MEMORANDUM · MEMORANDUM N:\31669-381\Engineering\Corresp\Memos\ REV_MD 500 Lighting Memo_Phase2_Hyattsville_2017-0327.docx Date: March 28, 2017 To: Michael Osborne/Ramesh Sreerama

$Page 1: MEMORANDUM · MEMORANDUM N:\31669-381\Engineering\Corresp\Memos\ REV_MD 500 Lighting Memo_Phase2_Hyattsville_2017-0327.docx Date: March 28, 2017 To: Michael Osborne/Ramesh Sreerama$
MEMORANDUM

N:\31669-381\Engineering\Corresp\Memos\ REV_MD 500 Lighting Memo_Phase2_Hyattsville_2017-0327.docx

Date: March 28, 2017

To: Michael Osborne/Ramesh Sreerama (TEDD) Work Order Number: 31669-381

From: Jeremy Mocny/James Rasmussen Contract Number: PG3645184

Subject: MD 500 Pedestrian Lighting - Phase 2 within City of Hyattsville Limits

Project: MD 500 Community Safety and Enhancement Project from DC Line to MD 208

CC:

This is an update to the December 2015 memo submitted to SHA regarding project wide pedestrian lighting. The MD 500 Community Safety and Enhancement Project from DC Line to MD 208 spans three local jurisdictions, starting with Prince George’s County at the southern project limit, City of Mount Ranier in the middle of the project, and the City of Hyattsville at the norther project limit. This memo reflects the current pedestrian lighting design intent within the City of Hyattsville limits only, based on discussions with the SHA project team and the City of Hyattsville. Design coordination and review with SHA and the City of Hyattsville is on-going.

Project Background Whitman, Requardt, and Associates (WRA) has been tasked with preparing pedestrian lighting plans to support SHA Office of Highway Development’s (OHD) project along MD 500 from the DC line to MD 208. As part of the project, MD 500 will be resurfaced, medians will be constructed, along with the reconstruction of sidewalk, curbs, and gutters. This is phase 2 of a project to enhance MD 500 from the DC line to MD 410. Phase 1 of the project, from MD 208 to MD 410 and entirely within the limits of the City of Hyattsville, is currently under construction. The lighting plans were prepared for that project by WRA. After performing our initial field survey, existing decorative lighting was noted at the MD 500 and MD 208 intersection; however, the existing decorative lighting is not continuous throughout the Phase 2 project limits. There are also utility pole mounted lease lights spaced sporadically throughout the project limits and vary by location. The lease light wattages (W) range from 70W, 100W, 150W, 175W, 250W, to 400W.

Lighting Analysis/Design WRA utilized the same analysis and design approach for pedestrian lighting along the sidewalks as used for the Phase 1 project. WRA analyzed the light levels on the sidewalk provided by all existing lights and determined that the existing light levels provided does not meet SHA’s sidewalk lighting requirements. The proposed option includes selective addition of decorative pedestrian lights where utility pole mounted lease lights do not provide adequate light levels on the sidewalk. A summary of the proposed lighting option developed is provided below; see attached photometric plans for proposed light pole locations. Light levels along the roadway were not calculated nor considered.

Existing Lighting Conditions As mentioned above, there is a mix of lease lights and decorative lights along the MD 500 corridor. The existing lease lights and decorative pedestrian lights do not meet the lighting requirements of IES RP-8 for the sidewalks at all locations. Evaluating the existing light levels in our photometric software, Visual, the light levels do not meet the minimum required as per RP-8 for the sidewalk, as listed in the tables below.

IES RP-8 Light Level Requirements

Min. Avg. (fc) Uniformity Ratio (avg./min.) Veiling Luminance (max. vertical luminance/avg. horizontal

luminance)

Sidewalk (See Note) 0.5 4.0 0.3

Note: Medium Density Residential (IES RP-8, Section 3, Table 6)

March 28, 2017 Page 2 31669-381

N:\31669-381\Engineering\Corresp\Memos\REV_MD 500 Lighting Memo_Phase2_Hyattsville_2017-0328.docx

Proposed Option For the proposed option, the existing conditions were taken into consideration. In locations where the requirements were not met, we first examined upgrades to the existing lease lights, including adding lease lights to existing utility poles that do not currently have lease lights, and increasing the wattage of the existing lease lights. If after modifying existing lease lights the lights still did not produce the required light levels per RP-8, we added 150 watt decorative pedestrian lights in these locations. The sidewalks were evaluated separately on a block by block basis and along each side of MD 500. We began our analysis using the fixture from the Phase 1 design (150 Watt HPS Type III, 17’ mounting height, Cooper Lighting Model No. ACN15SP233142BKA). After completing our horizontal illuminance lighting analysis using this fixture, it was determined that this particular fixture did not meet the veiling luminance requirements as detailed in the table above from RP-8. A similar type III distribution fixture utilizing cut-off optics (Basis of Design: 150 Watt HPS Type III Cut-off, 17’ mounting height, Cooper Lighting Model No. ACN15SP23C142BKA) was then selected for both horizontal illuminance analysis and veiling luminance analysis. The veiling luminance values were calculated using the Visual Roadway Tool (VRT) provided by Acuity Brands Lighting, since Visual Professional Edition (VPE) does not have the capability to compute the veiling luminance ratio. The VRT only allows analysis of one fixture type on each side of the street. This limitation did not allow us to compute the veiling luminance ratio for all blocks since most of the blocks in the project limits have a mixture of existing HPS lease lights and proposed ornamental pedestrian lights interspersed on the same side of the street. Due to this limitation, we chose a a project representative block along MD 500 just west of the Chillum Road intersection. At this location, there are proposed ornamental pedestrian lights along MD 500 westbound and existing lease lights along MD 500 eastbound. Below the Lighting Summary table are the results from the VRT. The veiling luminance requirements were met for both eastbound and westbound MD 500 at this location. This should indicate that the remaining blocks would likely also meet the veiling luminance ratio requirements.

March 28, 2017 Page 3 31669-381


The lighting summary table below lists the proposed option throughout the City of Hyattsville limit. In the proposed conditions, all blocks except for three meet the minimum average light level requirements and uniformity ratio, as noted in the Remarks” column.

