Δ

ΔΔ

ΔΔ

Emer

genc

y

(Am

bulan

ce)

Emergency(Walk-In)

MOB Entry

InpatientVisitors

ServiceDrive

Emergency

Generator

Dumpster

Enclosure

EMER

US BU

ILDIN

G

1ST

FLO

OR

= 18

,793

SF (

HOSP

ITAL

)

2ND

FLO

OR

= 18

,986

SF

(MED

ICAL

OFF

ICE)

STATE REGISTRATION NUMBER: F-399

FLOOD STATEMENT

TREE PROTECTION NOTE

SITE DATA SUMMARY TABLE

NOTES

GRAPHIC SCALE

First Level - Finished Floor

0' - 0"

Second Level - Finished Floor

16' - 0"

Roof - Low Point

29' - 11"

Bottom of Tilt-Up

-0' - 5"

Top of Tilt-Wall - High

34' - 10"

123.4 34.6 45789 611 3.910 9.2 9.1 8.6

IG-1IG-2

IG-1

IG-1

IG-1

IG-1

11'-9"

Prefabricated aluminum canopy

1" Insulated glass

Translucent

skylight

IG-2

IG-2

IG-2

MBK

S2 S2S2

S1 S1

MTRPT6

58' - 6" to

building line

easement

AAL

PT6 PT6AAL

S2 S2S2 S2 S2 S2

MBKMBK

IG-1

IG-1 IG-1

IG-1 IG-1

IG-1

Equipment Screen

CS

IG-1

IG-1 IG-1

Pre-finished metal coping system

Rough cut natural stone

Brick

Cast stone

Smooth face natural stone

Pre-finished metal coping system

Standing seam metal roof

Standing seam metal roof

Metal canopy

IG-1

26

'-1

0"

EQEQ

26

'-1

0"

Aluminum plate wall

panel system

34

'-1

0"

5"

4'-

11

"1

3'-

11

"1

6'-

0"

5"

IG-1

IG-1IG-1

IG-1IG-1

Smooth face natural stone

S1

IG-1

IG-1IG-1

1'-8"

26

'-1

0"

1'-6"

Canopy in the distance

(not included in

calculation)

First Level - Finished Floor

0' - 0"

Second Level - Finished Floor

16' - 0"

Roof - Low Point

29' - 11"

Bottom of Tilt-Up

-0' - 5"

Top of Tilt-Wall - High

34' - 10"

A B C F G HEDB.1A.6AA

4'-

11

"1

3'-

11

"1

6'-

0"

5"

8'-

6"

20

'-9

"5

'-7

"

A.7

IG-1IG-2

IG-1IG-2

34

'-1

0"

5"

27'-0"

5'-0"1'-6"25'-6"53'-4 15/16"

7'-1"56'-11"

1'-4"15'-11" (5 equal spaces)

IG-2

IG-2

IG-2

IG-1

IG-2IG-2

IG-2

IG-2

IG-2 IG-2

IG-2

IG-2

IG-2 IG-2

S1 S1

MBK

MTR

AALPT6

AALAAL

S1

Equipment Screen

CS

5"

34

'-1

0"

Prefabricated

aluminum canopy

Brick

Rough cut natural stone

Aluminum plate wall

panel system

Aluminum-clad foam

panel fascia by walkway

cover manufacturer

1" insulated glass

107' - 0" to building line

easement

IG-1

IG-1

IG-1

IG-1

Canopy in the distance

(not included in

calculation)

First Level - Finished Floor

0' - 0"

Second Level - Finished Floor

16' - 0"

Roof - Low Point

29' - 11"

Bottom of Tilt-Up

-0' - 5"

Top of Tilt-Wall - High

34' - 10"

ABCFGH E D B.1 A.6 AA

4'-

11

"1

3'-

11

"1

6'-

0"

5"

1" Insulated glass

A.7

IG-1IG-1IG-1IG-1

IG-1

SG-1

34

'-1

0"

5"

4'-

11

"2

'-1

1"

6'-

6"

3'-

0"

1'-

6"

5'-

0"

3'-

0"

6'-

9 1

/8"

1'-

2 7

/8"

SG-1

SG-1

MBKS1 S1

IG-1 IG-1

MTR

?

