMENT (NDOT CLASS 47B-3500) 1

C510

4" THICK CONCRETE SIDEWALK 3

C510

9' X 18' PARKING STALL

WITH WHEEL STOP (15 EA)

C510

9' X 18' PARKING STALL

WITH WHEEL STOP (5 EA)

C510

SIDEWALK3

C510

SIDEWALK3

C510

PROTECT EXISTING AREA INLET

DURING CONSTRUCTION, ADJUST

RIM TO GRADE, SEE CG202

TIE BACK INTO

EXISTING SIDEWALK

TIE BACK INTO

EXISTING SIDEWALK

TIE BACK INTO

EXISTING SIDEWALK

TIE BACK INTO

EXISTING SIDEWALK

SOD

ND

S T

-3.20%

-3.

-2.96%

1231.77 P

1232.15 P

1232.75 P

1229.76 P*

1232.15 P*

1232.60 P*

1231.46 P*

1233.97 P*

1234.33 TC

1233.48 P*

1233.41 P

1233.69 TC

1233.30 P

1234.33 P*

1234.20 TC

1231.50 S

1231.42 TC

1231.35 TC

1231.72 TC

1233.32 TC

1234.17 TC

1231.50 S

1230.50 P

1231.47 TC

1232.26 TC

1231.97 TC

1232.68 TC

1231.47 TC

1231.35 TC

1233.30 TC

1233.87 TC

1234.82 TC

1233.72 P*

1234.15 TC

1234.14 TC

1233.65 P*

1234.05 TC

1233.90 TC

1233.51 P*

-1 .99

-1.90%1231.86 P*

30 12

1231.41 S

1231.14 G

1232.38 S 1233.48 S

1231.24 G

1229.81 G

1231.32 P*

1230.93 P*

1231.24 S

1230.75 S

1230.80 S

1231.29 S

1231.50 S

1231.50 S

1231.45 S

1231.45 S

1230.00 G

1230.00 G

1229.95 P

1229.75 P

1230.00 P

1230.00 P

1230.00 P

1230.00 P

1231.04 G

1231.33 S

1231.27 S

1231.19 S

1231.13 S

1231.44 S

1231.37 TC

1231.50 S

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 5a to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

G

EN

-G R

AD

IN

G .d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

SITE GRADING

CG201

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

PAVEMENT GRADE

BREAK LINE

GENERATOR

BUILDING

FFE = 1231.50

GENERATOR FUEL TANK HOLDING AREA PAD SHALL BE ELEVATION

1230.00 AT THE CORNERS AND SWALE TO THE INLET AS SHOWN

1230.00 P* PAVEMENT FIELD VERIFY

LEGEND

SPOT ELEVATIONS:

1230.00 P PAVEMENT

1230.00 S* SIDEWALK FIELD VERIFY

1230.00 S SIDEWALK

1230.00 G GROUND

1230.00 TC TOP OF CURB

PROPOSED CONTOUR

EXISTING CONTOUR

AESCHE DRIVE

21 16

D

121012

TUNNEL

TUNNEL

TUNNEL

TUNNEL

1216.66 S*

1216.72 S*

1222.50 S*

1222.71 S*

1210.95 S*

1210.90 S*

1212.68 S*

1212.68 S*

1222.09 P*

1216.63 P*

1216.85 P

1216.87 S

1222.17 P

1222.18 S

1218.65 P

1218.69 S

1218.50 P*

1216.50 G

1212.14 S

1210.94 S

1212.09 P

1210.90 P

1210.68 P*

1211.94 P*

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

G

EN

-G R

AD

IN

G .d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

SITE GRADING - PARKING STALL

REMEDIATION

CG202

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

1230.00 P* PAVEMENT FIELD VERIFY

LEGEND

SPOT ELEVATIONS:

1230.00 P PAVEMENT

1230.00 S* SIDEWALK FIELD VERIFY

1230.00 S SIDEWALK

1230.00 G GROUND

1230.00 TC TOP OF CURB

PROPOSED CONTOUR

PROPOSED CONTOUR

ADJUST AREA INLET RIM

ELEVATION TO GRADE

ND

S T

C511 DB-1 36" DRAIN BASIN W/ SOLID LID

RIM = 1229.80

EXISTING 12" (S) FL=1223.67

6" (N) FL=1223.89

10" (NE) FL=1225.02

DB-2 36" DRAIN BASIN

W/ GRATED LID

RIM = 1230.50

10" (SW) FL=1227.50

C511

DB-3 36" DRAIN BASIN

W/ GRATED LID

RIM = 1229.75

6" (SW) FL=1225.75

C511

93 LF OF 6" PVC PIPE @ 2.0%

62 LF OF 10" PVC

PIPE @ 4.0%

5.0

7.5' 7.5'