Lighting Summary (Illuminance Levels) – Sidewalk Only

Location/Calculation Zone (E – MD 500 Eastbound; W – MD 500

Westbound)

Proposed Conditions Proposed No. of

Pedestrian Poles

Remarks Avg. (fc)

Uniformity Ratio

(avg./min.)

E – Bridge 0.7 7.0:1 - Due to the length of the existing bridge, it was not possible to install pedestrian lights on the approach and departure and meet the lighting requirements. There are no existing utility poles to install lease lights as is the case along MD 500 westbound.

E – Station 246+00 to MD 208 1.3 3.3:1 10 -

March 28, 2017 Page 4 31669-381


MD 208 – Station 181+60 to Project Limits, Left

1.8 3.6:1 - There are currently 6 pedestrian lights and 3 lease lights in this block. Due to the proposed removal of the existing acceleration lane and revision to the sidewalk location, 2 of the existing pedestrian lights will be relocated.

W – Bridge 0.7 1.8:1 - -

W – Station 245+50 to Jamestown, Left

1.6 4.0:1 2 -

W – Station 248+50 to 171+50, Left 1.7 3.4:1 3 -

W – Station 171+50, Right to 253+25, Left

1.4 3.5:1 2 -

W – Station 252+00, Left 1.0 1.0:1 - Proposed signal mounted luminaire provides light levels in the median cut-through 0.1 foot-candles below minimum

W – Station 252+50, Left 1.1 1.2:1 - -

W – Station 253+50 to 254+00, Left 0.0 N/A - This location doesn’t meet the lighting requirements. There are under canopy lights and parking lot lights that were not modeled which likely provide adequate light levels to meet the requirements. The existing parking lot paving is right up against the back of proposed sidewalk, preventing the installation of a pedestrian light.

W – Station 254+50 to 256+25, Left 0.9 3.0:1 1 -

W – Station 256+50 to 259+50, Left 0.9 3.0:1 2 -

W – Station 259+75 to 260+25, Left 1.5 3.8:1 1 -

W – Station 260+50 to 261+50, Left 1.3 2.6:1 1 -

W – Station 261+50 to 262+00, Left 1.0 2.5:1 - -

Note: Uniformity ratios less than the minimum are considered more uniform and therefore are acceptable.

Summary The proposed option includes the following:

22 new ornamental pedestrian lights

2 existing ornamental pedestrian light relocations

No additional lease lights or lease light upgrades

jrasm

ussen

BY:

SEE TITLE SHEET

209

Whitman, Requardt & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231

PG3645184

FROM DC LINE TO MD 208

PRINCE GEORGE'S

MD 500 COMMUNITY SAFETY AND ENHANCEMENT PROJECT

jrasm

ussen

SHEET NO. OF

OFFICE OF TRAFFIC & SAFETY

BY:

TRAFFIC ENGINEERING DESIGN DIVISION

REVISIONS

N:\31669-381\CADD\Photometric Plan Sheet Submission\Hyattsville Memo_2017-0328\pLT-P008_MD500EXT.dgnFILE:

PLOTTED:

OFDRAWING NO.

March 28, 2017

STATE HIGHWAY ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

STATE OF MARYLAND

-

TOD NO.

TIMS NO.

CONTRACT NO.

COUNTY

LOGMILE

SCALE

DESIGNED BY

DRAWN BY

CHECKED BY

F.A.P. NO.

LT

1" = 30'

J. MOCNY

DATE

J. RASMUSSEN

J. RASMUSSEN 16050000.00-16050001.16

MARCH 2017

EOIEOIEOIEOI

EOI

EOI

ELEC OUTLET

EOI

EOI

EOI

LOOP

EOI

ELEC OUTLET

EOI

EOI

AIR PUMP

EOI

PANEL POLE

ANTENNA/SOLAR

CAESARS PIZZAELEC; LITTLE

VACUUMGAS STATION

ELEC HBX

13C&P

SIG

NA

L

TR

AFFIC

EXXON

ELEC;

OUTLETELEC

0.5' DIA.ELEC HBX

8050940-72018

PEP

CO

SIGNALTRAFFIC

HBXELEC

809406-3599

PEPCO

WALK SIGNAL

EL

EC

HB

X

TRAFFIC SIGNAL

SUNOCO ELEC;

ELEC HBX

PEPCO

ELEC HBX

EL

EC

HB

X

ELEC HBX

EOI

EOI

ELEC OUTLET

EOI

EOI

EOI

LOOP

EOI

ELEC OUTLET

EOI

EOI

EOI

PANEL POLE

ANTENNA/SOLAR

ELEC HBX

13C&P

OUTLETELEC

0.5' DIA.ELEC HBX

8050940-72018

PEP

CO

HBXELEC

809406-3599

PEPCO

EL

EC

HB

X

ELEC HBX

PEPCO

ELEC HBX

EL

EC

HB

X

ELEC HBX

VE

RIZ

ON

VERIZON

VERIZON CNDT

VE

RIZ

ON

EOI

EOI

ELEC OUTLET

EOI

EOI

EOI

LOOP

EOI

ELEC OUTLET

EOI

EOI

EOI

PANEL POLE

ANTENNA/SOLAR

ELEC HBX

13C&P

OUTLETELEC

0.5' DIA.ELEC HBX

8050940-72018

PEP

CO

HBXELEC

809406-3599

PEPCO

EL

EC

HB

X

ELEC HBX

PEPCO

ELEC HBX

EL

EC

HB

X

ELEC HBX

VE

RIZ

ON

VERIZON

VERIZON CNDT

VE

RIZ

ON

EOI

EOI

ELEC OUTLET

EOI

EOI

EOI

LOOP

EOI

ELEC OUTLET

EOI

EOI

EOI

PANEL POLE

ANTENNA/SOLAR

ELEC HBX

13C&P

OUTLETELEC

0.5' DIA.ELEC HBX

8050940-72018

PEP

CO

HBXELEC

809406-3599

PEPCO

EL

EC

HB

X

ELEC HBX

PEPCO

ELEC HBX

EL

EC

HB

X

ELEC HBX

VERIZON CNDT

VE

RIZ

ON

VERIZON

VERIZON CNDT

VE

RIZ

ON

VERIZON CNDT

SS

E

E.M.