107' - 0" to building line

easement

AAL

SG-1

Emergency

Generator Enclosure

Equipment Screen

S2 S2

CS

Rough cut natural stone

Smooth face natural

stone

Cast stone

AAL

Canopy in the

distance (not included

in calculation)

11275 S. Sam Houston Parkway W.

Suite 200

Houston, Texas 77031

(832) 554-1130

www.pwarch.com

P&W Commission Number Sheet Number

Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.

This document and the information herein is the property of PhiloWilke Partnership. No part hereof

shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as

expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this

document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing

restrictions and that this document will be held in trust and confidence subject only to the private use

expressly authorized by PhiloWilke Partnership.

Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:

Kevin A. TenBrook

9811

Interim Review Only

Not for regulatory approval, permit or construction.

By:

Tx. Reg. No.

Date:

10/30/2012 4:56:12 PM

Interstate Highway 30 and T.L. Townsend Drive

Rockwall, TX 75087

C:\

Use

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L_d

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.rv

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A-200212-020R

Exterior Elevations

Emerus Emergency

Hospital - Rockwall

MEP Engineering

Telios Corportation12946 Dairy Ashford, Suite 130 Sugar Land,

Texas 77478

Structural Engineering

ASA Dally Structural Engineers9800 Richmond Ave., Suite 460 Houston,

Texas 77042

Landscape Architect

Studio 13 Design Group

519 Bennett Lane, Suite 203 Lewisville, TX

75057

10/30/2012

1/8" = 1'-0"South Elevation 1

1/8" = 1'-0"East Elevation 3

1/8" = 1'-0"West Elevation 4

Finish Material Schedule - EXTERIOR

Mark Description Manufacturer Pattern/Line Color Notes

Walls

MBK Masonry Brick Interstate Brick Ochre Buff 2

PT6 Metal & Aluminum cladding paint Valspar SR:0.51 E:0.85 SRI:58 Champagn Gold (Metallic) 439RZ1826M 2

S1 Rough Cut Natural Stone - - Texana Cream 2

S2 Smooth Face Natural Stone Arriscraft International Cream 2

Ceilings

MTR Standing Seam Metal Roof Kynar 500 Copper/Light Bronze 2

Misc/Trim

AAL Metal Accents/Fascias Clear Anodized Aluminum 1,2

CS Cast Stone Cream

Notes to Schedule:

1. This finish is to be used on all aluminum mullions

2. Match Architect's sample

Material Percentages

Brick (MBK) - 43%

Rough Cut Natural Stone (S1) - 45%

Smooth Face Natural Stone (S2) - 8%

Metal Accents/Fascias(AAL) - 1%

Cast Stone (CS) - 3%

*Glazing & Frames not included

*Canopy in the distance not included

Material Percentages

Brick (MBK) - 30%

Rough Cut Natural Stone (S1) - 55%

Smooth Face Natural Stone (S2) - 0%

Metal Accents/Fascias (AAL) - 12%

Cast Stones (CS) - 3%

*Glazing & Frames not included

*Canopy in the distance not included

Material Percentages

Brick (MBK) - 25%

Rough Cut Natural Stone (S1)- 68%

Smooth Face Natural Stone (S2) - 3%

Metal Accents/Fascias (AAL) - 1%

Cast Stone (CS) - 3%

*Glazing & Frames not included

*Canopy in the distance not included

Roofing

No. Date Description

1 10/12/2012 Issued for Building Permit & Construction

First Level - Finished Floor

0' - 0"

Second Level - Finished Floor

16' - 0"

Roof - Low Point

29' - 11"

Bottom of Tilt-Up

-0' - 5"

Top of Tilt-Wall - High

34' - 10"

1 2 3 4 5 7 8 96 113.9 109.29.18.6

Aluminum plate wall panel system

5"

16

'-0

"1

3'-

11

"4

'-1

1"