INSTALL POINT SOURCE DRAIN

PROTECTION SYSTEM BY Imbiber Beads, Imbiber Beads.com / info@ImbiberBeads.com

/ 1 (888) 843-2323 OR APPROVED EQUAL

INSTALL POINT SOURCE DRAIN

PROTECTION SYSTEM BY Imbiber Beads, Imbiber Beads.com / info@ImbiberBeads.com

/ 1 (888) 843-2323 OR APPROVED EQUAL

INSTALL X" x 4" TAPPING VALVE & SLEEVE, WITH A 4" GATE VALVE WEST. CONTRACTOR

TO VERIFY "X" SIZE OF EXISTING WATER

LINE BEFORE TAP IS MADE

31.6' LF OF 4" CLASS 52

DUCTILE IRON PIPE

SEE MECHANICAL/

PLUMBING FOR

CONTINUATION

INTO BUILDING

AMBULATORY CARE CENTER

GROUND LEVEL FFE = 1218.50

LEVEL 1 FFE = 1234.50

DETENTION

BASIN

EXISTING HOSPITAL

FFE = 1234.50

NIMITZ DRIVE

PULLER DRIVE

W

AESCHE DRIVE

HOUSE

21 16

D

CUP FFE =

1205.00

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

TUNNEL

ND

S T

ND

S T

ND

S T

CENTER ST

CENTER STCENTER ST

FUTURE PHYSICAL

THERAPY BUILDING

FFE = 1212.38

C511 DB-1 36" DRAIN BASIN W/ SOLID LID

RIM = 1229.80

EXISTING 12" (S) FL=1223.67

6" (N) FL=1223.89

10" (NE) FL=1225.02

DB-2 36" DRAIN BASIN

W/ GRATED LID

RIM = 1230.50

10" (SW) FL=1227.50

C511

DB-3 36" DRAIN BASIN

W/ GRATED LID

RIM = 1229.75

6" (SW) FL=1225.75

C511

93 LF OF 6" PVC PIPE @ 2.0%

62 LF OF 10" PVC

PIPE @ 4.0%

5.0

7.5' 7.5'

INSTALL POINT SOURCE DRAIN

PROTECTION SYSTEM BY Imbiber Beads, Imbiber Beads.com / info@ImbiberBeads.com

/ 1 (888) 843-2323 OR APPROVED EQUAL

INSTALL POINT SOURCE DRAIN

PROTECTION SYSTEM BY Imbiber Beads, Imbiber Beads.com / info@ImbiberBeads.com

/ 1 (888) 843-2323 OR APPROVED EQUAL

INSTALL X" x 4" TAPPING VALVE & SLEEVE, WITH A 4" GATE VALVE WEST. CONTRACTOR

TO VERIFY "X" SIZE OF EXISTING WATER

LINE BEFORE TAP IS MADE

31.6' LF OF 4" CLASS 52

DUCTILE IRON PIPE

SEE MECHANICAL/

PLUMBING FOR

CONTINUATION

INTO BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

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2' 1'

4' 0'

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: 1 /4"

1'

-0

2' 4'

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1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

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4'

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: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

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8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

N

SITE UTILITIES

CU201

Revisions: Date:

OVERALL SITE PLAN

PROPOSED

GENERATOR

BUILDING

LOCATION

10'

SCALE: 1"=20'-0"

0 10' 20'

PROPOSED

PARKING STALL

REMEDIATION

GENERATOR

BUILDING

FFE = 1231.50

GENERATOR FUEL TANK HOLDING

AREA PAD FFE = 1230.00

2'-0"

T" 6"4"R

1'-0"

4"

1/4

SLOPE GUTTER TO MATCH

ADJOINING PAVEMENT

8-7/16"R

CONCRETE PAVEMENT, SEE PLANS

12" COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY

AT A MOISTURE CONTENT BETWEEN -3 AND +3% OF OPTIMUM,

(ASTM D698, STANDARD PROCTOR)

SE

E

PL

AN

S

NOTE:

1. SUBGRADE PREPARATION SHOULD EXTEND A MINIMUM OF 2 FEET

LATERALLY BEYOND THE EDGE OF THE PAVEMENT.

