589A6-21-700.LEHRM.ASI-001.SITE.20220418.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

STAMP

B

IM

/5

A -2

-7

E

H R

M I n fr a s tr u c tu re U p g ra d e a t L e a v e n w o rt h K

S V

A M

C /5

A

-2

-7

.L

E H

R M

.S

IT

E .M

E P

.r v t

/1

/2

:5

:3

A

M

G-001

DRAWING INDEX 589A6-21-700

SITE

01/19/2022 M. PERKINS K.Hutchinson

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS 66048

- DRAWING INDEX -

SHEET

NUMBER SHEET NAME

INCLUDED IN

FINAL BID

DOCUMENTS

ISSUED FOR

CONSTRUCTION

GENERAL

G-000 COVER SHEET Yes Yes

G-001 DRAWING INDEX Yes Yes

G-010 GENERAL PROJECT NOTES Yes Yes

G-011 GENERAL INFECTION CONTROL NOTES AND SYMBOLS Yes Yes

G-012 GENERAL NOTES AND ABBREVIATIONS Yes Yes

ELECTRICAL

ES100 ELECTRICAL SITE PLAN - OVERALL Yes Yes

90ES100 ELECTRICAL ENLARGED SITE PLAN - B88/89/90/91 Yes Yes

TELECOMMUNICATION

VF101 SITE SURVEY PLAN - OVERALL Yes Yes

TN100 TELECOMMUNICATION NETWORK SITE PLAN Yes Yes

T-501 TELECOMMUNICATION DETAILS Yes Yes

T-601 TELECOMMUNICATION SITE DIAGRAM Yes Yes

Grand total: 11

Revisions: Date:

/19

/20

1/19/2022

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

P B

P B

P B

P B

P B

P B

S. ROW

LAND ROAD

KANSAS HIGHWAY 5

ENTRANCE DRIVE

R

IV

E R

V

IE

W A

V E

LAKESIDE DRIVE

N R

O W

L A

N D

R O

A D

B

AC

K S

TR

E

ET

F R

A N

K L

IN

A V

E N

U E

RIVERVIEW AVE

W A

T E

R S

T R

E E

T

HILLSIDE DRIVE

BLDG 54

BLDG 160

BLDG

BLDG 42

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

T17

T37

BLDG 14

T25

T16

90ES100

F3

T5

T1

BLDG 07

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES

KEYNOTES

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

STAMP

B

IM

/5

A -2

-7

E

H R

M I n fr a s tr u c tu re U p g ra d e a t L e a v e n w o rt h K

S V

A M

C /5

A

-2

-7

.L

E H

R M

.S

IT

E .M

E P

.r v t

/1

/2

:5

:4

P

M

ES100

ELECTRICAL SITE PLAN - OVERALL 589A6-21-700

SITE

01/19/2022 M. Perkins K.Hutchinson

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS 66048

SCALE: 1" = 200'-0"

F4

ELECTRICAL SITE PLAN

A. EXTERIOR ELECTRICAL EQUIPMENT ENCLOSURE

BASIS OF DESIGN SHALL BE PER SPECIFICATION

SECTION 26 05 91. THIS SHALL BE A DELEGATED

DESIGN SOLUTION SUBMITTED DURING THE SHOP

SUBMITTAL REVIEW PHASE OF CONSTRUCTION.

DUE TO THE ACTIVE NATURE OF THIS STATION,

CONTRACTOR TO ENSURE POC IS AVAILABLE AT

THE TIME OF SHOP/COORDINATION DRAWING

SUBMISSION.

B. EXISTING PANELS HAD CAPACITY AT THE TIME OF

DESIGN SURVEY. SINCE THIS IS AN ACTIVE

FACILITY, THE SCOPE REQUIRES THE CONTRACTOR

TO (1) PROVIDE 30-DAY LOAD MEASUREMENTS, (2)

VERIFY PROPOSED BREAKER LOCATIONS AND (3)

PREPARE OVERCURRENT PROTECTIVE DEVICE

COORDINATION STUDY PER 26 05 73 FOR EACH

BUILDING. LOAD TESTS, BREAKER

LOCATIONS/TYPE/RATING AND COORDINATION

STUDIES, COORDINATION DRAWINGS SHALL BE

SUBMITTED FOR APPROVAL PRIOR TO

INSTALLATION.

