W912QR21R0008_Plans_PhaseA-0008.pdf

D

DETENTION BASIN WITH GCL LINER

SEE DETAIL BELOW

DETENTION BASIN

WITH GCL LINER

SEE DETAIL BELOW

MSD EF-05-02 STRAIGHT HEADWALL

INLET PROTECTION AT 18" CULVERT

DETENTION BASIN

WITH GCL LINER

SEE DETAIL BELOW

SILT FENCE

LIMITS OF WORK

UNDERGROUND STORMWATER

DETENTION BASIN

EROSION CONTROL BLANKET

MSD EPM-5:ECB/TRM

MSD CLASS II, TYPE B

EROSION CONTROL BLANKET

MSD EF-05-02 STRAIGHT HEADWALL

INLET PROTECTION

MSD EF-05-02 STRAIGHT HEADWALL

INLET PROTECTION

MSD EF-05-02 STRAIGHT HEADWALL

INLET PROTECTION

INSTALL INLET PROTECTION

AT ALL STORM SEWER INLETS

MSD EF-01-02, EF-03-02, EF-13-01 OR

EF-14-01 AS APPLICABLE

NOTE:

ENTIRE SITE, EXCEPT STONE HAUL

ROAD, TO RECEIVE TEMPORARY

SEEDING UPON COMPLETION OF MASS

GRADING OPERATIONS.

DETENTION BASIN B

SURFACE AREA AT ELEV 587.0 = 8,884 SQUARE FEET

SURFACE AREA AT ELEV 590.0 = 14,470 SQUARE FEET

MAX DEPTH = 3.5' VOLUME AT ELEV 589.99 = 34,615 CUBIC FEET

STORM SEWER INLETS AND PIPING

TYP

SOUTH PARKING ACCESS DURING

PHASE B CONSTRUCTION

PHASE A CONSTRUCTION

STAGING AND TRAILER AREA

SOUTH PARKING DECK

SILT FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY

CONSTRUCTION FENCE

FILTER FABRIC INLET

PROTECTION IN

NON-PAVED AREA

(MSD EF-01-02), TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02), TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02),

TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02),

TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02),

TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02),

TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02),

TYP.

FILTER FABRIC INLET

PROTECTION IN PAVED

AREA (MSD EF-03-02),

TYP.

FILTER FABRIC INLET

PROTECTION IN

NON- PAVED AREA

(MSD EF-01-02), TYP.

FILTER FABRIC INLET

PROTECTION IN NON-PAVED

AREA (MSD EF-01-02), TYP.

FILTER FABRIC INLET

PROTECTION IN

NON-PAVED AREA

(MSD EF-01-02), TYP.

FILTER FABRIC INLET

PROTECTION IN

NON-PAVED AREA,

(MSD EF-01-02) TYP.

OUTLET STABILIZATION

MSD EMP-8:OS

TYP

OUTLET STABILIZATION

STONE STABILIZED CONSTRUCTION

ENTRANCE AND CONSTRUCTION

WASHING STATION

UNDERGROUND STORMWATER

DETENTION BASIN

UNDERGROUND STORMWATER

DETENTION BASIN

STORMWATER

PUMP STATION

BACKFILL NORTH FACE OF PARKING

DECK TO ELEVATION 598.00

BACKFILL EAST FACE OF PARKING DECK

TO 12" BELOW FINISH FLOOR ELEVATION;

ALLOW FOR INSTALLATION OF HAUL

ROAD TO DECK ENTRY

MSD EPM-8:OS OUTLET STABILIZATION

KYTC CHANNEL LINING CLASS II

ON NON-WOVEN GEOTEXTILE.

CHANNEL LINING TO EXTENT 5' UPSTREAM, AND 20'

DOWNSTREAM OF OUTLET. LINING TO EXTEND TO

TOP OF EXISTING DITCH BANK ON I-264 SIDE

TYPICAL AT ALL OUTLETS INTO I-264 DITCH

DETENTION BASIN OUTLET

SEE DETAIL 1 ON SHEET CU120

TYP

SILT FENCE AT PERIMETER OF

BASIN OUTLET STONE

TYP

STONE HAUL ROAD

TYP

DETENTION BASIN C

SURFACE AREA AT ELEV 583.0 = 3,076 SQUARE FEET

SURFACE AREA AT ELEV 585.0 = 10,502 SQUARE FEET

MAX DEPTH = 2.4' VOLUME AT ELEV 584.78 = 12,304 CUBIC FEET

DETENTION BASIN A

SURFACE AREA AT ELEV 586.75 = 955 SQUARE FEET

SURFACE AREA AT ELEV 589.0 = 4,334 SQUARE FEET

MAX DEPTH = 2.25' VOLUME AT ELEV 588.57 = 2,878 CUBIC FEET

SILT FENCE

15' J HOOK @ 100'

INTERVALS ALONG

SILT FENCE

15' J HOOK @ 100'

INTERVALS ALONG

SILT FENCE

15' J HOOK @ 100'

INTERVALS ALONG

SILT FENCE

590 590

SOIL EROSION AND SEDIMENTATION CONTROL

POST PHASE A CONSTRUCTION LEGEND:

PROPERTY LINE

TEMPORARY CONSTRUCTION FENCE

LIMITS OF WORK

SILT FENCE (MSD EF-09-02)

STONE STABILIZED TEMPORARY CONSTRUCTION ENTRANCE (MSD ER-01-03)

EROSION CONTROL BLANKET (MSD EC-07-01)

STONE HAUL ROAD

DETENTION BASIN WITH GCL

FILTER FABRIC INLET PROTECTION, IN NON-PAVED AREA (MSD EF-01-02)

STONE BAG INLET PROTECTION, ADJACENT TO HAUL ROAD (MSD EF-03-02)

NOTES:

SEQUENCE WORK SO THAT STONE HAUL ROAD IS CONSTRUCTED PRIOR TO START OF

EXCAVATION OR CONSTRUCTION OF UTILITIES OR PARKING STRUCTURE. CONDUCT GRADING

OPERATIONS ONLY TO THE EXTENT NEEDED TO CONSTRUCT STONE HAUL ROAD AND INSTALL

ROAD PRIOR TO COMMENCEMENT OF OTHER WORK.

STONE HAUL ROAD TO SLOPE AS SHOWN ON GRADING PLAN.

SET TOP OF STONE 6" HIGHER THAN GRADES SHOWN ON GRADING PLAN IN HAUL ROAD AREAS

TO FACILITATE DRAINAGE.

MAINTAIN STONE HAUL ROAD DURING CONSTRUCTION SO THAT NO RUTS, WASH OUTS,

DEPRESSIONS OR OTHER DEFORMITIES IN THE DRIVING SURFACE EXIST LONGER THAT 24

HOURS. REPAIR ALL ABOVE-DESCRIBED ANOMALIES IN GRADE LINE OF STONE HAUL ROAD

WITHIN 24 HOURS OF THEIR FORMATION. THE STONE HAUL ROAD IS TO BE KEPT IN GOOD

REPAIR AS DESCRIBED HERE SO IT CAN BE EASILY UTILIZED BY EMERGENCY VEHICLES.

