NO TE S S I GNA L F A C E I . D . T A B LE O F O P E R A T I ON F A C E S I GNA L P HA S E FLASH 0 1 + 5 02+5 02+6 03+7 03+8 04+7 04+8 0 1 + 6 SHEET NO. PROJ ECT REF ERENCE NO. SE AL P R E P A R E D B Y : S I G . I NV E N T O R Y NO . S C A LE R E V I S I ON S R E V I E W E D B Y : I N I T . DA TE R E V I E W E D B Y : DATE P L AN DA TE : 0 D i v i s i on 6 H a r n e tt C oun t y L illi ng t on U S 421 ( F r on t S t r ee t ) A t U S 401 N C 27 - 210 ( M a i n S t r ee t ) O c t ob e r 2014 P L A J P G 1 " = 20 ’ 20 S i gn a l U pg r a d e 06 - 0125 N P E D E S T R I AN M OV E M E N T UN S I GNA L I ZE D M OV E M E N T UND ETE C TE D M OV E M E N T ( OV E R L A P ) D ETE C TE D M OV E M E N T P HA S I NG D I AG R A M D ETE C T I ON LE G E ND P HA S I NG D I AG R A M 02+6 02+5 01 +6 01 +5 03+8 04+7 04+8 03+7 jgalloway S:\ITS&SU\ITS Signals\Signal Design Section\Eastern Region\Div-06\06-0125\060125_sig_dsn_20141017.dgn 17-OCT-2014 08:54 F E A T UR E P HA S E 1 2 3 4 5 6 7 8 MI N R E C A LL MI N R E C A LL YELL OW YELL OW ON ON - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ON - - - ON - - - - - - - - - - - - ON ON ON ON ON ON - - - - - - - - - - - - - - - - A ll H ea d s L . E . D . O A S I S 2070 T I M I NG C HA R T D i r ec ti on a l A rr o w C on t r o ll e r & C a b i n e t S i gn a l P o l e w it h G uy W it h P u s h B u tt on & S i gn S i gn a l P o l e w it h S i d e w a l k G uy I ndu c ti v e L oop D e t ec t o r T r a ff i c S i gn a l H ea d P e d e s t r i a n S i gn a l H ea d 2 - i n U nd e r g r ound C ondu it LE G E ND P R O P O S E D E X I S T I NG S i gn M od i f i e d S i gn a l H ea d N / A J un c ti on B ox N / A R i gh t o f W a y o t h e rph a s e s s hou l d no t b e l o we rt h a n 4 s ec ond s . * T h e s e v a l u e s m a y b e f i e l d a d j u s t e d . Do no t a d j u s t M i n Gr ee n a nd E x t e n s i on ti m e s f o rph a s e s 2 a nd 6 l o we rt h a n wh a t i s s ho wn . M i n Gr ee n f o ra ll M i n Gr ee n 1 * E x t e n s i on 1 * M a x Gr ee n 1 * Y e l l o w Cl ea r a n ce R e d Cl ea r a n ce W a l k 1 * Don ’ t W a l k 1 S ec ond s P e rA c t u a ti on * M a x V a r i a b l e I n iti a l * T i m e B e f o r e R e du c ti on * T i m e T o R e du ce * M i n i m u m Ga p R eca ll M od e V e h i c l e Ca l l M e m o r y Du a l E n t r y S i m u lt a n e ou s Ga p T U R N S I NDU C T I V E L OO PS P HA S E D ETE C T O R P R OG R A MMI NG L OOP T I ME D EL AY ( F T ) S T OP B A R F R OM D I S T AN C E ( F T ) S I ZE T I ME S T R ET C H NEW CARD NEW LOOP FULL TIME DELAY EXTENSION CALLING SYSTEM LOOP Y Y Y Y Y Y Y Y Y Y - - - Y Y Y Y Y Y Y Y Y Y Y Y - - - Y Y Y Y Y Y Y Y Y Y Y Y Y - - - - - - - - - - - - - - - Y Y Y Y Y Y Y Y Y - - - - - - - - - - - - - - - - - - - OA S I S 2070 L OO P & D ETE C T O R I N S T A LL A T I ON C HA R T ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex ex 51 21 22 11 61 62 71 41 42 31 81 82 P 21 P 22 P 61 P 62 P 41 P 42 P 81 P 82 11 21 , 22 31 41 , 42 51 61 , 62 71 81 , 82 P 21 , P 22 P 41 , P 42 P 61 , P 62 P 81 , P 82 R Y FY 12" R Y G 12" 16" 71 51 31 11 81 , 82 61 , 62 41 , 42 21 , 22 P 81 , P 82 P 61 , P 62 P 41 , P 42 P 21 , P 22 R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R Y Y Y Y R R R R R R R R R R R R R R F Y F Y F Y F Y F Y F Y F Y F Y G G G G G G G G W W W W W W W W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D W D R K D R K D R K D R K 1 A 2 A , 2 B 3 A 4 A 5 A 6 A , 6 B 7 A 8 A Y Y Y - - - - - Y Y Y - - - - - Y Y Y - - - - - Y Y Y - - - - - Y Y Y - - - - - Y Y Y - - - - - S 07 S 08 S 09 S 10 S 14 S 15 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 6 X 40 6 X 40 6 X 40 6 X 40 6 X 40 6 X 40 70 70 0 0 0 0 0 0 + 110 + 110 + 120 + 120 + 120 + 120 2 - 4 - 2 2 - 4 - 2 2 - 4 - 2 2 - 4 - 2 2 - 4 - 2 2 - 4 - 2 3 3 3 3 3 3 3 3 1 2 2 3 4 4 5 6 6 7 8 8 - - - - - - 15 15 15 3 10 15 3 5 7 10 7 7 7 10 7 7 2 . 