NOT TO SCALE

B1

INTEGRATED POWER ASSEMBLY BASIS OF DESIGN

NOT TO SCALE

D1

POWER ASSEMBLY EXTERIOR

NOT TO SCALE

F1

POWER ASSEMBLY

NOT TO SCALE

D3

TECHNICAL DATA

Revisions: Date:

ASI-001 04/18/22

1. CONTRACTOR TO PROVIDE NEW 4" CONDUIT AND

FEEDERS FROM EXISTING PANEL IN B07 TO NEW

PANEL IN B21, COORDINATE ROUTING WITH

EXISTING AND NEW CONDITIONS. SEE B21

ELECTRICAL SHEETS FOR ADDITIONAL

INFORMATION.

2. CONTRACTOR TO TRENCH AND REPLACE EXISTING

LANDSCAPE BACK TO EXISTING CONDITIONS.

COORDINATE TRENCHING WITH EXISTING AND NEW

CONDITIONS, SEE DETAIL C6, SHEET T-501 FOR

ADDITIONAL INFORMATION.

/18

/20

04/18/2022

S

S

S

S

S

D

D

D

D

D

D D

BLDG 90

BLDG 88

BLDG 91

BLDG 89

T17

T16

E X

. W A

T E

R

EX. S

TO

RM

EX. SAN. SEWER

E X

. E L E

C

E X

C

O M

M

90ES100

F1

(E) XFMR

ELEC EQUP.

ELEC EQUP.

90ES100

E1

NP-B91-01

EP-B91-01

ATS-B91-01

XFMR-B91-01

XFMR-B91-02

TYP.

150 SF

ELEC EQUP.

T16

3 46

BUILDING 91

TYP.

N P

-B

-0

E P

-B

-0

N P

-B

-0

E P

-B

-0

BUILDING 90

TYP.

150 SF

ELEC EQUP.

(E) XFMR

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES

KEYNOTES

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

STAMP

B

IM

/5

A -2

-7

E

H R

M I n fr a s tr u c tu re U p g ra d e a t L e a v e n w o rt h K

S V

A M

C /5

A

-2

-7

.L

E H

R M

.S

IT

E .M

E P

.r v t

/1

/2

:5

:4

P

M

90ES100

ELECTRICAL ENLARGED SITE PLAN - B88/89/90/91 589A6-21-700

SITE

01/19/2022 M. Perkins K.Hutchinson

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS 66048

Revisions: Date:

ASI-001 04/18/22

1. CONTRACTOR TO PROVIDE NEW 4" CONDUIT AND

FEEDERS FROM EXISTING PANELS TO NEW

EQUIPMENT WITHIN ELECTRICAL EQUIPMENT

ENCLOSURE, COORDINATE ROUTING WITH EXISTING

AND NEW CONDITIONS. SEE B90 E-600 AND E-700

SERIES SHEETS FOR ADDITIONAL INFORMATION.

2. CONTRACTOR TO PROVIDE NEW 4" CONDUIT AND

FEEDERS FROM NEW PANELS WITHIN ELECTRICAL

EQUIPMENT ENCLOSURE TO NEW PANELS WITHIN

THE TELECOMMUNICATION ROOMS, COORDINATE

ROUTING WITH EXISTING AND NEW CONDITIONS.

SEE B90 E-600 AND E-700 SERIES SHEETS FOR

ADDITIONAL INFORMATION.

3. 10'x15' ELECTRICAL EQUIPMENT ENCLOSURE.

COORDINATE EXACT LOCATION OF NEW

ELECTRICAL EQUIPMENT ENCLOSURE WITH

EXISTING AND NEW SITE CONDITIONS AND COR

PRIOR TO COMMENCING WORK.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A

PREFABRICATED DESIGN PER 26 05 91.

CONTRACTOR SHALL SUBMIT DESIGN FOR AE/COR

REVIEW AND APPROVAL, SEE ONE-LINES ON B90

E-600 SERIES SHEETS FOR EQUIPMENT REQUIRED

FOR EACH BUILDING.