1'- 0"

TYPE III GEOTEXTILE

PREPARED AND

COMPACTED

SUBGRADE

SLOPE

5" KYTC No. 5 STONE

GRADE SHOWN ON PLANS

IN HAUL ROAD AREAS

TRIAXIAL GEOGRID

TENSAR TX160

7" KYTC No. 3 STONE

5"

GRADE SHOWN ON PLANS

1"

7" KYTC No. 3 STONE EDGE

PREPARED AND COMPACTED SUBGRADE

2'- 0"

1'-6" 1'-6"

PHASE B GRADES (NOT

IN CONTRACT)

COMPACTED

SOIL BACKFILL

4" THICK LAYER FINE AGGREGATE CUSHION

AASHTO M6, FINE AGGREGATE FOR PORTLAND

CEMENT CONCRETE, OR AS RECOMMENDED

BY LINER MANUFACTURER

GEOSYNTHETIC CLAY LINER (GCL) WITH

LAMINATED GEOMEMBRANE

GCL ANCHOR TRENCH PER LINER

MANUFACTURER'S RECOMMENDATIONS

STORMWATER

DETENTION BASIN

4' TOPSOIL AND SEED

1'-0"

EROSION CONTROL BLANKET, MSD CLASS II, TYPE B

EROSION PREVENTION AND

SEDIMENT CONTROL PLAN -

POST PHASE A

CS101

1. CS100 - EROSION PREVENTION AND SEDIMENT CONTROL PLAN - PHASE A DEPICTS

PRE-CONSTRUCTION CONDITIONS. CS101 - EROSION PREVENTION AND SEDIMENT

CONTROL PLAN - POST PHASE A DEPICTS REQUIRED CONDITIONS ONCE PHASE A

WORK IS COMPLETE.

2. REFER TO CS102 - EROSION PREVENTION AND SEDIMENT CONTROL NOTES FOR EPSC

NOTES, SEQUENCE OF CONSTRUCTION, AND MAINTENANCE SCHEDULE.

NOTES:

PMD JY

0' 120'60'30'

SCALE: 1" = 60'-0"

STONE HAUL ROAD1 SECTION NO SCALE

GEOSYNTHETIC CLAY LINER (GCL)2 SECTION NO SCALE

t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

EM RA, JY, SH

URS | SMITHGROUP JOINT VENTURE

T 313.983.3600 F 313.983.3636

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

Louisville, Kentucky

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320

TRUE NORTH

PROJECT NORTH

97 8654321 o n e s i x t e e n t h i n c h o n e f o o t o n e t h i r t y s e c o n d t h i n c h o n e f o o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

www.urscorp.com | www.smithgroupjjr.com

CONSTRUCTION DOCUMENTS

20NOV2020

USACE P2 No. 453413

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION OrientationSeal

20NOV2020

PHA CERTIFIED FINAL 20NOV2020

Mark

TYPE I

TYPE II

TYPE III

TYPE IV

TYPE V

SLOPE PROTECTION AND CHANNEL LINING

UNDERDRAINS AND FOUNDATION DRAINS

SUBGRADE OR EMBANKMENT STABILIZATION

DRAINAGE BLANKETS AND PAVEMENT EDGE DRAINS

SUBGRADE UNDERCUTS

GEOTEXTILE MATERIALS AND APPLICATION

GEOTEXTILE MATERIALS TO BE PER KENTUCKY TRANSPORTATION

CABINET (KYTC) MATERIALS SPECIFICATION SECTION 843 FOR THE

TYPES INDICATED ABOVE.

GEOTEXTILE INSTALLATION TO BE PER KYTC SPECIFICATION

SECTION 214

GEOSYNTHETIC CLAY LINER

GEOSYNTHETIC CLAY LINER TO BE A REINFORCED CLAY LINER CONSISTING OF A LAYER OF SODIUM BENTONITE BETWEEN A POLYPROPYLENE WOVEN GEOTEXTILE AND A POLYPROPYLENE NONWOVEN GEOTEXTILE WHICH ARE

NEEDLE-PUNCHED TOGETHER AND LAMINATED TO A POLYETHYLENE GEOFILM.

AMENDMENT 0008 1 26FEB2021

CERTIFIED FINAL

PHYSICAL PROPERTIES

MATERIAL PROPERTY TEST METHOD TEST FREQUENCY REQUIRED VALUES

BENTONITE SWELL INDEX ASTM D5890 1 PER 50 TONNES 24 mL / 2g MIN.

BENTONITE FLUID LOSS ASTM D5891 1 PER 50 TONNES 18 mL max.

BENTONITE MASS / AREA ASTM D5993 40,000 SQUARE FEET 0.75 LB / FT

GCL GRAB STRENGTH ASTM D6768 200,000 SQUARE FEET 45 LBS / IN MARV

GCL PEEL STRENGTH ASTM D6496 40,000 SQUARE FEET 3.5 LBS / IN MIN.

GCL FLUID CONDUCTTIVITY ASTM D5887 PERIODIC 5 x 10 cm/s MAX.

GCL FLUX ASTM D5887 PERIODIC 1 x 10 m / m / s MAX.

GCL HYDRATED INTERNAL SHEAR STRENGTH ASTM D5321 PERIODIC 500 PSF TYPICAL

ASTM D6243

-10

-9 3 2

W

2Q R

R

_P la ns _P ha se

A-

2-YEAR ORIFICE ELEVATION

STRUCTURE OCS-301

RIM

INLET IE

OUTLET IE

2-YEAR

10-YEAR

100-YEAR

ORIFICE INFO.

588.50

585.50

SIZE (IN)

6.0

NUMBER

FLOW

FLOW

6.00'

DIAMETER

2.0 0'

SU

MP

FLOWFLOW

BAFFLE WALL

BAFFLE WALL

ORIFICE HOLES IN BAFFLE WALL

SEE CHART FOR NUMBER

SIZE AND ELEVATION

1.00'

12" C TO C HOLE

SPACING, TYP.

PLAN OF STRUCTURE

SECTION A-A SECTION B-B

NOTES:

MANHOLE AND OUTLET STRUCTURES TO BE PRECAST

CONCRETE STRUCTURES WITH INTEGRAL BOTTOM.

STRUCTURES TO BE PER ASTM C-478.