IG-1 IG-1 IG-1 IG-1 IG-1

SG-1

5"

34

'-1

0"

8'-0"8'-0"9'-9 3/4"

25'-3"

SG-1

IG-1

MBKS1MTR

PT6

S2 S2S2

MBK AAL

AAL

MTR Equipment Screen

S2 S2 S2 S2S2S2

S1 CS

9'-

1"

3'-

6"

6'-

0"

3'-

6"

6'-

0"

6'-

9"

IG-1

IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1

Rough cut natural stone

Standing seam metal roof

Metal canopy

Standing seam metal roof

IG-1IG-1IG-1

IG-1 IG-1IG-1 IG-1

SG-1

SG-1

SG-1

26

'-1

0"

EQEQ

26

'-1

0"

EQEQ

Canopy in the

distance (not

included in

calculation)

First Level - Finished Floor

0' - 0"

Second Level - Finished Floor

16' - 0"

Roof - Low Point

29' - 11"

Bottom of Tilt-Up

-0' - 5"

Top of Tilt-Wall - High

34' - 10"

12

4'-

11

"1

3'-

11

"1

6'-

0"

5"

3'-

1"

34

'-1

0"

5"

MBK

S1

MTR

S2

1" insulated glass

IG-1

IG-1

Rough cut natural stone

Cast stone

Emergency Generator Enclosure

139' - 0" to

building line

easement 13

'-0

"

First Level - Finished Floor

0' - 0"

Second Level - Finished Floor

16' - 0"

Roof - Low Point

29' - 11"

Bottom of Tilt-Up

-0' - 5"

Top of Tilt-Wall - High

34' - 10"

1

5"

16

'-0

"1

3'-

11

"4

'-1

1"

5"

34

'-1

0"

MBK

S1

MTR

139' - 0" to building line

easement

Pre-finished metal coping

IG-1

8'-

0"

S1

Rough cut natural stone on

all sides of dumpster

11275 S. Sam Houston Parkway W.

Suite 200

Houston, Texas 77031

(832) 554-1130

www.pwarch.com

P&W Commission Number Sheet Number

Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.

This document and the information herein is the property of PhiloWilke Partnership. No part hereof

shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as

expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this

document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing

restrictions and that this document will be held in trust and confidence subject only to the private use

expressly authorized by PhiloWilke Partnership.

Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:

Kevin A. TenBrook

9811

Interim Review Only

Not for regulatory approval, permit or construction.

By:

Tx. Reg. No.

Date:

10/30/2012 4:56:14 PM

Interstate Highway 30 and T.L. Townsend Drive

Rockwall, TX 75087

C:\

Use

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\Do

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12

-02

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tra

l) F

INA

L_d

gri

ffin

.rv

t

A-201212-020R

Exterior Elevations

Emerus Emergency

Hospital - Rockwall

MEP Engineering

Telios Corportation12946 Dairy Ashford, Suite 130 Sugar Land,

Texas 77478

Structural Engineering

ASA Dally Structural Engineers9800 Richmond Ave., Suite 460 Houston,

Texas 77042

Landscape Architect

Studio 13 Design Group

519 Bennett Lane, Suite 203 Lewisville, TX

75057

10/30/2012

1/8" = 1'-0"North Elevation 1

1/8" = 1'-0"South Elevation - Mechanical 4

1/8" = 1'-0"North Elevation - Mechanical 2

Finish Material Schedule - EXTERIOR

Mark Description Manufacturer Pattern/Line Color Notes

Walls

MBK Masonry Brick Interstate Brick Ochre Buff 2

PT6 Metal & Aluminum cladding paint Valspar SR:0.51 E:0.85 SRI:58 Champagn Gold (Metallic) 439RZ1826M 2

S1 Rough Cut Natural Stone - - Texana Cream 2

S2 Smooth Face Natural Stone Arriscraft International Cream 2

Ceilings

MTR Standing Seam Metal Roof Kynar 500 Copper/Light Bronze 2

Misc/Trim

AAL Metal Accents/Fascias Clear Anodized Aluminum 1,2

CS Cast Stone Cream

Material Percentages

Brick (MBK) - 45%

Rough Cut Natural Stone (S1) - 42%

Smooth Face Natural Stone (S2) - 9%

Metal Accents/Fascias (AAL) - 2%

Cast Stones (CS) - 2%

*Glazing & Frames not included

*Canopy in the distance not included

Roofing

Notes to Schedule:

1. This finish is to be used on all aluminum mullions

2. Match Architect's sample

1/8" = 1'-0"Dumpster Enclosure - Elevation 12

No. Date Description

1 10/12/2012 Issued for Building Permit & Construction

Exterior Rendering Copper Option

Exterior Rendering Champagne Gold Option

Universal "wheelchair" symbol

on painted aluminum w/ non

glare finish.

1/2" stainless steel bolts

2" x 12" steel tube

Finish grade

1' x 6" x 2'-3" deep

concrete footing

Note: Provide at each accessible handicapped parking space

1'-

6"

1'-0"

RESERVED

PARKING

3"

1'-

0"

-

2

'-0

"

5

'-0

"

2'-0" dia.

4'-

0"

2'-

6"

FAA Type L-806 wind cone

with internal LED illumination,

supplied and installed by G.C.

3/4" Chamfer

Anchor bolts

Painted concrete footing

Finish grade

Electrical conduit

through center

of footing

#3 Stirrups @ 12" o.c.

4" vertical bars

equally spaced

7'-

6"

to t

op

of

ob

stru

ctio

n lig

ht

CL

8"

6"

Two #4's x 12" long

dowels into paving

Two #4's

Concrete wheel stop

Paving surface

Finish Grade

Varies

InteriorExterior

A-50010

1'-0"

7 5/8" cmu wall

Prefinished metal coping

4"

Adjustable ties every

16"

Rough cut natural stone

12

co

urs

es

at

8'-

0"

6"

6"

2'-

6"

3'-

0"

Concrete cap

Scheduled 40 steel

pipe.

Grind pipe edge smooth

Concrete fill

Paint OSHA safety yellow

#5 Vertical rebar at 12"

o.c.

Concrete footing

1'-0" 1'-0"

#4 Horizontal rebar at

10" o.c.

Studs, 4 1/2" x 4" at

12" o.c.

Concrete where

specified, see Civil

drawings

6" 4" 4' - 6 1/2" 4' - 6 1/2" 4" 6" 4" 4' - 6 1/2" 4' - 6 1/2" 4" 6"

EQ EQ EQ EQ

1' - 5 1/2" 21' - 4" to the face of CMU 1' - 5 1/2"

24' - 3"

Metal louvered gate,

painted

Provide hasp with lock

Gate hinge system

welded to tubes

Provide one cane bolt

per leaf and receiver

sleeve at closed and

fully open positions

Prefinished metal coping

Finish Grade

Varies

6" concrete curb,

see Civil drawings

A-50521

Prefinished metal coping

Finish Grade

Varies

Rough cut natural

stone

See plan

16

A-504

8'-

0"

Gate hinge system

welded to tubes

6" galvanized steel

square tube, grout

filled, painted with

solid cap

Sealant and

compressible joint

filler

Concrete foundation

by gate supplier

1'-2"

Finish Grade

Varies

See Plan 6" 2"

8'-

0"

3'-

0"

Prefinished metal coping

2" 6" 9'-9" 6" 9'-9" 6" 2"

Inside face of CMU = 22'-0"

Insi

de

fa

ce o

f C

MU

= 1

0'-

8"

16

A-505

16

A-505

9

A-505

19

A-505

1'-6 1/2" 1'-6 1/2"

1'-

0"

Opening

9'-7"

Sign

9'-5"

12'-8"

8'-

0"

4"

Op

en

ing

4'-

8"

8 3

/8"

3 5

/8"

1'-

0"

Sig

n

4'-

6"

Cap stone

1 1/2" drystack

limestone veneer on

mortar bed on 7-5/8"

CMU block

3-5/8" cast stone sill

Internally illuminated

sign by others

Graded earth; see

landscape/civil

1 1/2" drystack

limestone veneer on

mortar bed on 7-5/8"