0 3 . 0 2 . 0 2 . 0 2 . 0 3 . 0 2 . 0 2 . 0 15 40 25 15 15 40 25 15 20 M ph - 2 % G r a d e 20 M ph + 5 % G r a d e 20 Mph +1% Grade 20 M ph + 3 % G r a d e U S 42 1 ( F r on t S t r e e t ) Front Street U S 401 - 421 N C 27 - 210 ( M a i n S t r ee t ) U S 401 N C 27 - 210 ( M a i n S t r ee t ) N O R T H C A R O L I N A E N G I N E E R P R O F E S S I O N A L J A S O N P . G A L L O W A Y 029904 S E A L ex T yp e II S i gn a l P e d e s t a l 3 . 0 2 . 9 3 . 0 3 . 2 7 12 3 . 0 2 . 8 3 . 0 3 . 3 3 . 0 2 . 6 3 . 0 3 . 2 7 19 7 19 3 . 0 2 . 9 3 . 0 3 . 3 7 19 U S 401 - 421 / N C 27 - 210 C L S F u ll y A c t u a t e d 8 P h a s e B - 4138 A S i g . 1 . 0 M a s t e r C on t r o ll e r & C a b i n e t M M 15 ’ 6 ’ 8 ’ 7’ 6’ 8 ’ 6 ’ 13 ’ 6 ’ 9 ’ 10 ’ 2’ 6’ 6’ 3’ Controller Asset #0125. Master Asset #10613, 10. Closed loop system data: supersede these values. signal system timing values operation only. Coordinated chart are for free-run 9. Maximum times shown in timing Walk" time only. countdown the flashing "Don’t 8. Program pedestrian heads to pedestrian calls. "DON’T WALK" with no 7. Omit "WALK" and flashing vehicles turning right on red. to obstruct sight distance of 6. Locate new cabinet so as not presence mode. 5. Set all detector units to lagged. 4. Phase 3 and/or phase 7 may be lagged. 3. Phase 1 and/or phase 5 may be the Engineer. unless otherwise directed by night flashing operation 2. Do not program signal for late Structures" dated January 2012. Specifications for Roads and 2012 and "Standard Drawings NCDOT" dated January 1. Refer to "Roadway Standard T N T T I N D E P A R T M E N O F T R A S P O R T A I O N S T A E O F N O R T H C A R O L A n o i s i v i D y t e f a S d n a y t i l i b o M n o i t a t r o p s n a r T n o i t c e S n g i s e D l a n g i S 750 N. G r ee n f i e l d Pk wy , G a r n e r , NC 27529 Pr e p a r e d i n t h e O ff i c e s o f : 2 A 5 A 3 A 1 A 6 A 7 A 4 A 2 B 6 B 8 A S 07 S 09 S 14 S 08 S 15 S 10 M 10/17/2014
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OASIS 2070 LOOP & DETECTOR INSTALLATION CHART SIGNAL …
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NOTES
SIGNAL FACE I.D.TABLE OF OPERATION
FACE
SIGNAL
PHASE
FLASH0
1
+
5
02+5 02+6 03+7 03+8 04+7 04+80
1
+
6
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALE REVISIONS
REVIEWED BY:
INIT. DATE
REVIEWED BY:
DATE
PLAN DATE:
0
Division 6 Harnett County Lillington
US 421 (Front Street)
At
US 401 NC 27-210 (Main Street)
October 2014 PLA
JPG
1"=20’
20
Signal Upgrade
06-0125
N
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
PHASING DIAGRAM
02+6
02+5
01+6
01+5
03+8
04+7
04+8
03+7
jgall
ow
ay
S:\
IT
S&
SU
\IT
S S
ignals
\Sig
nal
Desig
n S
ecti
on\E
aste
rn R
egio
n\D
iv-06\0
6-0125\0
60125_sig
_dsn_20141017.d
gn
17-O
CT
-2014 0
8:5
4
FEATURE
PHASE
1 2 3 4 5 6 7 8
MIN RECALL MIN RECALL
YELLOW YELLOW
ON ON
- -
- - - -
- - - -
- - - - - -
- - - - - -
- - - - - -- -
- -
- - - ON - - - ON
- - - - - -
- - - - - -
ON ON ON ON ON ON
- - - - - -
- - - - - -- -
- -
All Heads L.E.D.
OASIS 2070 TIMING CHART
Directional Arrow
Controller & Cabinet
Signal Pole with Guy
With Push Button & Sign
Signal Pole with Sidewalk Guy
Inductive Loop Detector
Traffic Signal Head
Pedestrian Signal Head
2-in Underground Conduit
LEGENDPROPOSED EXISTING
Sign
Modified Signal Head N/A
Junction Box
N/A Right of Way
other phases should not be lower than 4 seconds.
* These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all