WS

SC 8"

W

SS

G

GW.M.

TT

W

T

T

W

W

G

W.M.

SS

W

JB

G

PHONE

G

HB

X

G

W

T

JB

W

W

SS

E.M.

JB

G

WG 2" P

L

WG 2" W/S

WG 2" W/S

WG 16

" W/

S

WG 6" S

TL

WG 2" P

L

WG 2" W/S

WG 2" W/S

WG 16

" W/

S

WG 6" S

TL

WG 2" P

L

WG 2" W/S

WG 2" W/S

WG 16

" W/

S

WG 16

" W/

S

WG 6" S

TL

SHA

PRIVATE

PEPCO

PRIVATE

PRIV

AT

E

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PEPCO

SHA

PRIVATE

PEPCO

PRIVATE

PRIV

AT

E

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PEPCO

SHA

PRIVATE

PEPCO

PRIVATE

PRIV

AT

E

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PEPCO

WS

SC 12

"

WS

SC 12

"

WSSC 12"

240+00

241+00

242+00

243+00

244+00245+00 246+00

150

+00

151+

00

152

+00

152

+50

152

+50

18" RCP

SD

W

E.M.

SS

W

E.M.

HB

X

SD

SS

HB

X

HB

X

HB

X

HB

XT

SD

SS

G

HB

X

PHONE

T

SS

T

SD

T

SD

W.M.

T

G

HB

X

G

W

SD

M.B.

W

PHONE

SD

W

PHONE

SS

LA

OU

N

T

E

C

PHONE

W.M.

HB

X

W

VE

NT

G

HB

X

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

IN

V

SD

IN

V

SD

IN

V

IN

V

IN

V

IN

V

IN

V

E.M.

IN

V

HB

X

IN

V

W

SS

W.M.

SD

G

G

PHONE

SD

T T

W

T

T

SS

W

W.M.

SS

PHONE

W

HB

X

PHONE

HB

X

HB

X

VE

NT

G

HB

X

SD

SD

HB

X

SS

LA

OU

N

T

E

C

WW

T

HB

X

SS

SD

SD

SD

E.M.

G

HB

X

M.B.

HB

X

PHONE

W

W

W.M.

W.M. H

0.9

0.8

0.8

0.8

0.8

0.9

0.8

0.9

0.9

1.0

1.1

1.4

1.6

2.0

1.8

1.9

0.9

0.5

0.4

0.3

0.2

0.1

0.1

0.1

0.1

0.2

0.2

0.4

0.3

0.5

1.0

1.4

1.9

2.1

1.3

1.0

0.7

1.2

1.2

1.8

2.1

1.3

0.6

0.7

0.4

0.6

0.7

1.3

1.1

0.8

0.8

0.7

0.6

0.5

0.5

0.5

0.5

0.4

0.5

0.5

0.5

0.6

0.6

0.7

0.8

1.01.1

1.5

1.6

2.0

2.0

2.1

1.7

1.4

0.9

0.7

0.6

0.5

0.4

0.4

0.4

0.4

0.4

0.5

0.5

1.1

0.9

1.9

2.1

1.2

WITH PHOTOCELL TO REMAIN

EXISTING ORNAMENTAL LIGHT POLE AND FIXTURE

EXISTING 250W HPS SIGNAL POLE LIGHT TO REMAIN

FIXTURE

PROPOSED 150W ORNAMENTAL LIGHT POLE AND

DESCRIPTION

EXISTING 250W HPS LEASE LIGHT TO REMAIN


LEGEND

SYMBOL





WITH PHOTOCELL TO BE RELOCATED


PROPOSED PHOTOMETRIC CONTOURS

EXISTING PHOTOMETRIC CONTOURS

PROPOSED 250W HPS SIGNAL POLE LIGHT

VERTICAL MINIMUM ILLUMINANCE OR GREATER).

AVERAGE:MINIMUM ILLUMINANCE RATIO OR LESS, 0.2 fc

MINIMUM AVERAGE ILLUMINANCE OR GREATER, 4.0:1

RESIDENTIAL (IES RP-8, SECTION 3, TABLE 5) (0.5 fc HORIZONTAL

- IESNA RP-8 CRITERIA FOR SIDEWALKS WITH MEDIUM DENSITY

ILLUMINANCE LEVELS:

- 2 EXISTING RELOCATED LOW LEVEL LIGHT POLES

- 22 TOTAL LOW LEVEL LIGHT POLES

- 17 FOOT MOUNTING HEIGHT

- LIGHT-LOSS-FACTOR OF 0.64

ACN15SP23C142BKA)

TYPE, AND BLACK COLOR (COOPER LIGHTING MODEL NO.

CLASSICAL CAGE TYPE, CLASSICAL TOP TYPE, MODERN FINIAL

HIGH PRESSURE SODIUM, HI. REAC/HPF, 120V, TYPE III CUT-OFF,

- BASIS OF DESIGN: ORNAMENTAL LIGHT FIXTURES WITH 150W

LUMINAIRES:

- PEDESTRIAN LIGHTING

LIGHTING FUNCTION:

N

TO MD 410

TO EASTERN AVE.

01

AVG./MIN.MAX./MIN.

(fc)

ILLUMINANCE

MIN.

(fc)

ILLUMINANCE

MAX.