CMU block

23

A-505

4'-

6"

Sig

n H

eig

ht

3/4"

1 1/2"

7 5/8"

1 1/2"

3/4"

Cap stone

Masonry bond beam

with steel

reinforcing, see

Structural drawings

Internally

illuminated sign by

others

Concrete footing,

see Structural

drawings

Stone accent band

1 1/2" drystack

limestone veneer on

1/4" mortar bed

1'-

0"

(7)

8"

CM

U

4'-

8"

Op

en

ing

2'-

0"

1'-

0"

3 5

/8"

10 5/8"

CMU block with steel

reinforcing, see Structural

drawings

4"

3"

1'-0"

11275 S. Sam Houston Parkway W.

Suite 200

Houston, Texas 77031

(832) 554-1130

www.pwarch.com

IN

A.T EN

B

ROO

K

ED A

TE

S

REGIS

TE

TEOF T

S

EX

A

R

CT

RCH

I

T

A 9 8 1 1

KE

V

P&W Commission Number Sheet Number

Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.

This document and the information herein is the property of PhiloWilke Partnership. No part hereof

shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as

expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this

document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing

restrictions and that this document will be held in trust and confidence subject only to the private use

expressly authorized by PhiloWilke Partnership.

Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time: 10/12/2012 11:52:50 AM

Interstate Highway 30 and T.L. Townsend Drive

Rockwall, TX 75087

C:\

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A-505212-020R

Site Details

Emerus Emergency

Hospital - Rockwall

MEP Engineering

Telios Corportation12946 Dairy Ashford, Suite 130 Sugar Land,

Texas 77478

Structural Engineering

ASA Dally Structural Engineers9800 Richmond Ave., Suite 460 Houston,

Texas 77042

Landscape Architect

Studio 13 Design Group

519 Bennett Lane, Suite 203 Lewisville, TX

75057

10/12/2012

1 1/2" = 1'-0"ADA Parking Sign 3

1" = 1'-0"Wind Sock Detail 11

3" = 1'-0"Wheel Stop Detail 4

3/4" = 1'-0"Dumpster Enclosure Wall Section 16

3/4" = 1'-0"Pipe Bollard 13

3/8" = 1'-0"Dumpster - North Elevation 9 3/8" = 1'-0"Dumpster - East Elevation 19

3/4" = 1'-0"Dumpster Detail 21

1/4" = 1'-0"Enlarged Site Plan - Dumpster 8

No. Date Description

1 10/12/2012 Issued for Building Permit & Construction

3/8" = 1'-0"Monument Sign - Elevation 18 1 1/2" = 1'-0"Monument Sign - Section 23

11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com

SHEET

L1 of 3

Plan

ting

Plan

LAN

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S

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ATE

PROJECT

PWP003

City

of R

ockw

all,

Roc

kwal

l Cou

nty,

Tex

as

Emer

us E

mer

genc

y H

ospi

tal

11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com

SHEET

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PROJECT

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as

Emer

us E

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genc

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ospi

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# P

LAN

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BY

DAT

E

11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com

SHEET

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PROJECT

PWP003

LAN

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nty,

Tex

as

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us E

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genc

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ospi

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# P

LAN

REV

IEW

REV

ISIO

NS

BY

DAT

E

Emergency(Walk-In)

MOB Entry

InpatientVisitors

Emergency

Generator

Serv

iceDriv

e

Dumpster

Enclosure

Emer

gency

(Ambu

lance

)

SHEET

IR1 of 3

Irrig

atio

n Pl

an

PROJECT

PWP00311275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com

LAN

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APE

PLA

N#

P L

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D

ATE

City

of R

ockw

all,

Roc

kwal

l Cou

nty,

Tex

as

Emer

us E

mer

genc

y H

ospi

tal

11275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com

SHEET

IR2 of 3

Irrig

atio

n D

etai

ls

PROJECT

PWP003

LAN

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ION

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BY

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ATE

City

of R

ockw

all,

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Tex

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Emer

us E

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genc

y H

ospi

tal

SHEET

IR3 of 3

Irrig

atio

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etai

ls

PROJECT

PWP00311275 S. Sam Houston Parkway W.Suite 200Houston, Texas 77031(832) 554-1130www.pwarch.com