2'-0"

T" 6"

4"R

1'-0"

4"

1/4

EXISTING PAVEMENT

SLOPE GUTTER TO MATCH

ADJOINING PAVEMENT

8-7/16"R

INTEGRAL

2' CURB & GUTTER

3'- 0"

GRADE

CONCRETE ENCASEMENT

TYP. ALL INSTALLATIONS 2'-

6" 6"

1'-6"

4" STEEL PIPE SCH 40,

FILL WITH CONCRETE

PAINT POST SAFETY YELLOW

NOTES:

1. PAINT COLOR BY SURFACES:

PVMT. SURFACE PAINT COLOR

CONCRETE BLUE-HANDICAP STALLS/WHITE-STANDARD STALLS / YELLOW-ACCESS ISLE

ASPHALT BLUE-HANDICAP STALLS/WHITE-STANDARD STALLS / YELLOW-ACCESS ISLE

2. PAINT SHALL CONFORM TO FEDERAL SPECIFICATION TT-P-115 (2 COATS).

3. UNDER NO CIRCUMSTANCES SHALL FACE OF CURB BE PAINT STRIPED.

4. ADA PARKING STALLS SHALL CONFORM TO ALL ADA STANDARDS.

5. SEE SITE PLANS FOR PARKING STALL LAYOUT.

2' O.C.

4" TYP.

C510

2'-2"4'-8"2'-2"

HANDICAP PARKING SIGN TYP.

4" WIDE WHITE STRIPE

AS REQUIRED (SOLID

FILL-OUTLINE SHOWN) 18

'-0

" M

IN

PLAN VIEW STANDARD PARKING STALL

5'-0"

ACCESS AISLE

9'-0"9'-0" - ADA ACCESSIBLE

3'- 0"

PLAN VIEW ADA ACCESSIBLE

PARKING STALL W/ ACCESS ISLE

WELDED ON D-RINGS FOR

CABLE OR CHAIN ATTACHMENT

WHEEL STOP

C510

4" TYP.

1/4"R

JOINT SEALER (TYP)-BITUMINOUS

HOT POURED JOINT SEALANT, USE CLOSED

CELL CROSS

LINKED POLYETHYLENE BACKER

1/4"R

1/4"R

JOINT SEALER

NON-BITUMINOUS JOINT FILLER

4"

1/2"

1/2

4"

1/2"

1/2

3/8"

1/8" 4"

1"

MAXIMUM SPACING 45'-0". USE AT ABUTTING BUILDINGS, CURBS, WALLS, AND OTHER STRUCTURES

USE ONLY WHERE CONTRACTION JOINTS WOULD OCCUR

SPACING: 4'-0" WALK - 4'-0" C/C

6'-0" WALK - 6'-0" C/C

10'-0" WALK - 10'-0" C/C

NOTES:

1. JOINT DETAILS PROVIDED FOR REFERENCE ONLY.

2. CONTRACTOR SHALL PROVIDE THE JOINTING PATTERN AND SUBMIT

AS A SHOP DRAWING FOR APPROVAL PRIOR TO PAVING ACTIVITIES.

COMPACTED SUBGRADE

SEE NOTE 2

4" CONCRETE WALK

6" SEE PLANS 6"

6'

MI

N.

NOTES:

1. DETECTABLE WARNING DOMES.

2. DO NOT IMPEDE GUTTER FLOW LINE.

3/8" NON-BITUMINOUS EXPANSION

JOINT AND SEALER

MAX. SLOPE 8.33%

RAMP

TAPER CURB TO 0" TAPER CURB TO 0"

DOME SECTION

0.9"

0.2

0.4"

2.35" (TYP)

2.3 5"

(T

YP

2.35"(TYP)

2.35"(TYP)

NOTE 1

6' MIN.

BACK OF CURB

4"6"

NON-SHRINK GROUT

3:1 SAND AND CEMENT

GROUT 1" DEPTH

9"

6'-0"

" M

IN

8" MIN

6"

2.5"

4"

#3 BARS (2)

#6 BARS (2)

13/16" DIAMETER HOLES

2" CLR (TYP.)

10" MAX.