5. NEW TRANSFORMER, SEE ONE-LINES ON B90 E-600

SERIES SHEETS FOR EQUIPMENT RATINGS.

6. CONSTRUCT OUTDOOR EQUIPMENT PAD PER

DETAIL F8, SHEET T-501. COORDINATE PLACEMENT

AND ANCHORING OF NEW ELECTRICAL EQUIPMENT

ENCLOSURE ON NEW EQUIPMENT PAD WITH THE

MANUFACTURER’S REQUIREMENTS.

7. CONTRACTOR TO TRENCH AND REPLACE EXISTING

LANDSCAPE BACK TO EXISTING CONDITIONS.

COORDINATE TRENCHING WITH EXISTING AND NEW

CONDITIONS, SEE DETAIL C6, SHEET T-501 FOR

ADDITIONAL INFORMATION.

8. NEW AUTOMATIC TRANSFER SWITCH, SEE ONE-LINE

ON B90 SHEET 91E-603 FOR EQUIPMENT RATINGS.

9. CONSTRUCT NEW REMOVEABLE BOLLARD PER

DETAIL F3 ON SHEET T-501, COORDINATE

PLACEMENT WITH EXISTING AND NEW CONDITIONS.

A. EXTERIOR ELECTRICAL EQUIPMENT ENCLOSURE

BASIS OF DESIGN SHALL BE PER SPECIFICATION

SECTION 26 05 91. THIS SHALL BE A DELEGATED

DESIGN SOLUTION SUBMITTED DURING THE SHOP

SUBMITTAL REVIEW PHASE OF CONSTRUCTION.

DUE TO THE ACTIVE NATURE OF THIS STATION,

CONTRACTOR TO ENSURE POC IS AVAILABLE AT

THE TIME OF SHOP/COORDINATION DRAWING

SUBMISSION.

B. EXISTING PANELS HAD CAPACITY AT THE TIME OF

DESIGN SURVEY. SINCE THIS IS AN ACTIVE

FACILITY, THE SCOPE REQUIRES THE CONTRACTOR

TO (1) PROVIDE 30-DAY LOAD MEASUREMENTS, (2)

VERIFY PROPOSED BREAKER LOCATIONS AND (3)

PREPARE OVERCURRENT PROTECTIVE DEVICE

COORDINATION STUDY PER 26 05 73 FOR EACH

BUILDING. LOAD TESTS, BREAKER

LOCATIONS/TYPE/RATING AND COORDINATION

STUDIES, COORDINATION DRAWINGS SHALL BE

SUBMITTED FOR APPROVAL PRIOR TO

INSTALLATION.

SCALE: 1" = 20'-0"

F3

ELECTRICAL ENLARGED SITE PLAN -

BUILDING 88/89/90/91

SCALE: 1" = 10'-0"

F1

ELECTRICAL EQUIPMENT

ENCLOSURE B91

SCALE: 1" = 10'-0"

E1

ELECTRICAL EQUIPMENT

ENCLOSURE B88/89/90

/18

/20

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VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - THE A/E GROUP

4625 Lindell Blvd., 2nd Floor, 2064 St. Louis, MO 63108

MAT PERKINS

314-372-0067

01/19/2022

EHRM INFRASTRUCTURE

UPGRADES

4010 4TH ST TRAFFICWAY, LEAVENWORTH, KS 66048

589A6-21-700

SITE

Revisions: Date:

SITE SURVEY PLAN

OVERALL

VF101

STRUBLEPERKINS

UGE

D

S

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

EDGE OF PAVEMENT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

LIGHT POLE / STREETLIGHT

WATER VALVE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING

TELECOMUNNICATIONS

STORM DRAIN CATCH BASIN

F1 SITE SURVEY PLAN - OVERALL

1"=120'

0120' 120' 240'60'

UNDERGROUND CABLE

PROPERTY LINE

/19

/20

1/19/2022

STAMP

4.35"/4.5" STEPPED

DUCT TERMINATOR

(16 LOCATIONS)

18 HOLE CABLE RACK

(8 LOCATIONS)