NOT TO SCALE

BACKFLOW PREVENTER CONNECTION

NOT TO SCALE

WALL MOUNTED CONTROLLER

NOT TO SCALE

IRRIGATION TRENCH

NOT TO SCALE

ROTARY SPRAY HEAD

LAN

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APE

PLA

N#

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City

of R

ockw

all,

Roc

kwal

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nty,

Tex

as

Emer

us E

mer

genc

y H

ospi

tal

Designer

Date

Scale

Drawing No.

S Ying

Oct 8, 2012

1" = 30'

EEH-ROCKWALL-1

1 of 1

EM

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WA

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0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.4

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.4

0.4

0.4

0.6

0.7

0.8

0.9

0.9

0.5

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.5

0.9

1.7

3.6

2.9

2.6

1.2

0.4

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.6

1.8

7.9

10.6

9.8

4.6

1.6

0.5

0.3

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.6

4.0

2.1

1.1

0.9

0.6

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.4

0.5

0.6

1.1

7.3

2.8

1.0

0.5

0.3

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.3

0.7

1.4

3.0

6.0

1.4

0.6

0.5

0.5

0.4

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.2

0.4

1.1

4.4

3.4

4.3

1.9

1.4

1.0

0.6

0.4

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.4

1.2

2.6

1.7

1.7

2.0

7.3

2.5

0.9

0.5

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.5

2.0

2.1

1.6

0.8

1.7

6.7

1.1

0.6

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.3

0.6

0.9

2.0

2.5

1.8

1.3

1.0

1.6

2.3

0.6

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.5

1.2

3.8

2.8

2.0

1.4

1.5

2.0

0.6

0.6

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.5

2.0

2.3

1.2

1.7

1.2

0.8

0.6

0.4

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.5

2.9

9.4

12.4

6.3

4.4

1.5

1.8

1.0

0.9

0.7

0.5

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

1.6

5.4

7.7

5.1

6.3

5.8

1.5

5.8

3.1

1.5

0.8

0.5

0.3

0.3

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.6

1.2

2.7

4.9

4.5

4.5

4.2

3.0

0.3

2.0

3.5

6.6

6.3

2.7

0.9

0.6

0.4

0.4

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.5

1.0

1.9

5.7

4.0

3.3

2.7

2.2

3.2

5.1

6.2

6.3

1.2

0.7

0.6

0.5

0.5

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.3

0.5

0.9

1.8

7.1

4.0

2.9

2.2

1.8

1.4

4.3

4.4

1.9

1.1

1.0

0.8

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.4

0.8

1.7

6.5

1.7

1.5

1.0

2.6

4.8

6.7

2.7

1.3

0.7

0.5

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.6

1.1

2.3

1.9

1.7

1.3

1.8

2.5

2.9

3.4

4.5

7.8

1.8

0.8

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.4

0.6

0.9

2.1

2.6

2.1

1.4

2.0

2.8

3.9

6.4

2.4

0.9

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.5

0.9

2.0

3.8

2.4

1.7

2.0

3.2

2.1

0.9

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.4

0.7

1.7

5.3

3.7

2.3

1.7

1.2

2.8

1.2

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.4

0.6

1.6

2.2

1.8

1.1

1.5

2.6

4.2

1.4

0.7

0.5

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.5