A A

B B

25-YEAR ORIFICE ELEVATION

PIPE INLET

100-YEAR STORM ELEVATION/OVERFLOW (TOP OF BAFFLE)

FRAME AND GRATE

(ABOVE)

FINISH GRADE

MANHOLE FRAME AND GRATE

ECCENTRIC CONE SECTION

MANHOLE STEPS

STRUCTURE

RIM

INLET IE

OUTLET IE

2-YEAR

10-YEAR

100-YEAR

ORIFICE INFO.

SIZE (IN)NUMBER

OCS-302

592.60

588.50 NA

T/BAFFLE NA

T/BAFFLE

100-YEAR ORIFICE ELEVATION

10-YEAR ORIFICE ELEVATION

25-YEAR - --

25-YEAR

STRUCTURE

RIM

INLET IE

OUTLET IE

2-YEAR

10-YEAR

100-YEAR

ORIFICE INFO.

SIZE (IN)NUMBER

OCS-303

585.75

T/BAFFLE NA

25-YEAR

STRUCTURE OCS-304

RIM

INLET IE

OUTLET IE

2-YEAR

10-YEAR

100-YEAR

ORIFICE INFO.

587.88

SIZE (IN)NUMBER

STRUCTURE

RIM

INLET IE

OUTLET IE

2-YEAR

10-YEAR

100-YEAR

ORIFICE INFO.

SIZE (IN)NUMBER

OCS-305

593.93

NA

T/BAFFLE NA

T/BAFFLE

25-YEAR

25-YEAR

STRUCTURE

RIM

INLET IE

OUTLET IE

2-YEAR

10-YEAR

100-YEAR

ORIFICE INFO.

SIZE (IN)NUMBER

OCS-307

586.27

T/BAFFLE NA

25-YEAR

587.00 588.57

5.5 6.0

589.99

589.26 6.05

582.3

2.0

584.80

582.65

582.50 584.97

3.0 4.0

582.65

587.62

586.20 5.04

574.91 577.99 579.43

3.6 6.0

581.89 NA

5.54

574.84 574.44

564.11

564.17 567.75

2.9 5.7

563.60

572.63

569.70 6.05

BASIN A

BASIN B

BASIN C

TANK 3

TANK 1

TANK 4

NOTES:

1. BASIS OF DESIGN LAG PUMPS TO BE FLYGT NP3202 LT3~616, 480V, 3-PHASE, 45 HP

PUMPS. PUMPS TO BE COMPLETE REMOVABLE PACKAGE INCLUDING LIFTING RAILS

AND ALL LEVEL CONTROLS, VALVES AND APPURTENANCES NECESSARY.

2. BASIS OF DESIGN LEAD (SUMP) PUMP TO BE BARNES 4SEV7544DS, 480V, 3 PHASE,

7.5 HP, 1750 RPM, PROVIDE PUMP CONTROLLER TO SET PUMP CYCLE FOR

EQUIVALENT DISCHARGE RATE OF 2,500 GALLONS PER HOUR (312 GPM) . PROVIDE

CHECK VALVES IN RISERS. CONNECT PUMP DISCHARGE PIPING TO ADJACENT LAG

PUMP 12" DISCHARGE PIPE. PUMP TO BE INSTALLED AS A REMOVABLE PACKAGE

INCLUDING LIFTING CHAINS. PROVIDE ALL LEVEL CONTROLS, VALVES AND

APPURTENANCES NECESSARY.

3. WET WELL TO BE 18'-10" x 13'-8" CONCRETE STRUCTURE. PROVIDE ROCK ANCHORS

AND 8" MINIMUM THICK CONCRETE LEVELING MAT ON TOP OF EXISTING ROCK

SURFACE. ROCK ANCHORS TO BE DESIGNED BY CONTRACTOR TO RESIST 100,000

LBS OF TOTAL UPLIFT.

4. APPLY TWO COATS OF MASTIC WATERPROOFING TO ENTIRE EXTERIOR SURFACE

OF WET WELL. PROVIDE CONCRETE TOP SECTION WITH CUSTOM PUMP ACCESS

HATCH FOR EACH PUMP CAPABLE OF AASHTO HS-20 LOADING. COORDINATE

ACCESS HATCH SIZE WITH PUMP MINIMUM CLEAR OPENING AND PUMP LIFTING

RAIL REQUIREMENTS. PROVIDE MANHOLE STEPS.

5. PROVIDE AND INSTALL ALL PIPING, APPURTENANCES AND SUPPORTS REQUIRED

TO CONNECT PUMPS TO 18" DISCHARGE PIPE. CHECK VALVES ARE REQUIRED IN

ALL PUMP DISCHARGE PIPING. PIPE MATERIALS TO MEET PUMP MANUFACTURER'S

RECOMMENDATIONS. PIPING SHOWN IS SCHEMATIC AND MAY BE MODIFIED TO

MEET PUMP MANUFACTURER'S REQUIREMENTS. INSTALL UNIONS OR OTHER

APPROVED QUICK DISCONNECT METHOD FOR EASY PUMP REMOVAL

6. PROVIDE AND INSTALL PUMP CONTROLLER AND ALL WIRING, BREAKERS,

DISCONNECTS, CONDUIT AND CONDUCTORS REQUIRED TO OPERATE THE PUMPS.

LOCATE PUMP CONTROLLER IN SOUTH PARKING DECK. COORDINATE WITH SHEET

ES2007. ELECTRICAL CONNECTIONS TO MEET ALL APPLICABLE CODES AND

ORDINANCES.

7. INSTALL COMMUNICATIONS LINES FROM WET WELL AND PUMP CONTROLLER TO

PUMP CONTROLLER LOCATION IN SOUTH PARKING DECK. COORDINATE CABLE

REQUIREMENTS WITH CONTRACTING OFFICER.

8. PROVIDE ADEQUATE AIR RELIEF IN DISCHARGE LINE AS REQUIRED TO PREVENT

AIR LOCK

9. ALL EXTERIOR FORCE MAIN PIPING TO BE RESTRAINED JOINT DUCTILE IRON PIPING

10. PROVIDE AND INSTALL AASHTO HS-20 RATED ACCESS HATCH FOR EACH PUMP.

COORDINATE ACCESS HATCH SIZE REQUIREMENTS WITH PUMP MANUFACTURERS

REQUIREMENTS.

BASIS OF DESIGN HATCHES

HATCH "A" BILCO MODEL J-2H20

HATCH "B" BILCO MODEL J-3H20

HATCH 'C' BILCO, CUSTOM MODEL SIMILAR TO JD-3H20, CLEAR OPENING =

42" x 52" OR AS REQUIRED BY PUMP MFR.

11. LADDER TO BE PRE-MANUFACTURED VAULT LADDER, FIXED TYPE, MOUNTED TO

SIDE OF WET WELL, STAINLESS STEEL OR ALUMINUM, 300 LB MINIMUM CAPACITY.

TOP STEP SHALL BE WITHIN 24" OF TOP OF HATCH. BOTTOM RUNG SHALL BE

WITHIN 16" OF BOTTOM OF WET WELL. RUNGS TO BE SLIP RESISTANT

CONSTRUCTION.

