Drawing Specs 06-203-006 pg2.PDF

PHASING, TIMING AND COLOR SEQUENCE CHART

PHASE 1 I PHASE 2 0

Jl ~ \.J z I

- ~z .._ Q ..

I

UUJ

Za_ "'o

T 0 I a::

INTERVALS I INTERVALS

w w

SIGNALS 1 2 3 4 5 6

1-2

Ri ' ~G .- y R R R y

'( 3-4-5-6 R R R ; G R R FIXED TIME 5.5 "1 .5 l 4 2

L- - - c .

MINIMUM 10 5

ADD INT.

-1--~3-

MAX. INT.

PASSAGE

- ~5 ' -Ii -· -- - - -

TO REDUCE 10

BEFORE RED 20 - I ··~ ----

MIN. GAP L '

MAX 1 42 _125 - L47- --

_1"16X_JI _ 20

MEMORY

mR I NL

LEGAL

NE.XI SIGNAL CREEK RO.

@ MONOCALY

21BB fT.

Of-WAY ~L~IN~E------===~ LEGAL RIGHT=~-r\--=======---r~=

40'

·.-p r ov-WA'< UNE

LEGAL R\G\-\T- S.R. 0422

SEG.0621

OFF.0802 n- -- --

/ S.R. 2049

! SEG.0010

/ OFF.0191 0· (( .

t<O 60'R I • • • • I

I

0422 ws s.R.

4" BW

/ -:-P-,-:-1-1 ...__24' /W 8'C-C/ 45·

PLAN SERIES SYMBOL ---

B R6-2L

--c R6-2R

D R3-8SR

F R1-2 G W16-1[ H R9-3 J D3-4 K D3-4

L R5-1 M R3-1 N R6-1 L

4" w r. / .. · .

I , ((!p 1'(5 \ '

\GJG

\ .j. \ \--1 \

15'R

·S1~ \ '\ '2- '

~--------~:-~:___:_-r\_ F-WAY UNE

- LEGAL RIGHT-0

SIGN TABULATION

SIZE QTY. MESSAGE

30"x36"

1 ONE WAY

3b"x36"

1 ONE WAY

30"x36"

2 LANE USE CONTROL SIGN

36"xJ6"

1 YIELD

-18"xl 8"

HAZARD 1 MARKER PROGRAM CHART

-18i<l 8" 8-- NO PEDESTRIAN CROSSING -9-6"x16" 1 Old Airport Rd 96"x 1 6" 2 Benjamin Franklin. Hwy 3Ei''x36" 1 DO NOT ENTER 24"x24" 1 NO RIGHT TURN 36''x12" 1 ONE WAY

OFF ET A REMARKS

(SE .)

EVENT DAY OF THE WEEK TIME CYCLE

NO. M T. W T F s s HOUR MIN. SEC.

1 ·~ .t * ' .f. ' ~·- 06 001 00 80

2 -11: ~~ i ti -~ t~ t 09 00 00 - - - -oo I oo 3 * **** 14 80

MAX 1

MAX 2

" MAX 2

4 t v * r t I 19 oo_+ oo - - - -t-

MAX 2

A - OFFSETS REFERENCED TO INTERVAL NUMBER 2.

VD - VOLUME DENSITY TIMING TO BEGIN UPON SIDE ST EET ACTUATION

I

* CONDITION DIAGRAM ONLY

SIGNAL INDICATIONS

1 2"

1,2,3,4

Of-WAY UNE

RIGHT- '

WAY UNE

RIGHT-OF-

n &

8"

I 5,6

LEGEND

Mast Arm Strain Pole Pedestal

4" /SW

-o [±] -

Vehicular Signal Head Pedestrian Signal Head Sign

L_ ~· @

-1 ) [±]@

C.C. ~

Vehicle Detector Pedestrian Push Button Pedestrian Push Button/Sign Controller Assembly

QJ - Junction Box C/1" Conduit

4"/W Width/Solid White Line 4"(BW - Width/Broken White Line 4' /Y Width/Solid Yellow Line 4"/BY Width/Broken Yellow Line 4"/DY Width/Double Yellow Line

SCDL - Saw Cut Detector Lead In

--- _l_

DISTRICT. COUNTY ROUTE SECTION SHEET

1-----5-~ L ___ BE_R_K_S ____ __L___4_2_2_L___0_6_P__JL_1_7_0_F_1__j

AMITY TOWNSHIP

PERMIT NO. 06-203-6 SHEET 2 OF 2

DATE ISSUED: 9-16-91 DATE REVISED: 5-9-07 *

GENERAL NOTES

Installation, operation, and maintenance of this traffic signal to be in accordance with Pennsylvania DeP,artment of Transportation Regulation on Official Traffic Control Devices.

No modifications of this installation are permi.tted unless prior approval is granted, in writing, by the Department.

All maintenance necessary for proper visibility of the siqnoJ:;, including trimming trees, 1s the responsibility of the Permitee.

All signs and pavement markinqs indicated on this drawing ore consicfered part of .the. permit and are t.o be installed and ma1nta1ned by the Perm1tee, unless otherwise indicated, except the longitudinal pavement markings on State highways whicli will be maintained by the Department.

Install post mounted signals with the signal heads a minimum of 2 feet behind the face of the curb or edge of the shoulder. SupP,ort poles for overhead signals will hove a minimum horizontal clearance of 2 feet.

SAR The bottom of signal heads and signs erected over the roadway ore not to be less than 15 nor more than 19 feet above the roadway. The bottom of post mounted signal heads are to be not less than 8 feet nor more than 15 feet above the sidewalk or pavement grade .

The minimum horizontal distance between signal heads measured at riqht angles to the approach is to be 8 feet.

In addition to this signal permit the Permjtee .will also obtain . a Highy.iay Occupancy Permit prior to any openings being mode i.n or ~nder any portion of a State Highway, 1f applicable.

This drawing cannot be used as a construction drawing unless the Permitee complies with the provisions of Act 38, 1991 Prf'lvention of Damage to Underqround Utilities.

Prior to construction consult wifh utilitY.

companies to resolve any problems wliich may be created due to the location of utilities.

Pavement markin_qs will be placed in accordance with the [Jeportment of Transportation Povemen{ Marking Handbook.'.

Maintenance and P.rotection of traffic for the installation and maintenance of this traffic signal to be in accordance with publication 203, Work Zone Traffic Control.

County:

BERKS

Municipality:

AMITY TOWNSHIP

Intersection:

S.R.0422W.B.(BENJAMIN FRANKLIN HWY.)

AND S.R. 2049 (OLD AIRPORT ROAD)

Re:_omrriended:

~des~ District TroffiCEA

Scale: 2~.J ineer

25 50 --7