(fc)

ILLUMINANCE

AVERAGE

ILLUMINANCE LEVELS

DESCRIPTIONZONE

CALCULATION

MD 500 (QUEENS CHAPEL RD)




7.0:120.0:10.12.00.7

4.0:1

1.8:13.3:1

12.3:1

0.4

0.44.9

1.30.7

1.6

3.3:112.0:10.44.81.3

STA. 152+28.57

CHILLUM ROAD

PG3645184

LIMIT OF WORK

STA. 150+29.12

CHILLUM ROAD

PG3645184

LIMIT OF WORK

ZONE W - BRIDGE

ZONE W - STA. 245+50 TO JAMESTOWN

ZONE E - BRIDGE

ZONE E - STA. 246+00 TO MD 208

MATC

HLIN

E 246+

50, S

EE

DW

G. N

O. L

T-02

PHOTOMETRIC LIGHTING PLAN

W - BRIDGE, LT

W - Sta. 245+50 to JAMESTOWN, LT

E - Sta. 246+00 to MD 208, RT

E - BRIDGE, RT

MD 500 (QUEENS CHAPEL RD) EB

MD 500 (QUEENS CHAPEL RD) WB

MD 501 (C

HIL

LU

M

RO

AD)

CHIL

LU

M

RO

AD

OF HYATTSVILLE LINE

RAINIER AND CITY

APPROXIMATE MT.

5

jrasm

ussen

BY:

SEE TITLE SHEET

209


PG3645184


PRINCE GEORGE'S


jrasm

ussen

SHEET NO. OF


BY:


REVISIONS


PLOTTED:

OFDRAWING NO.

March 28, 2017



STATE OF MARYLAND

-

TOD NO.

TIMS NO.

CONTRACT NO.

COUNTY

LOGMILE

SCALE

DESIGNED BY

DRAWN BY

CHECKED BY

F.A.P. NO.

LT

1" = 30'

J. MOCNY

DATE

J. RASMUSSEN

J. RASMUSSEN 16050000.00-16050001.16

MARCH 2017

EOI

ELEC OUTLET

EOI

EOI; L

OOP

EOI

EOI

US FUEL

ELEC;

805407-8220

PEPCO

TRAFFIC SIGNAL

CABINET

ELEC

SIGNAL

TRAFFIC

SIGNALTRAFIC

AB

AN

DO

NE

DE

OI;

SIGNALTRAFFIC

SIGNALWALK

WALK SIGNAL

ELEC HBX

EMER CALL BOX

ELEC

HB

X

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

EOI

ELEC OUTLET

EOI

EOI; L

OOP

EOI

US FUEL

ELEC;

805407-8220

PEPCO

TRAFFIC SIGNAL

CABINET

ELEC

AB

AN

DO

NE

DE

OI; ELEC HBX

EMER CALL BOX

ELEC

HB

X

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

VERIZON CNDT

VERIZON CNDT

EOI

ELEC OUTLET

EOI

EOI; L

OOP

EOI

US FUEL

ELEC;

805407-8220

PEPCO

TRAFFIC SIGNAL

CABINET

ELEC

AB

AN

DO

NE

DE

OI; ELEC HBX

EMER CALL BOX

ELEC

HB

X

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

VERIZON CNDT

VERIZON CNDT

EOI

ELEC OUTLET

EOI

EOI; L

OOP

EOI

US FUEL

ELEC;

805407-8220

PEPCO

TRAFFIC SIGNAL

CABINET

ELEC

AB

AN

DO

NE

DE

OI; ELEC HBX

EMER CALL BOX

ELEC

HB

X

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

ELEC HBX

VERIZON CNDT

VERIZON CNDT

SS SS

SS

TEL

WSS

C 12"

SS

SS

SS

E.M.

SS

T

W

805407-5374PEPCO

805407-5374PEPCO

805407-5374PEPCO

805407-5374PEPCO

SS

T

SS

SS

SS

SS

LA

OUN

T

E

C

JB

WG 2" W

/S

WG 2" W

/S

WG 2" W

/S

WG 2" W

/S

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PRIVATE

CO

MC

AST

WSS

C 8"

WSS

C 8"

247+00

248+00

249+00

250+00 251+00

252+00

253+00

170

+00

171+

00

172+00

172+26

172+26

160

+00

161+

00

161+

25

161+

25

SS

SS

HBX

SS

HBX

E.M.

HBX

HBX

SS

E.M.

SS

SD

T

HBX

HBX

SD

HBX

SS

HBX

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

SS

INV

INV

SS

INV

SS

E.M.

SS

HBX

HBX

T

HBX

HBX

HBX

SD

INV

HBX

INV

HBX

E.M.

INV

HBX

SS

SD

SS

SS

SS

SS

P

H

H

H

HH

H

HH

H

H

H

H

0.71.0

2.11.9

1.11.0

0.81.1

1.42.1

1.40.7

0.40.5

0.40.5

0.60.7

0.8

0.91.1

1.3

2.12.9

4.84.6

4.52.9

2.1

2.21.9

1.7

1.81.7

2.52.5

2.1

2.62.0

1.81.4

1.2

1.10.9

0.7

0.70.6

0.6

0.60.5

0.5

0.60.7

0.8

1.11.4

1.9

4.04.0

3.5

2.91.7

1.2

0.90.7

0.6

0.60.8

1.2

2.21.6

1.31.0

1.21.0

1.1

2.12.2

1.40.8

1.01.1

1.42.1

4.24.3

4.23.0

2.01.2

0.90.7

0.60.6

0.60.7

0.9

2.12.4

1.61.5

1.0

1.21.2

1.32.4

1.7

1.40.8

0.70.7

0.81.0

1.72.2

2.22.0

1.51.0

0.8

0.70.6

0.50.4

0.40.4

0.61.0

1.72.0

1.81.3

1.11.3

1.1

1.1

0.6

1.0

1.1

1.5

2.3

1.7

1.3

0.4

2.1

1.8

1.7

1.6

2.4

2.3

3.0

1.61.3

1.00.6

0.71.0

1.32.1

1.81.0

1.20.7

1.5

0.7

1.0

1.1

0.5

0.8

1.1

2.0

2.32.3

1.41.2

1.4

1.72.2

2.11.3

1.31.1

1.0

0.71.0

0.91.3

1.21.9

1.61.1

1.20.9

0.70.6

0.60.7

0.81.1

1.72.5

3.03.8

5.75.6

4.43.0

2.41.6

1.10.9

0.70.6

0.60.6

0.5

1.01.1

1.32.1

1.9

1.01.3

1.00.5

0.8

0.71.2

1.42.0

1.6

1.30.8

0.60.5

0.50.5

0.81.0

1.42.0

2.7

3.63.7

3.53.0

2.92.4

2.2

2.11.7

1.6

1.4

1.2

1.1

1.0

0.9

0.9

0.9

0.9

0.9

0.9

0.8

0.9

1.0

1.1

1.2

1.2

1.4

1.72.1

2.7

3.4

4.3

5.6

5.1

3.54.6

2.9

1.9

1.31.5

1.1

1.2

1.01.4

1.21.2

2.0

2.22.0

1.5

0.90.6

0.5

0.50.5

0.5

0.60.6

0.70.8

1.01.3

1.41.8

2.4

2.73.2

2.82.9

2.22.4

2.7

3.3

4.3

4.8

4.9

1.4

1.6

2.2

4.2

2.9

1.9

1.4

1.1

0.8

1.3

1.31.2

0.9

1.0




FIXTURE


DESCRIPTION



LEGEND

SYMBOL















ILLUMINANCE LEVELS:





ACN15SP23C142BKA)





LUMINAIRES:


LIGHTING FUNCTION:

N

MATC

HLIN

E 246+

50.0

0, S

EE

DW

G. N

O. L

T-01

MATC

HLIN

E 253+

50.0

0, SEE

DW

G. N

O. LT-03

TO MD 410

TO EASTE

RN AVE.

STA. 171+76.00

AGER ROAD

PG3645184

LIMIT OF WORK

NW

BRANCH TRAIL

NW

BRAN

CH TRAIL

JA

MEST

OW

N

RO

AD

AG

ER RO

AD

ILLUMINANCE LEVELS

DESCRIPTION





ZONE

CALCULATION

(fc)

ILLUMINANCE

MAX.

(fc)

ILLUMINANCE

AVERAGE

1.7 5.7

1.0 1.0

0.5

1.0

(fc)

ILLUMINANCE

MIN.

AVG./MIN.MAX./MIN.

11.4:1 3.4:1

1.0:1

1.6

1.3

4.9

4.8

0.4

0.4

12.3:1

12.0:1

4.0:1

3.3:1

MD 500 (QUEENS CHAPEL RD) 1.1 1.3 0.9 1.4:1 1.1:1

1.0:1


STA. 160+88.96

JAMESTOWN ROAD

PG3645184

LIMIT OF WORK


ZONE W - STA. 245+50 TO JAMESTOWN

ZONE W - STA. 248+50 TO 171+50ZONE W - STA. 171+50 TO 253+25

ZONE W - STA. 252+50

ZONE W - STA. 252+00


02

W - Sta. 245+50 to JAMESTOWN, LT

W - Sta. 248+50 to 171+50, LT

W - Sta. 171+50 to 253+25, LT

W - Sta. 252+00, LT

W - Sta. 252+50, LT

E - Sta. 246+00 to MD 208, RT



5

N

MATC

HLIN

E 253+

50.0

0, S

EE

DW

G. N

O. L

T-02

MATC

HLIN

E 260+

25.0

0, SEE

DW

G. N

O. LT-04

TO MD 410TO EASTERN AVE.

ILLUMINANCE LEVELS

DESCRIPTION





ZONE

CALCULATION

(fc)

ILLUMINANCE

MAX.

(fc)

ILLUMINANCE

AVERAGE

0.9

0.9

0.0

2.6

2.1

0.3

0.3

(fc)

ILLUMINANCE

MIN.

MAX./MIN.

8.7:1

0.1 0.0

7.0:1

3.0:1

3.0:1

AVG./MIN.

1.3 4.8 0.4 12.0:1 3.3:1



ZONE W - STA. 253+50 TO 254+00

ZONE W - STA. 254+50 TO 256+25

ZONE W - STA. 256+50 TO 259+50

ZONE W - STA. 259+75 TO 260+25

N/A N/A


03

E - Sta. 246+00 to MD 208, RT

W - Sta. 253+50 to 254+00, LT

W - Sta. 254+50 to 256+25, LT

W - Sta. 256+50 to 259+50, LT

W - Sta. 259+75 to 260+25, LT



5

jrasm

ussen

BY:

SEE TITLE SHEET

209


PG3645184


PRINCE GEORGE'S


jrasm

ussen

SHEET NO. OF


BY:


REVISIONS


PLOTTED:

OFDRAWING NO.

March 28, 2017



STATE OF MARYLAND

-

TOD NO.

TIMS NO.

CONTRACT NO.

COUNTY

LOGMILE

SCALE

DESIGNED BY

DRAWN BY

CHECKED BY

F.A.P. NO.

LT

1" = 30'

J. MOCNY

DATE

J. RASMUSSEN

J. RASMUSSEN 16050000.00-16050001.16

MARCH 2017

ELEC OUTLET

EOI

EOI

SENSOR

EOI

LO

OP

EOI

ELEC OUTLET

SOLAR PANEL POLE

EOI

TEST WELL

ELEC HBX

810408-3758

PEPCO

810408-2751

PEPCO

ABANDONED

ELEC VAULTABANDONED

ELEC VAULT

ELEC VAULT

ELEC VAULT

ELEC VAULT

810408-0031PEPCO

ABANDONEDELEC HBX

ABANDONED BASE

ABANDONED BASE

ELEC HBX

ELEC OUTLET

EOI

SENSOR

LO

OP

EOI

ELEC OUTLET

SOLAR PANEL POLE

EOI

ELEC HBX

810408-3758

PEPCO

810408-2751

PEPCO

ABANDONED

ELEC VAULTABANDONED

ELEC VAULT

ELEC VAULT

ELEC VAULT

ELEC VAULT

810408-0031PEPCO

ABANDONEDELEC HBX

ABANDONED BASE

ABANDONED BASE

ELEC HBX

VERIZON CNDT

VERIZON CNDT

VERIZ

ON

ELEC OUTLET

EOI

SENSOR

LO

OP

EOI

ELEC OUTLET

SOLAR PANEL POLE

EOI

ELEC HBX

810408-3758

PEPCO

810408-2751

PEPCO

ABANDONED

ELEC VAULTABANDONED

ELEC VAULT

ELEC VAULT

ELEC VAULT

ELEC VAULT

810408-0031PEPCO

ABANDONEDELEC HBX

ABANDONED BASE

ABANDONED BASE

ELEC HBX

VERIZON CNDT

VERIZON CNDT

VERIZ

ON

ELEC OUTLET

EOI

SENSOR

LO

OP

EOI

ELEC OUTLET

SOLAR PANEL POLE

EOI

ELEC HBX

810408-3758

PEPCO

810408-2751

PEPCO

ABANDONED

ELEC VAULTABANDONED

ELEC VAULT

ELEC VAULT

ELEC VAULT

ELEC VAULT

810408-0031PEPCO

ABANDONEDELEC HBX

ABANDONED BASE

ABANDONED BASE

ELEC HBX

VERIZON CNDT

VERIZON CNDT

VERIZ

ON

PRIV

AT

EP

RIV

AT

EP

RIV

AT

E

JB

T

SS

W.M.

