PREFERENTIAL PHASE SEQUENCE
a -
ruc Yo wou fF Pp = 24 a DANIEL WEBSTER HIGHWAY @ GRAHAM DRIVE
& gh RING {
sewacrumen [] soompnwrea | cr 2 DETECTION DATA ——
PRETIMED Oo wre tev F) > + ’ JETECTOR 2 | o | HOE | oay! oc. “ t" EMERGENCY
ZONE NG. LacaTiON catleo) ext. |MPAS® | Tee | THE ‘ not 7 VEHICLE PREEMPTION
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SEQUENCE AND TIMING CD | anna REC QEECTONZONE ert tft [a fe] +f c
STREET DIRECTION | HOUSINGS 7 e [7 ys ao [1 [12 [16 [47 [18 [FLASH OPER. @ VIDEO DETECTION ZONE altel a |. 1 Nye 1
DANIEL WEBSTER HHOHWAY. 68 1 Ly LK TRET RET RR Rl RL RL RI FRE DANIEL WESSTER HIGHWAY $8 THRU ons
DANIEL WEBSTER HIGHYAY. ‘sa CA SEEC, R[R[RIA FY ® VIDEO DETECTION ZONE slstat-.l. 2 7
DANIEL WEBSTER HIGHWAY. Na S AL LAL] AL [ALA R FRE |_AC/ | DANIEL WEBSTER HIGHWAY NB LEFT es
at = {Bs @ [oan onl + [2 | * [| - 4 7
AUTO DEALERSHIP DRIVEWAY. Ey} 440 FR
GRAHAM ORIVE we AB E FR & HE een ZONE a ]4]oa -|-
VIDEO DETECTION ZONE RING 2
MINIMUM INITIAL Z r 0 aa as 4% a © aur peaLensupoawvewarea | 4 | 4 8 ste NOTE © @ DETECTOR CONTROLUNG
oer : “ee 5 Fi ~ wn RENCONPLIGTING PHABES MAT OPERATE CONCURRENTLY
MAXIMUM 1 Zz 45 1z we a5
MAXIMUM? 2 2 4 2 0 D DAILY & WEEKLY COORDINATION PROGRAM COORDINATION CYGLE/QFFSET/SPLIT DATA
eee pore berets eo eer ee MAJOR ITEMS REQUIRE SORT BOND PENS T PLAN
CHANGE CUANTITY DESCRIPTION, MON-FRL| SATURDAY] SUNDAY [120]
PEDESTRIAN: + 48' MAST ARM ASSEMBLY, BASE & FON. wf LUMINAIRE CNGLE 80 100 108 120
ea }__ore__ if MIN_| | SIGNAL HEAD, 3 SECTION “OFFSET 38 48 38 7
MEMORY TON-LOGKING | NON-LOCKING 2 VIDEO DETECTION CANERA (TIE INTO EXIST, CAMERA SYSTEM PLAN 1 0730-1000
UAL ENTRY ENABLED ce a a s cc LUS ALL MISCELLANEOUS EGLIPMENT ANG MATERIAL NECESSARY MORNING SPurtiMe et] ae) a8 u 7)
SIMULTANEQUS GAP OUT ENABLED YES. YES YES YES. YES ro PROVIDE A COMPLETE OPERATING TRAFFIC CONTROL SIGNAL,
PLAN 2 1000-1500 @PLT TIME @2| 28 az 4 0
staal IDENTIFICATION aes Graver’ aceeemn SPLIT TIME @4 | _27 3 38 35
z TAaBeRGB RG | _ZATBACAD FLANS ‘@PLIT TIME 28 | 26 28 24 2
PROP. VIDEO 1500-1830
2, AFTERNOON ‘SPLIT TIME 28 | 38 42 a8 80
wee ca DETEDTIN EEA “40 og CCOORGINATIONNGTES;
bry Ic PLAN 4
a | 4 (®) WEEKEND es00-2190 | 830-1700) 4 oFgET 18 REFERENCED TO THE END OF COORDINATED
p
N le) N © . 000.0780 ooansoa | oonc-cese | 2. ALL VALUES IN SECONDS,
— - > FREE OPERATION 7000-2400 | 2130-2400 | 17002400] 3. SYSTEM 7O CNA MODE SHALL BE SET TO "ON’.
Z fe) 2 ©) m “ E 4. FLOATING FOROS OFFS SHALL BE SET TO -OFE"
4 . - 8, COORDINATION MODE SHALL 8 "YIELD".
. BH - SYSTEM MAX 2 DURING CGORDINATION.
NOTES; ae EXISTING PROPOSED TRAFFIC SIGNAL LEGEND
1. ALLINDICATIONS SHALL BE "LED" TYPE LENS. R&S EXIST, SIGNAL ei CONTROL CABINET GROUND MOUNTED {WITH & WITHOUT CONG. PAD)
Be RIGIDLY MOUNTED, ALL POST & FON. =] CONTROL CABINET POLE MOUNTED
2, ALLOVERHEAD SIGNALS SHALL .