∅36"x12" GRADE RING

(2 LOCATIONS)

∅30"x10"

CAST IRON RING

∅30" HEAVY TRAFFIC

CAST IRON COVER

∅12"x4"

SUMP

PULL IRON

(4 LOCATIONS)

4'-0"x4'-0"x4'-0"

FIBER OPTIC

MANHOLE

TRAFFIC RATED

MATERIAL LIST

DESCRIPTION

WEIGHT

(LBS)

4'-0" x 4'-0" x 4'-0" BASE SECTION RACKED AND PAINTED 7,964

4'-0" x 4'-0" x 8" TOP SLAB WITH 36" OPENING 1,533

36" x 12" GRADE RINGS (2 QTY) 812

30"x10" HEAVY TRAFFIC CAST IRON FRAME 359

30" HEAVY TRAFFIC CAST IRON COVER 302

8'-1"

4'-0"

6"

6"

5'-0" 4'-0"

6"

6"

5'-0"

4'-8 1_

7"

4'-1 1_

1_

8"

24"

10"

(4) CONCRETE BRICKS

51mmx203mmx406mm (2"x8"x16")

CONDUIT(S) WITH BELL ENDS

(TYP). SIZE, QUANTITY AND

WIRING AS INDICATED ON

PLANS

CLEAN 19mm (3/4")

CRUSHED ROCK

GRADE. FEATHER & TAMP BACKFILL

TO CREATE FLUSH INSTALLATION

AND POSITIVE DRAINAGE AWAY

FROM BOX

V A

R

IE

S (1

PULLBOX (SEE SPECIFICATIONS)

LINE SIDES OF EXCAVATION

WITH 13.6 KG (30 LBS.) FELT

PAPER

(12") m m

305mm

(4) CONCRETE BRICKS

51mmx203mmx406mm (2"x8"x16")

CONDUIT(S) WITH BELL ENDS

(TYP). SIZE, QUANTITY AND

WIRING AS INDICATED ON

PLANS

CLEAN 19mm (3/4") CRUSHED

ROCK

FINISHED PAVING

V A

R

IE

S (1

PULLBOX (SEE SPECIFICATIONS)

LINE SIDES OF EXCAVATION

WITH 13.6 KG (30 LBS.) FELT

PAPER

(12") m m

305mm

PIPE

OD

12"

MIN

MAX

(TYP) 6"

2' M

IN

IM

U M

C

O V

E R

M

IN

V A

R

IE

S

AREAS WITHIN PUBLIC RIGHTS-OF WAY TRENCH BACKFILL

REQUIREMENTS ABOVE PIPE ZONE - TYPE II AGGREGATE BASE

BACKFILL COMPACTED TO 90% OF MAX DENSITY, OR CLSM

EXIST GRADE

4" MIN

BEDDING

PIPE ZONE (INCLUDING BEDDING)

PIPE SIZES 24" AND SMALLER:

TYPE II AGGREGATE BASE BACKFILL COMPACTED

TO 90% OF MAX DENSITY, OR CLSM

IN AREAS OF EXCESSIVE GROUND WATER OR POOR SUBGRADE MATERIAL,

USE DRAIN BACKFILL SECTION TO A MAXIMUM DEPTH OF 18" FOR

STABILIZATION. INSTALL AND COMPACT AS DIRECTED BY THE ENGINEER.

MATERIAL & STYLE

Polyolefin Blend

Straight Wall

2436-18

ANSI/SCTE-77, Tier 22

55.8 lbs

2436-24

ANSI/SCTE-77, Tier 22

79.2 lbs

2436-36

ANSI/SCTE-77, Tier 22

100.7 lbs

A B

2436-36 28 5/16” 39 15/16”

C

36”

HEAVY DUTY

ANSI/SCTE TIER 22

OPTIONS

Available Covers: • Duralite™, Flush Solid

• Duralite™, T-Cover Solid

• Polymer Concrete, Flush Solid

Fasteners: • Hex Head Coil Thread Bolt

• Penta Head Coil Thread Bolt

Detail: Bolt Down

Add On Options: • Logos and Special Markings

• Marking Plate

• EMS Marker

• Rack Mount / Cable Rack

• Cable Arms

• Unistrut

• Pulling Eye

• Ground Buss

• Dividers

RAW MATERIAL

SPECIFICATION

BODY : Material Property Density Tensile Strength, at break Flexural Modulus Impact Resistance

Test Method

ASTM D1505

ASTM D638

ASTM D790

ASTM D5420

Typical Value1

0.960 to 0.980, g/cm3 5,500 to 7,700 psi 400,000 to 500,000 psi

60.0 in-lb

1 The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values.

0.