W

PRIVATE

PRIVATE

PRIVATE

JB

JB

SS

PIZZA HUT

ELEC;

SS

TEL

T T

E.M.

WG .7

5" W

/S

WG 2" W/S

WG .7

5" W

/S

WG 2" W/S

WG .7

5" W

/S

WG 2" W/S

PRIV

AT

E

PRIV

AT

EP

RIV

AT

E

PRIVATE

PRIVATE

PRIV

ATE

PRIVATE

PRIVATE

PRIVATEPRIVATE

PRIVATE

PRIV

ATE

PEPCO

PRIVATE

PRIV

AT

E

PRIV

AT

EP

RIV

AT

E

PRIVATE

PRIVATE

PRIV

ATE

PRIVATE

PRIVATE

PRIVATEPRIVATE

PRIVATE

PRIV

ATE

PEPCO

PRIVATE

PRIV

AT

E

PRIV

AT

EP

RIV

AT

E

PRIVATE

PRIVATE

PRIV

ATE

PRIVATE

PRIVATE

PRIVATEPRIVATE

PRIVATE

PRIV

ATE

PEPCO

PRIVATE

COMCAST

COMCAST

CO

MCAST

COMCAST

COMCAST

CO

MCAST

COMCAST

COMCAST

CO

MCAST

WSSC 8"WSSC 8"

254+00

255+00 256+00

257+00

258+00

259+00

260+00

HBX

T

PHONE

HBX

SD

HBX

HBX

SD

SD

HBX

SS

WELL

W

WELL

TEL

SS

HBX

T

SD

T

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

PHONE

HBX

TEL

HBX

INV

HBX

T

HBX

INV

WELL

SS

W

INV

INV

SD

INV

INV

HBX

SD

INV

INV

INV

INV

HBX

INV

SD

SD

SD

WELL

TT

SS

SS

H

P

H

HH

H

HHH

H

H

H

H

1.1 1.0 1.9 1.9

1.7 0.9 0.7 0.7 0.8 0.9 1.1 1.3 1.4 1.3 1.2 0.9 0.8 0.7

0.6 0.6 0.8 1.3 2.0 2.1 1.5 1.0 0.8 0.8 1.0 1.1 2.2 1.9 1.0 0.6 0.6 0.6 0.6 0.8 0.9 1.1 1.5 1.7 1.7 1.5 1.1 0.9 0.8 0.6 0.5 0.5 0.6 1.0 1.9 2.2 1.8

1.0 0.6 0.7 1.2 1.1 2.3 2.1 1.3 0.8 0.7 0.8 1.0

1.2 1.7 2.4 3.0 3.1 2.6 1.8 1.2

0.8 0.7 0.6 0.6 0.9 1.8 2.3 1.7 1.1

0.6 0.7 1.0 1.1 2.2 2.2 1.5 0.9 0.7

0.7 0.8 1.0 1.2 1.7 2.2 2.3 2.1

1.1 0.9 0.8 0.7 0.6 0.6 0.9 1.8 2.3 1.8

1.0 0.7 0.8 1.0 1.1 2.1 2.2 1.5 0.9 0.7 0.6 0.7 0.9

0.9 1.2 1.7 2.0 2.0 1.8 1.3 1.1 0.8 0.7

1.8 2.3 1.9

1.3 1.1 0.7 0.4 1.2 1.3 2.3

2.1 1.5 1.1 0.3

0.4 0.9 1.2 1.2 1.8 1.5 1.0 0.7 0.5 0.4 0.3 0.4

0.5 0.6 0.7 0.8 1.0 1.0 1.0 0.9 0.7 0.6 0.5 0.5 0.5

0.6 0.8 1.1 1.6 1.8 0.9 0.9 0.5 0.6 0.8 1.2 2.0

1.1 0.9 0.7 0.6 0.5 0.5 0.6 0.7 0.6 0.6

0.8 0.7

0.6 0.8 1.0 1.2 1.2

0.7

0.5

1.2

0.8

0.6

1.1

0.7

0.5

0.9

0.6

0.5

0.8

0.6

0.5

0.8

0.7

0.5

0.9

0.9

0.6

1.1

1.2

0.7

1.6

1.8

1.0

2.5

1.6

2.3

2.4

1.2

1.3

1.0

1.2

0.4

0.9

0.4

0.9

0.6

1.1

1.1

1.1

2.1

2.2

2.6

1.6

1.8

1.0

1.1

0.7

0.7

0.5

0.5

0.4

0.4

0.3

0.4

0.3

0.3

0.5

0.4

0.3

0.6

0.4

0.3

0.7

0.5

0.4

0.8

0.6

0.4

1.0

0.7

1.1

0.8

1.1

0.7

1.1

0.7

0.9

0.6 0.5

0.3

0.0 0.0 0.0 0.0

0.0

0.0

0.0 0.1 0.1 0.1 0.1




FIXTURE


DESCRIPTION



LEGEND

SYMBOL















ILLUMINANCE LEVELS:





ACN15SP23C142BKA)





LUMINAIRES:


LIGHTING FUNCTION:

jrasm

ussen

BY:

SEE TITLE SHEET

209


PG3645184


PRINCE GEORGE'S


jrasm

ussen

SHEET NO. OF


BY:


REVISIONS


PLOTTED:

OFDRAWING NO.