NOTES:

1. INSTALL WHEELSTOPS IN PARKING STALLS THAT ABUT 0" CURBS.

12"

FINISHED GRADE

"VAN ACCESSIBLE" SIGN. SIGN TO

COMPLY WITH ADA AND MUTCD

REQUIREMENTS. DO NOT INSTALL

VAN ACCESSIBLE SIGN IN NON VAN

ACCESSIBLE SPACES.

HANDICAPPED ACCESSIBLE SIGN.

SIGN TO COMPLY WITH ADA AND

MUTCD REQUIREMENTS

5'- 0"

T

YP

1'

-0

5'- 0"

12"

3/8 " DIA. HOLES

CONCRETE

4"

MOUNT SIGN SECURELY TO POST.

SIGN SHALL FACE PARKING SPACE.

SLOPE

CONCRETE

TO DRAIN

2"X2" - 11 GAUGE

SQUARE SIGN POST

1"

6" MAX.

6"

C510

HANDICAP PARKING SIGN TYP.

WHEEL STOP

C510

1.5

1.5

4"ACCESS ISLE, SEE SITE LAYOUT

2' O.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

AAH JTG

Revisions: Date:

ISSUED FOR BID

FULLY SPRINKLERED

636 - OMAHA VA MEDICAL CENTER

MAY 15, 2023

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

A/E:Consultant:

Office of Construction and Facilities Management Sprinklered

Gr ap hi c S ca le

: 1 1/

2"

1' -0

1' 6"

0' 3'

Gr ap hi c S ca le

: 1

1' -0

1' 2'

6" 0'

Gr ap hi c S ca le

: 3 /4"

1'

-0

1' 2'

6" 0'

Gr ap hi c S ca le

: 1 /2"

1'

-0

2' 4'

1' 0'

Gr ap hi c S ca le

: 3 /8"

1'

-0

2' 1'

4' 0'

Gr ap hi c S ca le

: 1 /4"

1'

-0

2' 4'

8' 0'

Gr ap hi c S ca le

: 3 /32

1'

-0

4' 8'

0'

Gr ap hi c S ca le

: 1 /8"

1'

-0

0' 8'

4'

Gr ap hi c S ca le

: 1 /16

1'

-0

8' 0'

Gr ap hi c S ca le

: 3 /16

1'

-0

4' 2'

8' 0'

OMAHA EHRM INFRASTRUCTURE

UPGRADE DESIGN

636-21-704

M ay

1,

- 9

:4 6a to n

P :\0

\0

-1

-0

\4 -0

-P ro du ct io n-

W or ki ng

\4 -1

-B

IM

-C

AD

\C

AD

\S he et s\

-C iv il\

G

EN

-D

ET

AI

LS

.d w g

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

(GENERATOR BUILDING)

DETAILS

C510 Revisions: Date:

1 - 12" - 30" FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE

IRON PER ASTM A536 GRADE 70-50-05.

2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.

3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO

DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING

NO. 7001-110-012.

5 - ALL CURB INLET GRATE OPTIONS (STANDARD & DIAGONAL) SHALL MEET

H-20 LOAD RATING.

(2) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN ON 12" - 24", 10" MIN ON 30"

BASED ON MANUFACTURING REQ.)

4" MIN ON 12" - 24"

6" MIN ON 30"

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(2) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

18" MIN WIDTH GUIDELINE

6" MIN THICKNESS GUIDELINE

(1) INTEGRATED DUCTILE IRON

BASE PLATE TO MATCH BASIN O.D.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

CONCRETE CURB & GUTTER

(1) DUCTILE IRON

FRAME, GRATE, & HOOD

12" - 36"

(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE

PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED

TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC

LOADING, & OTHER APPLICABLE DESIGN FACTORS.

(4) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

18" MIN WIDTH GUIDELINE

6" MIN

THICKNESS

GUIDELINE

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATED LID TO MATCH

BASIN O.D.

6" MIN

THICKNESS

GUIDELINE

(1, 2) INTEGRATED DUCTILE IRON

FRAME & SOLID COVER TO MATCH

BASIN O.D.

18" MIN WIDTH GUIDELINE

NOTES:

1. FENCE SHALL ADHERE TO THE REQUIREMENTS SET IN THE UNIFIED FACILITY CRITERIA (UFC) 4-022-03.

2. REFER TO UFC 4-022-03 APPENDIX C DRAWING NUMBERS UFC-700 AND UFC-702 FOR FENCING AND GATE DETAILS.

LOCKABLE GATE LATCH

REQUIRED, CARD ACCESS

IS NOT REQUIRED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

Fi le P at h U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/E…