C

LR

0.

0.50'

MIN

1.

2.

3.

4.

5.

6.

EQUIPMENT.

MINIMUM 12" THICK

CONCRETE SLAB ON

SUBGRADE.

#4 AT 12" O.C. EACH WAY TOP

AND BOTTOM.

TOOLED EDGE.

EXISTING GROUND

FOR SUBBASE

REQUIREMENTS, SEE PLANS.

NOTE:

COORDINATE EQUIPMENT PAD

EDGE DIMENSION AND

DIMENSION ABOVE FINISHED

FLOOR REQUIREMENTS WITH

MECHANICAL DRAWINGS.

UNDISTURBED EARTH

18"

6" SAND BED.

CONCRETE

DUCTBANK.

3"4"4"3" 3"

M

IN

#4/0 BARE CU. GROUND, FULL

LENGTH OF TRENCH

FINISHED GRADE

OR SURFACE

4" SCH 80 PVC

CONDUIT (TYP. OF 2).

YELLOW PLASTIC

WARNING TAPE. PROVIDE

LABEL "HIGH VOLTAGE"

FOR 12.5kV DUCTBANKS.

COMPACTED TO 90% RELATIVE

DENSITY. FREE FROM LARGE

ROCKS AND DEBRIS.

(COMPACTED IN 6" LAYERS).

NOTES:

1. REMOVABLE BOLLARD SHALL NOT BE CONCRETE FILLED.

2. HAND TIGHTEN BOLT & NUT USING WASHERS EACH SIDE OF STRAPS. CUT BOLT

APPROX. 1/8" FROM FACE OF NUT & PEEN EXPOSED END OF BOLT.

3. REFER TO VA STANDARD DETAIL 32 02 23-04 "CONCRETE POST BARRICADES" FOR

POST DETAILS.

BOLLARD STRAP, COORDINATE WITH COR

(AND VA STANDARD DETAIL 32 05 23-06)

2" X 1-1/2" X 1/4" BOLLARD STRAP

1/2" X 1" HEX BOLT, 2 WASHERS, NUT

3-1/2" X 1-1/2" X 1/4"

UTILITY CONCRETE PER VA

SPECIFICATIONS

BOLLARD FOOTING, COORDINATE WITH

COR (AND VA STANDARD DETAIL 32 02

23-04)

6" DIA.X3' PIPE SLEEVE

2" X 1-1/2" X 1/4" BOLLARD STRAP 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

STAMP

B

IM

/5

A -2

-7

E

H R

M I n fr a s tr u c tu re U p g ra d e a t L e a v e n w o rt h K

S V

A M

C /5

A

-2

-7

.L

E H

R M

.S

IT

E .M

E P

.r v t

/1

/2

:5

:4

P

M

T-501

TELECOMMUNICATION DETAILS 589A6-21-700

SITE

01/19/2022 M. Perkins K.Hutchinson

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS 66048

Revisions: Date:

ASI-001 04/18/22

NTS

C1

PRECAST CONCRETE FIBER OPTIC MANHOLE

NTS

B4

COMMUNICATIONS PULLBOX - UNPAVED AREAS

NTS

C4

COMMUNICATIONS PULLBOX - PAVED AREAS

NTS

C6

TRENCHING DETAIL - UNPAVED AREAS

NTS

D8

OLDCASTLE DURALITE 2436 OR APPROVED EQUAL

NTS

F8

OUTDOOR EQUIPMENT PAD

NTS

F6

PRIMARY DUCT BANK

SCALE: 12" = 1'-0"

F3

REMOVABLE BOLLARD DETAIL

/18

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