March 28, 2017



STATE OF MARYLAND

-

TOD NO.

TIMS NO.

CONTRACT NO.

COUNTY

LOGMILE

SCALE

DESIGNED BY

DRAWN BY

CHECKED BY

F.A.P. NO.

LT

1" = 30'

J. MOCNY

DATE

J. RASMUSSEN

J. RASMUSSEN 16050000.00-16050001.16

MARCH 2017

HA

MILT

ON STREET

HA

MIL

TO

N

STREET

EOI

ABANDONED

ABANDONED

EOI

VACUUM

AIR PUMPELEC OUTLET

TR

AFFIC

SIG

NA

L

WA

LK SIG

NA

L

SIG

NAL

TR

AFFIC

WAL

K SIG

NAL

CO

NN

EC

TIO

N

PU

MP/

HO

SE

SHELL GAS

ELEC;

810408-4765

PEPCO

EL

EC

VA

UL

T

EL

EC

VA

UL

T

EL

EC

HB

X

ELEC VAULT ELEC HBX

ELEC VAULT

ELEC

HB

X

SIG

NA

LT

RA

FFIC

ELEC HBX

SIG

NA

LW

AL

K

ELEC HB

X

ELEC HBX

ELEC

HB

X

ELEC HBX

SIG

NA

LW

AL

K

SIGNAL

TRAFFIC

810408-499973

PEPCO

SIGNALWALK

7968

PEP

CO

EL

EC

HB

X

ELEC HBX

EOI

AIR PUMPELEC OUTLET

810408-4765

PEPCO

EL

EC

VA

UL

T

EL

EC

VA

UL

T

EL

EC

HB

X

ELEC VAULT ELEC HBX

ELEC VAULT

ELEC

HB

X

SIG

NA

LT

RA

FFIC

ELEC HBX

ELEC HB

X

ELEC HBX

ELEC

HB

XELEC HBX

810408-499973

PEPCO

7968

PEP

CO

EL

EC

HB

X

ELEC HBXVERIZON CNDT

VERIZON CNDT

VERIZON

CNDT

VERIZON

EOI

AIR PUMPELEC OUTLET

810408-4765

PEPCO

EL

EC

VA

UL

T

EL

EC

VA

UL

T

EL

EC

HB

X

ELEC VAULT ELEC HBX

ELEC VAULT

ELEC

HB

X

SIG

NA

LT

RA

FFIC

ELEC HBX

ELEC HB

X

ELEC HBX

ELEC

HB

XELEC HBX

810408-499973

PEPCO

7968

PEP

CO

EL

EC

HB

X


VERIZON CNDT

VERIZON

CNDT

VERIZON

EOI

AIR PUMPELEC OUTLET

810408-4765

PEPCO

EL

EC

VA

UL

T

EL

EC

VA

UL

T

EL

EC

HB

X

ELEC VAULT ELEC HBX

ELEC VAULT

ELEC

HB

X

SIG

NA

LT

RA

FFIC

ELEC HBX

ELEC HB

X

ELEC HBX

ELEC

HB

XELEC HBX

810408-499973

PEPCO

7968

PEP

CO

EL

EC

HB

X


VERIZON CNDT

VERIZON CNDT

VERIZON

CNDT

VERIZ

ON C

NDT

VERIZ

ON

CN

DT

VERIZON

VE

RIZ

ON

CN

DT

WSS

C 16"

WSSC 16"

WS

SC 16

"

PEP

CO

PEP

CO

PEPCO

PEPCO

WG .5

0" P

LW

G .5

0" P

LW

G .5

0" P

L

JB

T

WG 6" P

L

WG 6" PL

WG 2" PL

WG 2" P

L

WG 1" PL

WG 6" P

L

WG 6" PL

WG 2" PL

WG 2" P

L

WG 1" PL

WG 6" P

L

WG 6" PL

WG 2" PL

WG 2" P

L

WG 1" PL

W.M.

ELE

C

VA

ULT

ELE

C

VA

ULT

ELE

C

VA

ULT

ELE

C

VA

ULT

T

T

W

SS

W.M.

W.M.

E.M.

W

SS

E.M.

SS

WALK SIGNAL

W

T

T

W

W

W.M.

W.M.

SS

SS

SS

SS

G.M.

W.M.

W.M.

W.M.

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PEP

CO

PEPCO

SHA

PEPCO

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PEP

CO

PEPCO

SHA

PEPCO

PRIVATE

PRIVATE

PRIVATE

PRIVATE

PEP

CO

PEPCO

SHA

PEPCO

261+00

262+00

263+00

264+00

264+14264+14

181+

00

182+00

183+00

184+00

184+86

184+86

E

\

\

_

_

_ _

_

_

_

__

_ _

f

E

W.M.

HBX

HBX

W.M.

TT

HBX

HBX

T

T

HBX

E.M.

HBXHBX

W

HBX

SS

W

SS

W.M.

G

G

W.M.

HBX

W.M.

W.M.

SS

W

M.H.

INV

INV

W

W.M.

INV

INV

W

W

INV

INV

INV

INV

SD

SS

SD

W.M.

W.M.

W.M.

W.M.

SD

SS

E

\

\

_

_

_ _

_

_

_

__

_ _

f

E

T

M.H.

HBX

WELL

HBX

M.H.

W.M.

HBX

HBX

W

E.M.

HBX

W.M.

SS

T

M.H.

M.H.

HBX

HBX

HBX

HBX

M.H.

HBX

SS

M.H.

SS

W

W.M.

T

SS

M.H.

SS

WELL

HBX

HBX

HBX

SS

SS

SS

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

WELL

WELL

SD

HBX

T

SD

HBX

SD

HBX

HBX

HBX

SDM.H.

M.H.

HBX

HBX

T

T

W

HBX

SS

W.M.

SDM.H.

SS

E.M.

SS

HBX

M.H.

SD

M.H.

HBX

INV

INV

SD

INV

HBX

INV

M.H.

M.H.

HBX

HBX

W.M.

W

W.M.