'-0

2'- 0"

'-01 8"

2'- 0"

18" DIP

18" x 16" REDUCER

16" X 12" REDUCING WYE

12" DIP12" x 45° BEND

12" DIP

12" DIP

16" x 12" REDUCER

12" x 12" WYE

12" x 45° BEND

12" x 45° BEND

16" X 12" REDUCING WYE

12" DIP

MODULAR ELASTOMER SEAL

AT ALL PIPE PENETRATIONS

12" DIP

2'-0" 3'-934" 3'-114"

1'-7" 8"

4'-6" 2'-0"

10'-6" 7'-2"

18" DIP

18" x 16" REDUCER

16" X 12" REDUCING WYE

16" x 12" REDUCER

12" x 12" WYE

16" X 12" REDUCING WYE

12" x 90° BEND

12" CHECK VALVE

PUMP, PUMP SEAT, MOUNTING,

AND LIFTING RAIL AND CHAIN SET

PER PUMP MANUFACTURER.

LIFTING RAIL

MODULAR ELASTOMER SEAL

AT ALL PIPE PENETRATIONS

PIPE SUPPORT

TYP

LEAD PUMP

LAG PUMP

TYPICAL 4

PLACES

BAFFLE WALL

36" RCP IN FROM

STMH-013

1'- 6"

1'- 11 2"

PUMP LEVELS:

LEAD OFF 558.89

LEAD ON 560.89

LAG 1 OFF 560.89

LAG 1 ON 564.00

LAG 2 OFF 564.00

LAG 2 ON 566.00

LAG 3 OFF 566.00

LAG 3 ON 568.88

LAG 4 OFF 568.88

LAG 4 ON 571.46

ALARM : 577.00

NOTE:

LEAD PUMP OFF WHEN

LAG PUMP(S) RUNNING

6'-9"

17'-8"

13'-8"

'-8

3 16

ROCK ANCHOR

TYP

ROCK ANCHOR

CONCRETE LEVELING MAT

2'- 2"

4'- 8"

4'- 8"

4'- 8"

4'- 21 4"

1'- 73 4"

ROCK ANCHOR

CONCRETE LEVELING MAT

#10's @ 12" VERT

LAG PUMP

TYP

6" HIGH CONCRETE

ANTI-VORTEX BAFFLE

TYP

OPENINGS

IN BAFFLE

WALL

#6's @ 12" HORIZ

#9's @ 12" TOP & BOT #6's @ 12"

#10's @ 12" EW BOT #8's @ 12" EW TOP

1'- 6"

CONNECT LEAD PUMP 4" DISCHARGE LINE TO

LAG PUMP 12" DISCHARGE LINE WITH

12" x 4" REDUCING WYE

SLOPE FLOOR TO

PUMPS

SLOPE FLOOR TO

PUMPS

BAFFLE

WALL

NOTE:

INSTALL #6, 48"x48" CORNER BARS

@ 12" O.C. HORIZ AT STRUCTURE

CORNERS

TOP OF BAFFLE WALL

9'- 71 2"

22'-0"

9'- 71 2" 6"

3'-0"

LEAD PUMP

OPNG

1134" 2'-812" 1'-1112" 2'-812" 1'-1112" 2'-812" 1'-1112" 2'-812" 93 4"

1'- 9"

OPENINGS IN BAFFLE WALL

TYP

#6 BARS @ 12" O.C. EW

PLACE BARS 2 12" CLEAR

FROM WALL FACE OPPOSITE

36" STORM SEWER

EXTEND BARS 10" INTO

STRUCTURE SIDE WALL

THREE #6 BARS x 48" LONG

EXTEND BARS 10" INTO

STRUCTURE FLOOR

TYP BETWEEN OPENINGS

ACCESS HATCH

SECTION ASECTION B

BAFFLE WALL ELEVATION

36" RCP

IN FROM

STMH-013

NOTE:

LEAD PUMP NOT SHOWN

W12x26, CENTERED BETWEEN PUMPS

COORDINATE MEMBER SIZE WITH MINIMUM

HATCH SIZE AND PUMP CLEARANCE

REQUIREMENTS

W12x26

W12x26

W12x26

W12x26

BEAM POCKET

FOR ROOF BEAMS

TYP

ROOF BEAM

TYP

LADDERHATCH B HATCH A

HATCH C

TWO #6 BARS x 48" LONG

EXTEND BARS 10" INTO

STRUCTURE FLOOR

W x2 t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

EM RA, JY, SH

URS | SMITHGROUP JOINT VENTURE

T 313.983.3600 F 313.983.3636

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

Louisville, Kentucky

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320

TRUE NORTH

PROJECT NORTH

97 8654321 o n e s i x t e e n t h i n c h o n e f o o t o n e t h i r t y s e c o n d t h i n c h o n e f o o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

www.urscorp.com | www.smithgroupjjr.com

CONSTRUCTION DOCUMENTS

20NOV2020

USACE P2 No. 453413

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION OrientationSeal

20NOV2020

PHA CERTIFIED FINAL 20NOV2020

Mark

CU235

OUTLET CONTROL

STRUCTURE DETAILS

OUTLET CONTROL STRUCTURES1 N.T.S.

SOUTH PUMP STATION - PS-6022 N.T.S.

MAXIMUM ALLOWABLE DISCHARGE RATES (CFS)

2-YEAR 10-YEAR 25-YEAR 100-YEAR

TANK-1 (OCS-305) 3.39 7.22 9.50 12.93

TANK-3 (OCS-304) 2.41 9.90 15.14 23.58

TANK-4 (OCS-307) 1.69 6.94 10.62 16.54

UNDERGROUND DETENTION SYSTEM BASIS OF DESIGN:

1. BASIS OF DESIGN MANUFACTURER FOR UNDERGROUND DETENTION SYSTEM IS STORMTRAP PRECAST

CONCRETE DETENTION UNITS.

2. CONTRACTOR MAY MAY ELECT TO USE SUBSTITUTE UNDERGROUND DETENTION SYSTEM MEETING THE

FOLLOWING REQUIREMENTS.

3. SUBSTITUTE UNDERGROUND DETENTION SYSTEM MUST BE DESIGNED BY A LICENSED PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF KENTUCKY

4. SUBSTITUTE SYSTEM MUST BE WATER TIGHT.

5. SUBSTITUTE SYSTEM MAY NOT USE AN OPEN BOTTOM / AGGREGATE BASE DESIGN.

6. UNDERGROUND PIPE SIZE OR VAULT HEIGHT SHALL NOT BE LESS THAN 36-INCHES.

7. UNDERGROUND DETENTION SYSTEM SHALL HAVE A MINIMUM OF TWO ACCESS-WAYS FOR MAINTENANCE

AND INSPECTION OF THE ENTIRE DETENTION SYSTEM.