SIGNAL HEADS SHALL BE EQUIPPED WITH CUT TUNNEL ; ETEO UN Cavcen Ie FLASHING EIEACON CONTROL & METER PEDESTAL
VISORS AND SINGH LOUVERED BACKPLATES WITH ~ BA Fl PULL BOX (14%x14" OR AS NOTED)
FLOUREBCENT-YELLOW 2-INGH REPLEGTIVE SHEETING, ° MAST ARM, SHAFT & BASE (ARM LENGTH AS NOTED)
= 1 e SIGNAL POST & BASE (ALPHANUMERIC DESIGNATION NOTED)
3, REMOVE EXISTING LOUVERED BACKPLATES FROM ALL
EXISTING SIGNAL HEADS AND AD) PROPOSED B-INCH —_ VEHICULAR SIGNAL HEAD (ALPHA-NUMERIC DESIGNATION NOTEC)
LOUVERED BACKPLATES WITH FLUORESGENT-YELLOW L — VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED
2sINCH REFLECTIVE SHEETING (TYP.) & R&R EXIST. — (ALPHANUMERIC DESIGNATION NOTED)
E | VIDEO CAMERA 3x —_ FLASHING HEAGON (ALPHA-NUMERIC DESIGNATION NOTED)
GENERAL NOTES: 5 7 i : 2B —o PEDESTRIAN SIGNAL HEAD (ALPHA-NUMERIC DESIGNATION NOTED)
: L REM. EXIST. ULT * PREEMPTION CONFIRMATION STROBE
1, REFER TO THE 2019 STANDARD SPECIFICATIONS FOR ROAD ie : : ‘6/ LUMINAIRE
2 BRIDGE CONSTRUCTION, PUBLISHED BY THE NHDOT. LL ey _ —> EMERGENCY PREEMPTION DETECTOR (OPTICOM)
: é @ PEDESTRIAN PUSH BUTTON, SIGN & SADDLE
2, NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2010 tee I D A ANI EL WEBSTE R H IG HWAY oO WIRE LOOF DETECTOR (AS NOTED)
SUNETRUCTION. SECTION 16, PUBLISHED BY NDOT : @&————_ SIGNAL & LIGHTING MAST ARM (WITH @” MOUNTING BRACKET)
‘ , owe > TRAFFIC SIGN & POST
3, REFER TO THE 2010 STANDARD PLANS FOR ROAD PROP, 45'MAST-ARM o CONTROLLER PHASE ACTUATED
CONSTRUCTION A6 PUBLISHED BY THE NHDOT FOR
EXISTING DETAILS OF PERMANENT SIGNING STANDARDS
FOR NHDOT SFECIFIC SIGNS,
BORDERS, ETC,
TRAFFIC ABBREVIATIONS
STEADY CIRCULAR RED
STEADY CIRCULAR Peay
STEADY CIRCULAR G
STEADY REO LEFT ARR
STEADY AMBER LEFT ARROW
FLASHING RED RIGHT ARROW
DETECTOR - LOCK
DETECTOR - NON-LOCK
VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
PERMISSIVE VEHICULAR MOVEMENT
DETECTOR CONTROLLING PHASE
oo) fl zr qazaasaeesae~<
REFER TO THE STANDARD HIGHWAY SIGNS MANUAL AS:
PUBLISHED BY THE USDOT - FHWA FOR EXACT DETAILS OF
GRAHAM DRIVE
{[ R3-7R,
RR
"ASSEMBLY WBASE, —
FDNCA LUMINAIRE =
"R&S EX(BT, MAST ARM
ASSEMBLY & FON,
TRAFFIC SISNAL HEAD (12" LENSES OR AS NOTED)
TRAFFIC SISNAL CONOUTT
PROP, 3° CONDUIT
PROP. VIDEO SIZE OF SIGN
DETEGTION
ZONE (TYP,)
IDENT. NO. TEXT
HEIGHT
WIDTI
(INCHES) | (INCHES)
TEXT DIMENSIONS
LETTER HEIGHT (INCHES)
ue ue CAPS
RTE NO,
OR
SHIELD
(QNCHES)
ARROW
(INCHES)
POSTE FER SIGN
SIGN AREA
No. (8a, FT)
SIGNS
REQ'D
NUMERAL
(INCHES)
L-BEAM
4 ALUMINUEL
37 ALUMINUM
U-CHANNEL
BREAKAWAY
NOM, [TOTAL
AREA | AREA
STEEI
REMARKS
RIGHT LANE}
R3-7R 30 MUST
[TURN RIGHT]
12.50 2
Da-1A
[Graham Avel|
12°Ci#'C
8,00
20 0 20 40
2 ———
SCALE 1" = 20!
GPI Greenman-Pedersen, Inc,
Engineara, Architects, Planners, Cenatruction Engineara & Inapactara
1€1 BALLARDVALE STREET, SUNTE 202, WILMINGTON, MA 01887
Tal: (ore) 870-2699 Fox: (978) 858-3044
oe hr
PROJECT;
TRAFFIC SIGNAL IMPROVEMENTS.
NASHUA, NEW HAMPSHIRE
TRAFFIC SIGNAL PLAN
NO. REVISION TE
MOUNT ON NA,
BIGNIDRAINN BY
EMR
PAEGK BY:
FO
pate:
9/28/2016
Boal:
AS NOTED
MD, Mt, NH, Nu, NY, OH, PA VA, V7, WA __http://wwn.gpinet.com
PREPARED FOR:
CITY OF NASHUA
§ RIVERSIDE STREET
WA, NH
DANIEL WEBSTER HIGHWAY
@ GRAHAM DRIVE
bos NO:
cen
‘MAX-2018078
HD
PRAWING NO:
ro 4