HBX

SS

HBX

H

H

H

H

0.7 0.6 0.5

0.4 0.4 0.4 0.5 0.5 0.6 0.8 1.0 1.4 2.0 2.4

1.6

2.5

1.5 1.1 0.9 0.8 0.6 0.6 0.6 0.6 0.7 0.9 1.3 2.2

1.1 0.9 0.5 0.7 0.9 1.2

2.5

1.9

2.6

1.9

1.7

1.9

1.6

0.8

1.3

1.3

1.4

0.7

1.0

1.2

1.3

0.6

0.7

1.0

1.3

0.8

1.1

1.4

1.7

0.7

1.2

2.1

1.6

1.5

1.3

2.6

1.7

1.5

1.6

1.6

1.9

1.2

1.5

1.3

1.7 1.1 0.6

0.4

1.9

0.4

1.9

0.5

0.4

1.6

1.1

0.8

1.2

0.9

1.7

2.3

1.6

1.7 1.3 0.9 0.7

0.5 0.5

0.7 1.0

2.0

2.8

1.2

0.9 1.0

0.7

0.5

1.2

1.2

2.2

2.2

0.6

0.6

0.8

0.8

1.1

1.9

1.2

1.0

2.0

1.7

1.4

1.2

0.9

0.8

0.7

0.6

0.6

3.0

3.1

3.3

0.4

0.4

0.5

0.4

0.4

0.4

0.4

0.5

0.5

0.6




FIXTURE


DESCRIPTION



LEGEND

SYMBOL















ILLUMINANCE LEVELS:





ACN15SP23C142BKA)





LUMINAIRES:


LIGHTING FUNCTION:

N

MATC

HLIN

E 260+

25.0

0, SEE

DW

G. N

O. LT-03

TO MD 410TO EASTERN AVE.

04

RECONSTRUCTED UNDER PG5465184

STA. 263+80.38

MD 500 (QUEENS CHAPEL ROAD)

PG3645184

LIMIT OF WORK

MD 208

AVG./MIN.

ILLUMINANCE LEVELS

DESCRIPTION




ZONE

CALCULATION

(fc)

ILLUMINANCE

MAX.

(fc)

ILLUMINANCE

AVERAGE

1.0

1.3

1.9 0.4

(fc)

ILLUMINANCE

MIN.

MAX./MIN.

4.8:1

2.8 0.5 5.6:1

2.5:1

1.3 4.8 0.4 12.0:1 3.3:1

2.6:1


ZONE W - STA. 260+50 TO 261+50

ZONE W - STA. 261+50 TO 262+00

CAL

C. Z

ONE

LIMITS

1.8 7.7 0.5 15.4:1 3.6:1


MATCHLINE 181+50, S

EE DWG. NO. LT

-05

E - Sta. 246+00 to MD 208, RT

W - Sta. 260+50 to 261+50, LT

W - Sta. 261+50 to 262+00, LT

MD 208 (HAMILTON ST)W - Sta. 181+60 to PROJECT LIMITS, LT

ZONE W - STA. 181+60 TO PROJECT LIMITS



5

jrasm

ussen

BY:

SEE TITLE SHEET

209


PG3645184


PRINCE GEORGE'S


jrasm

ussen

SHEET NO. OF


BY:


REVISIONS


PLOTTED:

OFDRAWING NO.

March 28, 2017



STATE OF MARYLAND

-

TOD NO.

TIMS NO.

CONTRACT NO.

COUNTY

LOGMILE

SCALE

DESIGNED BY

DRAWN BY

CHECKED BY

F.A.P. NO.

LT

1" = 30'

J. MOCNY

DATE

J. RASMUSSEN

J. RASMUSSEN 16050000.00-16050001.16

MARCH 2017

VE

RIZ

ON

VE

RIZ

ON

SS

W.M.

G.M.

180

+00

POB STA. 18

0+00.00

INVS

D

INV

COG

COG

COG

TW

COG

INV

E.M.

HBX

HBX

HBX

W

W.M.

SD

W.M.

HBX

HBX

HBX

INVSD

HBX

SS

SD

W

G

INV

INV

INVS

D

INV

COG

COG

COG

TW

COG

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

INV

SD

W

SS

SS

T

SS

W

SD

W

INV

HBX

HBX

SD

SD

HBX

W

SD

SD

HBX

G

E.M.

W

VEN

TG

SD

HBX

HBX

HBX

1.3

1.7

1.9

2.1

2.4

2.8

3.0

1.8

2.2

1.9

1.5

1.5

2.1

1.2

0.7

0.9

1.5

1.5

1.4

1.8

1.9

1.6

2.1

2.1

2.2

3.1

3.4

3.1

2.7

3.6

4.1

1.0

1.1

1.4

1.7

2.4

1.0

0.8

0.9

1.9

1.7

1.8

1.7

1.6

1.4

1.7

2.0

1.4

1.6

1.7

1.6




FIXTURE


DESCRIPTION



LEGEND

SYMBOL















ILLUMINANCE LEVELS:





ACN15SP23C142BKA)





LUMINAIRES:


LIGHTING FUNCTION:

N

05

MATCHLINE 181+50, S

EE DWG. NO. LT

-04

STA. 177+90.99

HAMILTON STREET (MD 208)

PG3645184

LIMIT OF WORK

TO

MD 500

TO

RT 1

MD 208

AVG./MIN.

3.6:1

MAX./MIN.

15.4:1

(fc)

ILLUMINANCE

MIN.

0.5

(fc)

ILLUMINANCE

MAX.

7.7

(fc)

ILLUMINANCE

AVERAGE

ILLUMINANCE LEVELS

1.8

DESCRIPTIONZONE

CALCULATION


W - Sta. 181+60 to PROJECT LIMITS, LT MD 208 (HAMILTON ST)

ZONE W - STA. 181+60 TO PROJECT LIMITS

5

Documents

MEMORANDUM · MEMORANDUM N:\31669-381\Engineering\Corresp\Memos\ REV_MD 500 Lighting Memo_Phase2_Hyattsville_2017-0327.docx Date: March 28, 2017 To: Michael Osborne/Ramesh Sreerama