8. UNDERGROUND DETENTION SYSTEMS SHALL DISCHARGE THROUGH A MULTI-STAGE CONTROLLED

OUTLET. DISCHARGE RATES MAY NOT EXCEED THE PRE-CONSTRUCTION DISCHARGE RATES FOR THEIR

TRIBUTARY AREAS. MAXIMUM DISCHARGE RATES ARE AS LISTED IN THE TABLE BELOW:

9. DESIGN, LAYOUT, SHOP DRAWINGS AND CALCULATIONS MUST BE PROVIDED TO THE CONTRACTING

OFFICER FOR RECORD KEEPING PURPOSES.

14. THE CONFIGURATION OF A SUBSTITUTE UNDERGROUND DETENTION SYSTEM MAY NOT INTERFERE WITH

OR IMPACT DESIGN AND INSTALLATION OF OTHER SITE SYSTEMS.

15. DESIGN OF SUBSTITUTE SYSTEM IS CONSIDERED PART OF THE CONTRACTOR'S BIDDING PROCESS.

DESIGN FEES ASSOCIATED WITH THE CONTRACTOR'S PREPARATION OF SUBSTITUTE SYSTEM WILL NOT

BE REIMBURSED.

PREFABRICATED WATER QUALITY UNITS BASIS OF DESIGN:

1. BASIS OF DESIGN MANUFACTURER FOR UNDERGROUND DETENTION SYSTEM IS STORMTRAP PRECAST

CONCRETE WATER QUALITY UNITS.

2. CONTRACTOR MAY MAY ELECT TO USE SUBSTITUTE MANUFACTURER FOR PREFABRICATED WATER

QUALITY UNITS.

3. PREFABRICATED UNITS MUST BE 'OFF-LINE' DESIGN

4. SUBSTITUTE UNITS MUST MEET THE CURRENT 80-PERCENT TOTAL SUSPENDED SOLIDS REMOVAL

CRITERIA CONTAINED IN CHAPTER 18 OF THE LATEST MSD DESIGN MANUAL. AND CURRENT CITY OF

LOUISVILLE / MSD GREEN INFRASTRUCTURE ORDINANCE AND DESIGN REQUIREMENTS.

5. CONTRACTOR MAY USE MANUFACTURER AND UNITS PRE-APPROVED BY MSD. CONTACT MSD FOR

CURRENT LIST OF MANUFACTURERS AND MODELS.

6. PREFABRICATED UNITS MUST BE CAPABLE OF TREATING THE FLOW RATES LISTED BELOW, RATES ARE CALCULATED USING THE RAINFALL INTENSITY OF 2.82 INCHES/HOUR RAINFALL INTENSITY PER CHAPTER

18 OF 2015 EDITION OF THE MSD DESIGN MANUAL.

7. DESIGN, LAYOUT, AND SHOP DRAWINGS MUST BE PROVIDED TO THE CONTRACTING OFFICER FOR

RECORD KEEPING PURPOSES.

8. THE CONFIGURATION OF A SUBSTITUTE UNDERGROUND DETENTION SYSTEM MAY NOT INTERFERE WITH

OR IMPACT DESIGN AND INSTALLATION OF OTHER SITE SYSTEMS.

9. ANY DESIGN ASSOCIATED WITH SUBSTITUTE PREFABRICATED WATER QUALITY UNITS IS CONSIDERED PART OF THE CONTRACTOR'S BIDDING PROCESS. DESIGN FEES ASSOCIATED WITH THE CONTRACTOR'S

PREPARATION OF SUBSTITUTE SYSTEM WILL NOT BE REIMBURSED.

WATER QUALITY TREATMENT RATES (CFS)

STRUCTURE UPSTREAM

STRUCTURE

DOWNSTREAM

STRUCTURE TREATMENT RATE

WQ-501-4 STMH-051 TANK 1 7.88

WQ-503-6 CB-213 TANK 3 23.47

WQ-503-7 CB-215 TANK 3 0.48

WQ-504-8 STMH-011 TANK 4 3.21

WQ-504-9 STMH-019 TANK 4 15.89

PUMP STATION BASIS OF DESIGN:

1. BASIS OF DESIGN MANUFACTURER FOR STORMWATER PUMPS ARE AS LISTED IN NOTES 1 AND 2 ABOVE DETAIL.

2. CONTRACTOR MAY ELECT TO USE SUBSTITUTE PUMP MODELS / MANUFACTURER MEETING THE FOLLOWING REQUIREMENTS.

3. LAG PUMPS MUST BE CAPABLE OF PUMPING THE COMBINED OUTFLOWS FROM SURFACE DETENTION BASIN C, AND UNDERGROUND DETENTION TANKS 3 AND 4 FOR THE 2, 10, 25 AND 100-YEAR RAINFALL

EVENTS.

4. LAG PUMPS MUST BE CAPABLE OF PUMPING A MINIMUM OF 4,000 GPM INDIVIDUALLY WITH A COMBINED MINIMUM PUMPING CAPACITY OF 15,000 GPM WITH A VERTICAL LIFT OF 27-FEET, WITH TOTAL

DYNAMIC HEAD OF 36.5-FEET.

5. LAG PUMPS SHALL NOT RUN AT WATER LEVELS IN THE WET WELL THAT ARE BELOW THOSE INDUCED BY RAIN EVENTS LESS THAN THE 2-YEAR EVENT.

6. LEAD PUMP SHALL BE CAPABLE OF PUMPING 350 GPM AT 27-FEET OF VERTICAL LIFT.

7. LEAD PUMP SHALL RUN AT WATER LEVELS IN THE WET WELL THAT ARE BELOW THOSE INDUCED BY THE 2-YEAR RAIN EVENT.

8. WET WELL DESIGN SHOWN ABOVE IS TAILORED TO SPECIFIC BASIS OF DESIGN PUMP MODELS MANUFACTURED BY FLYGT AND BARNES. CONTRACTOR SHALL PROVIDE WET WELL DESIGN TAILORED TO

SUBSTITUTE PUMP MODEL'S AND MANUFACTURER'S REQUIREMENTS .

9. CONTRACTOR'S SUBSTITUTE PUMP STATION MUST BE PROVIDED AS A COMPLETE, OPERABLE PACKAGE. ALL PUMPS, PUMP CONTROLS, LIFTING RAILS, LIFTING CHAINS, ACCESS HATCHES, PIPING, VALVES, FITTINGS AND APPURTENANCES MUST BE INCLUDED.

10. CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS FOR SUBSTITUTE PUMP STATION WITH THOSE SHOWN IN THE CONTRACT DOCUMENTS. REVISIONS OR MODIFICATIONS TO THE POWER AND OR

CONTROLLER REQUIREMENTS WILL BE INCLUDED WITH THE CONTRACTOR'S PRICE FOR THE SUBSTITUTED PUMP STATION

11. CONTRACTOR SHALL DESIGN WET WELL ASSOCIATED WITH SUBSTITUTE PUMP STATION FOR AASHTO HS-20 LOADING.

12. CONTRACTOR SHALL DESIGN WET WELL ASSOCIATED WITH SUBSTITUTE PUMP STATION TO RESIST BUOYANCY INDUCED BY GROUND WATER LEVELS TO THE TOP OF THE WET WELL.

13. DESIGN, LAYOUT, AND SHOP DRAWINGS MUST BE PROVIDED TO THE CONTRACTING OFFICER FOR RECORD KEEPING PURPOSES.

14. SUBSTITUTE PUMP STATION MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF KENTUCKY.

15. THE CONFIGURATION OF A SUBSTITUTE PUMP STATION MAY NOT INTERFERE WITH OR IMPACT DESIGN AND INSTALLATION OF OTHER SITE SYSTEMS.

16. DESIGN OF SUBSTITUTE PUMP STATION IS CONSIDERED PART OF THE CONTRACTOR'S BIDDING PROCESS. DESIGN FEES ASSOCIATED WITH THE CONTRACTOR'S PREPARATION OF SUBSTITUTE PUMP

STATION WILL NOT BE REIMBURSED.

AMENDMENT 0007 1 10FEB2021

CERTIFIED FINAL

AMENDMENT 0008 2 26FEB2021

W

2Q R

R

_P la ns _P ha se

A-

M M

SD SD

SC SC

SB SB

SA SA

S1

S1

S3

S3

S4

S4

S5

S5

S6

S6

S7

S7

S8

S8

S9

S9

S10

S10

S12

S12

S2

S2 S11

S11

EE200F

EE200F

EE200F

STAIR

GF2501

ELEV.

GF1102

STAIR

GF1101

TELECOM

GF1104

S2.5

S11.3

S0.9

S12.1

(TYP)

(TYP)

(TYP)(TYP)

(TYP)

(TYP)

8 8 8 8

SA

S11

STAIR

GF2501

S11.3 S12.1

SD

S12

TELECOM

GF1104

S11.3

SITE STORM PUMP

STATION CONTROL

PANEL EDP1FB

DS-E-OFA

SEE ONE-LINES

S1 S2

ELEV.

GF1102

STAIR

GF1101

S2.5S0.9

1 1

3 4

TELECOM

GF1103

SUMP PUMP 1 SUMP PUMP 2

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:48 :29

A M

26FEB2021

EE200F

SOUTH PARKING GROUND LEVEL

POWER PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE200F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 GROUND LEVEL POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"2 GROUND LEVEL POWER PLAN - ENLARGED SE - PHASE A

SCALE: 1/4" = 1'-0"3 GROUND LEVEL POWER PLAN - ENLARGED SW - PHASE A

SCALE: 1/4" = 1'-0"4 GROUND LEVEL POWER PLAN - ENLARGED NW - PHASE A

SHEET NOTES

KEYNOTES

1 PROVIDE ONE (1) 1" CONDUIT (RECEPTACLES) UNDERSLAB FROM

ELEVATOR PIT TO ELECTRICAL ROOM. FIELD VERIFY STUB UP

LOCATIONS.

2 PROVIDE TWO (2)-3" CONDUITS, FOR NORMAL POWER, WITH PULL

WIRE. ROUTE CONDUITS UNDER SLAB-CONCRETE ENCASED. RISE

CONDUITS TO LEVEL 1 ELECTRICAL ROOM CONCRETE ENCASED.

EXTEND CONDUITS 10' BEYOND FOUNDATION.

3 PROVIDE TWO (2)-4" CONDUITS, FOR TELECOM SERVICES, UNDER

SLAB AND RISE UP INTO GROUND LEVEL TELECOM ROOM. EXTEND

CONDUIT 10' BEYOND FOUNDATION.

4 PROVIDE THREE (3) 3" CONDUITS FOR LIFE SAFETY POWER, WITH

PULLWIRE. ROUTE CONDUITS UNDERSLAB CONCRETE ENCASED.

RISE CONDUITS TO LEVEL 1 ELECTRICAL ROOM. CONCRETE

ENCASED. EXTEND CONDUITS 10' BEYOND FOUNDATION.

5 PROVIDE THREE (3)-4" CONDUITS, FOR LEGALLY REQUIRED

STANDBY, WITH PULL WIRE. ROUTE CONDUITS UNDER

SLAB-CONCRETE ENCASED RISE CONDUITS TO LEVEL 1

ELECTRICAL ROOM, CONCRETE ENCASED. REFER TO STRUCTURAL

DRAWINGS. EXTEND CONDUITS 10' BEYOND FOUNDATION.

6 HORIZONTAL CONDUIT SLEEVE, TYPICAL FOR ALL PRECAST

BEAMS. REFER TO STRUCTURAL DRAWINGS FOR EXACT

LOCATION.

7 PROVIDE TWO (2) 4" CONDUITS FOR FUTURE PV FEEDER. ROUTE

UNDERSLAB AND THROUGH FOUNDATION, 5' BEYOND

FOUNDATION. PROVIDE PULLWIRE. RISE CONDUITS TO LEVELS 5

PV EQUIPMENT AREA. EXTEND CONDUITS 10' BEYOND

FOUNDATION.

8 PROVIDE ONE (1) 4" PVC CONDUIT, STUBBED UP TO GROUND

LEVEL, TO SERVE LIGHTNING PROTECTION SYSTEM DOWN

CONDUCTOR. LIGHTNING PROTECTION SYSTEM SHALL BE

INSTALLED IN PHASE B. EXTEND CONDUIT THROUGH FOUNDATION

AND 5' BEYOND FOUNDATION, PROVIDE PULL WIRE AND CAP

CONDUIT.

9 PROVIDE FEEDER TO SUMP PUMP CONTROL PANEL, REFER TO

ONE-LINE DIAGRAM.

10 PROVIDE ONE (1) 1.5" CONDUIT FOR LEVEL CONTROL AND PUMP

ALARM CABLE. CABLE FURNISHED BY SUMP PUMP

MANUFACTURER, CONTRACTOR SHALL INSTALL CABLE. FINAL

CONTROL CONNECTIONS BY SUMP PUMP MANUFACTURER. FIELD

VERIFY CONDUIT SIZE REQUIRED, WITH MANUFACTURER, PRIOR

TO ROUGH-IN.

11 CONTROL PANEL FURNISHED BY DIV. 33 PUMP MANUFACTURES,

INSTALLED BY CONTRACTOR.