1.1

4.6

2.6

1.6

1.0

1.5

2.5

4.7

6.6

1.8

1.0

0.6

0.4

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.5

0.8

1.7

3.2

2.5

1.2

1.6

2.8

1.7

1.0

0.6

0.4

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.6

0.9

1.2

1.4

2.0

2.5

3.0

6.1

0.3

1.5

1.9

2.3

1.4

0.9

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.4

0.6

0.8

1.1

1.5

2.0

3.0

3.6

7.1

5.1

0.5

0.5

0.5

1.4

1.9

2.5

3.2

1.3

0.9

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.4

0.5

0.7

1.1

1.6

2.4

4.1

5.0

3.3

1.0

1.2

1.1

0.9

0.7

0.8

2.4

3.3

2.1

1.4

1.0

0.7

0.5

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.5

0.7

1.1

1.9

3.2

5.2

6.6

3.1

1.2

1.2

1.0

2.1

2.4

2.2

1.5

1.1

0.8

0.5

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.5

0.7

1.2

1.9

3.3

5.2

1.5

1.8

2.3

3.4

3.9

3.7

6.3

3.1

2.2

1.6

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.6

1.2

1.8

3.0

4.3

2.5

3.7

5.4

5.8

5.2

5.3

3.8

2.9

2.3

1.7

1.2

0.9

0.6

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.4

0.5

1.0

1.9

3.1

2.3

2.9

4.4

6.1

7.1

3.6

2.8

2.1

1.4

0.9

0.7

0.5

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.5

1.0

2.5

4.8

2.7

1.5

1.0

0.7

0.5

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.5

1.1

5.7

9.6

7.8

5.5

3.6

1.9

1.2

0.7

0.5

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.6

1.7

8.6

13.1

10.6

5.8

2.1

1.3

0.8

0.5

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.3

0.6

1.5

7.1

11.6

10.4

5.7

3.3

1.9

1.2

0.8

0.5

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.4

0.8

1.8

5.1

5.2

3.7

2.3

1.6

1.1

0.7

0.5

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.4

0.5

1.3

1.6

1.8

1.6

1.9

1.4

0.9

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.4

0.7

0.9

1.0

1.6

2.6

1.8

1.2

0.8

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.4

0.5

0.7

1.1

3.6

4.5

2.8

1.8

1.1

0.7

0.5

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.4

0.7

1.5

2.8

4.6

5.9

4.4

2.5

1.5

0.9

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.5

0.7

0.8

0.9

1.2

3.2

4.1

4.1

3.0

1.7

1.1

0.7

0.5

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.3

0.4

0.4

0.4

0.5

0.9

4.0

8.7

1.9

1.7

2.0

2.3

2.3

1.8

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.5

1.0

2.1

2.3

1.3

1.0

1.2

1.8

3.7

4.6

2.9

1.5

1.2

1.2

1.3

1.4

1.4

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.4

0.5

0.8

0.7

0.5

0.5

0.5

0.6

0.9

1.3

1.2

0.9

0.8

0.8

0.9

0.9

0.9

0.7

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.4

0.4

0.3

0.3

0.3

0.4

0.5

0.6

0.7

0.6

0.6

0.6

0.6

0.6

0.5

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.3

0.3

0.4

0.4

0.4

0.4

0.4

0.4

0.4

0.3

0.3

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.3

0.3

0.3

0.3

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

2.6

1.9

2.0

10.6

8.4

5.3

7.3

10.9

10.4

7.4

10.3

13.5

13.2

7.9

3.1

3.6

9.1

10.4

8.0

6.5

7.8

9.3

9.1

7.4

6.0

7.6

4.0

4.1

6.1

6.0

4.8

4.4

4.5

5.0

5.3

7.7

12.3

12.5

7.9

10.1

10.2

7.2

5.1

3.8

3.2

2.8

2.7

2.8