1 A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

W

2Q R

R

_P la ns _P ha se

A-

JJ SD

SC

SB

SA

S1 S3 S4 S5 S6 S7 S8 S9 S10 S12S2

S11

EE201F

EE201F

EE201F

S2.5

S11.3

S0.9

S12.1

1 (TYP)

1 (TYP)

(TYP)

(TYP)

1 (TYP)

1 (TYP)

46 6 6 6

SA

S11 S11.3 S12.1

STAIR

1F2501

SD

S12

S11 S11.3

2 3

TELECOM

1F1105

S1 S3S2

DP1FA

LP1FA

ATS-L-1FA

LDP1FA

LLP1FA

DS-L-1FA

DS-EM-1FA

S2.5S0.9

EMER ELEC. ROOM

1F1104

ELEC.

1F1103

ELEV

1F1102

STAIR

1F1101

EDP1FA

ATS-E-1FA

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:48 :39

A M

26FEB2021

EE201F

SOUTH PARKING LEVEL 1 POWER

PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE201F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 LEVEL 1 POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"2 LEVEL 1 POWER PLAN - ENLARGED SE - PHASE A

SCALE: 1/4" = 1'-0"3 LEVEL 1 POWER PLAN - ENLARGED SW - PHASE A

SCALE: 1/4" = 1'-0"4 LEVEL 1 POWER PLAN - ENLARGED NW - PHASE A

SHEET NOTES

KEYNOTES

1 HORIZONTAL CONDUIT SLEEVE, TYPICAL FOR ALL PRECAST BEAMS.

REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION.

2 PROVIDE TWO (2) 4" CONDUIT SLEEVES FOR FUTURE TELECOM

CONDUITS TO FLOOR BELOW.

3 PROVIDE FOUR (4) 4" CONDUIT SLEEVES FOR FUTURE POWER

CONDUITS TO FLOOR BELOW.

4 PROVIDE TWO (2) 4" CONDUITS FOR FUTURE PV FEEDER. PROVIDE

PULLWIRE. RISE CONDUITS TO LEVELS 5 PV EQUIPMENT AREA.

5 SUMP PUMP CONTROL PANEL BY DIVISION 22.

6 LOCATION OF FUTURE (PHASE B) 4" CORE DRILL SLEEVE THRU

FLOOR FOR LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN PHASE B.

A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

W

2Q R

R

_P la ns _P ha se

A-

SD

SB

SA

S1 S3

S4

S4

S5

S5

S6

S6

S7

S7

S8

S8

S9

S9

S10

S10 S12S2

S11

EE202F

EE202F

EE202F

S2.5

S11.3

S0.9

S12.1

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

44 4 4

SA

S11

STAIR

2F2501

S11.3 S12.1

SD

S12

ELEC.

2F1104

S11.3 S12.1

2 3

S1 S2

STAIR

2F1101

ELEV

LOBBY

2F1102

ELEC.

2F1103

S2.5S0.9

2 3

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:48 :44

A M

26FEB2021

EE202F

SOUTH PARKING LEVEL 2 POWER

PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE202F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 LEVEL 2 POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"2 LEVEL 2 POWER PLAN - ENLARGED SE - PHASE A

SCALE: 1/4" = 1'-0"3 LEVEL 2 POWER PLAN - ENLARGED SW - PHASE A

SCALE: 1/4" = 1'-0"4 LEVEL 2 POWER PLAN - ENLARGED NW - PHASE A

SHEET NOTES

KEYNOTES

1 HORIZONTAL CONDUIT SLEEVE, TYPICAL FOR ALL PRECAST

BEAMS. REFER TO STRUCTURAL DRAWINGS FOR EXACT

LOCATION.

2 PROVIDE TWO (2) 4" CONDUIT SLEEVES FOR FUTURE TELECOM

CONDUITS TO FLOOR BELOW.

3 PROVIDE FOUR (4) 4" CONDUIT SLEEVES FOR FUTURE POWER

CONDUITS TO FLOOR BELOW.

4 LOCATION OF FUTURE (PHASE B) 4" CORE DRILL SLEEVE THRU

FLOOR FOR LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN PHASE

B.

5 PROVIDE TWO (2) 4" CONDUITS FOR FUTURE PV FEEDER. PROVIDE

PULLWIRE. RISE CONDUITS TO LEVELS 5 PV EQUIPMENT AREA.

A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

W

2Q R

R

_P la ns _P ha se

A-

SD SD

SC SC

SB SB

SA

S1

S1

S3

S3

S4

S4

S5

S5

S6

S6

S7

S7

S8

S8

S9

S9

S10

S10

S12

S12

S2

S2 S11

S11

EE203F

EE203F

EE203F

S2.5

S11.3

S0.9

S12.1

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

5 5 5 5

SA

S11 S11.3 S12.1

STAIR

3F2501

SD

S12

S11.3 S12.1

2 3

ELEC.

3F2104

SD

S1 S2 S2.5S0.9

2 3

TELECOM

3F2103

ELEV

3F1102

STAIR

3F1101

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:48 :54

A M

26FEB2021

EE203F

SOUTH PARKING LEVEL 3 POWER

PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE203F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 LEVEL 3 POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"2 LEVEL 3 POWER PLAN - ENLARGED SE - PHASE A

SCALE: 1/4" = 1'-0"3 LEVEL 3 POWER PLAN - ENLARGED SW - PHASE A

SCALE: 1/4" = 1'-0"4 LEVEL 3 POWER PLAN - ENLARGED NW - PHASE A

SHEET NOTES

KEYNOTES

1 HORIZONTAL CONDUIT SLEEVE, TYPICAL FOR ALL PRECAST

BEAMS. REFER TO STRUCTURAL DRAWINGS FOR EXACT

LOCATION.

2 PROVIDE TWO (2) 4" CONDUIT SLEEVES FOR FUTURE TELECOM

CONDUITS TO FLOOR BELOW.

3 PROVIDE FOUR (4) 4" CONDUIT SLEEVES FOR FUTURE POWER

CONDUITS TO FLOOR BELOW.

4 PROVIDE TWO (2) 4" CONDUITS FOR FUTURE PV FEEDER. PROVIDE

PULLWIRE. RISE CONDUITS TO LEVELS 5 PV EQUIPMENT AREA.

5 LOCATION OF FUTURE (PHASE B) 4" CORE DRILL SLEEVE THRU

FLOOR FOR LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN PHASE

B.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

W

2Q R

R

_P la ns _P ha se

A-

SB

SA

S1 S3 S4 S5 S6 S7 S8 S9 S10 S12S2

S11

EE204F

EE204F

EE204F

ELEC.

4F1104

ELEC.

4F1103

ELEV

LOBBY

4F1102

STAIR

4F1101

S2.5

S11.3

S0.9

S12.1

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

5 5 5 5

SA

S11

STAIR

4F2501

S11.3 S12.1

SD

S12

ELEC.

4F1104

S11.3

2 3

SD

S1 S2

STAIR

4F1101

ELEV

LOBBY

4F1102

ELEC.