6.3

10.2

12.8

8.6

2.9

7.8

13.0

11.8

7.4

4.6

3.4

1.5

2.8

4.2

6.4

8.2

6.3

5.4

7.7

6.3

10.7

8.7

5.7

3.9

2.8

2.6

3.7

4.7

5.4

8.2

12.6

11.8

2.7

4.5

6.6

5.8

4.4

3.4

3.0

4.2

6.5

10.1

11.7

6.7

1.9

7.8

7.4

5.9

5.2

4.8

4.4

3.7

2.7

4.0

5.8

6.6

4.2

1.8

1.1

9.0

13.0

11.1

6.8

5.3

4.9

5.5

5.2

3.8

2.4

3.2

3.7

3.0

2.2

1.7

1.5

9.4

6.1

5.0

5.4

6.4

2.1

2.4

2.7

3.0

2.9

2.6

2.3

6.7

5.2

4.7

2.1

3.1

4.4

4.9

4.3

4.1

5.0

4.6

5.9

6.0

5.5

6.7

10.1

12.7

9.3

4.8

9.2

8.5

6.6

9.4

13.2

11.6

4.4

7.4

13.2

11.7

4.7

6.4

8.5

8.4

3.9

2.2

11.9

12.4

7.2

4.2

2.9

2.2

3.0

3.8

4.9

4.0

4.4

6.6

6.4

7.7

5.7

4.0

3.1

2.4

2.0

7.0

12.0

12.1

3.0

3.8

3.9

3.6

3.0

2.7

2.6

10.7

13.1

8.5

3.8

5.5

5.2

4.2

3.9

4.3

4.5

4.9

7.3

8.8

5.7

9.5

8.6

6.4

5.5

6.3

6.5

5.4

4.0

5.4

5.9

4.1

2.1

6.9

12.9

12.6

8.7

6.5

6.5

7.0

6.0

4.1

2.8

5.8

5.8

4.3

2.5

10.0

12.0

8.4

5.5

5.1

5.6

5.0

4.0

3.3

2.9

6.8

4.7

2.9

5.0

3.8

3.8

3.9

4.1

4.1

3.8

4.1

4.4

4.2

2.6

4.5

6.2

6.6

4.5

3.4

3.7

4.2

5.2

6.4

2.7

3.8

4.9

4.8

3.6

3.9

4.5

5.7

7.2

3.9

4.2

3.8

3.0

2.0

5.2

4.9

5.1

5.9

6.2

4.8

1.9

4.1

5.1

4.9

3.8

2.8

6.5

5.1

4.6

4.4

4.5

4.3

3.7

2.6

1.6

2.5

2.9

3.8

5.3

6.9

6.2

4.4

3.0

6.7

5.8

4.6

3.7

3.5

3.9

4.6

4.9

4.1

3.2

2.2

1.6

3.6

4.3

6.1

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

13.7

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.10.1

0.10.1

0.1

0.10.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.00.00.00.00.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0

0.0

0.0

0.0

0.00.0 0.0

0.0

0.0

0.0

0.0

0.0

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.20.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

PF

PF

PF

PF

PF

PF

PF

PF

PF

PF

PF

PF

PF

PF

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

Plan ViewScale 1" = 30'

LUMINAIRE SCHEDULE

Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp

PF 14 P400MH00FSX--HSS.ies

40000 0.72 454

PW 12 P400MH00WSX.ies

40000 0.72 454

HolophaneP400PM48FSX-HSSBK

Single Pechina, ForwardThrow Distribution withHouse Side Shield, Sagglass lens, 480V

(1) Venture 40124; ClearHorizontal 400W PulseStart MH; MS400W/H75/ED28/PS/740

HolophaneP400PM48WSX

Single Pechina, WideDistribution, Sag glasslens, 480V

(2) Venture 40124; ClearHorizontal 400W PulseStart MH; MS400W/H75/ED28/PS/740

STATISTICS

Description Symbol Avg Max Min Max/Min Avg/Min CV

Entire Site 1.3 fc 13.7 fc 0.0 fc N / A N / A 1.8

5.1 fc 13.7 fc 1.1 fc 12.5:1 4.6:1 0.5

0.1 fc 0.2 fc 0.0 fc N / A N / A 0.7

Parking Area

Property Line

NOTES

1. Mounting Height = 25' Pole + 3' Base = 28'

2. Light Loss Factor = 0.80 LLD x 0.90 LDD x 1.0 BF = 0.72

3. No contribution from any lighting sources other than light fixtures indicated in Luminaire Schedule have been considered in this calculation.

4. No reflectances have been considered in this calculation.

5. Shadowing from buildings and canopies have been considered in this calculation.

6. Coefficient of Variance = Average Deviation / Average Illumination. CV=0.0 is perfectly uniform.