4F1103

LP4FA

LLP4FA

S2.5S0.9

2 3

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:49 :04

A M

26FEB2021

EE204F

SOUTH PARKING LEVEL 4 POWER

PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE204F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 LEVEL 4 POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"2 LEVEL 4 POWER PLAN - ENLARGED SE - PHASE A

SCALE: 1/4" = 1'-0"3 LEVEL 4 POWER PLAN - ENLARGED SW - PHASE A

SCALE: 1/4" = 1'-0"4 LEVEL 4 POWER PLAN - ENLARGED NW - PHASE A

SHEET NOTES

KEYNOTES

1 HORIZONTAL CONDUIT SLEEVE, TYPICAL FOR ALL PRECAST

BEAMS. REFER TO STRUCTURAL DRAWINGS FOR EXACT

LOCATION.

2 PROVIDE TWO (2) 4" CONDUIT SLEEVES FOR FUTURE TELECOM

CONDUITS TO FLOOR BELOW.

3 PROVIDE FOUR (4) 4" CONDUIT SLEEVES FOR FUTURE POWER

CONDUITS TO FLOOR BELOW.

4 PROVIDE TWO (2) 4" CONDUITS FOR FUTURE PV FEEDER. PROVIDE

PULLWIRE. RISE CONDUITS TO LEVELS 5 PV EQUIPMENT AREA.

5 LOCATION OF FUTURE (PHASE B) 4" CORE DRILL SLEEVE THRU

FLOOR FOR LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN PHASE

B.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

W

2Q R

R

_P la ns _P ha se

A-

SB

SA

S1 S3 S4 S5 S6 S7 S8 S9 S10 S12S2

S11

EE205F

EE205F

EE205F

EE205F

S2.5

S11.3

S0.9

S12.1

1 (TYP)

(TYP)

1 (TYP)

1 (TYP)

1 (TYP)

1 (TYP)

4 4 4 4

SA

S11

STAIR

5F2501

S11.3 S12.1

SD

S12

ELEC.

5F1104

S11.3

2 3

SD

S1 S2

STAIR

5F1101

ELEV

LOBBY

5F1102

ELEC.

5F1103

S2.5S0.9

SOLAR EQ. ROOM

5F1105

S0.9

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:49 :14

A M

26FEB2021

EE205F

SOUTH PARKING LEVEL 5 POWER

PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE205F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 LEVEL 5 POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"2 LEVEL 5 POWER PLAN - ENLARGED SE - PHASE A

SCALE: 1/4" = 1'-0"3 LEVEL 5 POWER PLAN - ENLARGED SW - PHASE A

SCALE: 1/4" = 1'-0"5 LEVEL 5 POWER PLAN - ENLARGED NW - PHASE A

SCALE: 1/4" = 1'-0"4 LEVEL 5 POWER PLAN - ENLARGED NE - PHASE A

SHEET NOTES

KEYNOTES

1 HORIZONTAL CONDUIT SLEEVE, TYPICAL FOR ALL PRECAST

BEAMS. REFER TO STRUCTURAL DRAWINGS FOR EXACT

LOCATION.

2 PROVIDE TWO (2) 4" CONDUIT SLEEVES FOR FUTURE TELECOM

CONDUITS TO FLOOR BELOW.

3 PROVIDE FOUR (4) 4" CONDUIT SLEEVES FOR FUTURE POWER

CONDUITS TO FLOOR BELOW.

4 LOCATION OF FUTURE (PHASE B) 4" CORE DRILL SLEEVE THRU

FLOOR FOR LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN PHASE

B.

5 PROVIDE TWO (2) 4" CONDUITS FOR FUTURE PV FEEDER. PROVIDE

PULLWIRE. RISE CONDUITS TO LEVELS 5 PV EQUIPMENT AREA.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

W

2Q R

R

_P la ns _P ha se

A-

SB

SA

S1 S3 S4 S5 S6 S7 S8 S9 S10 S12S2

S11

EE206F

EE401F

PHASE B

PV PANEL

(TYP.)

S2.5

S11.3

S0.9

S12.1

S1 S2

Space 3F1105

Space 3F1103

S2.5S0.9

Pl ot

Da te:

th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

CONSTRUCTION DOCUMENTS -

URS | SMITHGROUP JOINT VENTURE

500 WEST JEFFERSON ST.

Suite 1600

LOUISVILLE, KY 40202

T 313.983.3600 F 313.983.3636 www.urscorp.com | www.smithgroupjjr.com

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Facilities

Management

B

A

C

D

E

F

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

TRUE NORTH

PROJECT NORTH

97 8654321 o n e si xt e e n th in c h o n e fo o t o n e th ir ty se c o n d th in c h o n e fo o t

PROJECT # 14576907/22200.000

OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT - CENTRAL REGION

3001 GREEN BAY ROAD

BUILDING 48

NORTH CHICAGO, IL 60064

T 224.610.3492

U.S. DEPARTMENT OF VETERANS AFFAIRS

B1 B2 B3

B4 B5 B6

C2 D2D1

KEY PLAN

C1

F

E

SHEET INDEX ID:

NON-SPRINKLERED

N1 N2

USACE LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING PLACE

LOUISVILLE, KY 40202

PHONE: 502-315-6766

FAX: 502-315-6195

CONTRACTING DIVISION

OrientationSeal

CERTIFIED FINAL

Mark

2/2 3/2

1 7

:49 :23

A M

26FEB2021

EE206F

SOUTH PARKING LEVEL 6 POWER

PLAN

BJW GKS

LOUISVILLE, KENTUCKY

REPLACEMENT VA MEDICAL CENTER

VA Project No. 603-320 USACE P2 No. 453413

601.15.2.E2-EE206F-Phase A-ELECTRICAL

SCALE: 1/16" = 1'-0"1 LEVEL 6 POWER PLAN - PHASE A

SCALE: 1/4" = 1'-0"4 LEVEL 6 POWER PLAN - ENLARGED NW - PHASE A

SHEET NOTES

KEYNOTES

1 LOCATION OF FUTURE (PHASE B) 4" CORE DRILL SLEEVE THRU

FLOOR FOR LIGHTNING PROTECTION SYSTEM DOWN CONDUCTOR.

LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN PHASE

B.

PHA CERTIFIED FINAL 20NOV2020

AMENDMENT 0008 1 26FEB2021

A ALL AREAS OF THE NORTH PARKING STRUCTURE, INCLUDING

ALL ENCLOSED ROOMS, ARE TO BE CONSIDERED "WET OR

DAMP" LOCATIONS PER SPECIFICATION 260533, PARAGRAPH 3.7.

PROVIDE RACEWAY AND INSTALLATION PER 260533,

PARAGRAPH 3.7.

W

2Q R

R

_P la ns _P ha se

A-