Clovis City Council
December 16, 2024

CHANNEL PARMETERS [1 8.3] CHANNELS+ [1.8.4]
CM 17-24 Mapping; DEFAULT Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 D-Conn Mapping: NONE Flash Green Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Invert Rail Inputs: OFF Flash Red Off Off Off Off Of! Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC10 Mode: USER Flash Yellow Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off 10 PARAMETERS [1.8.6] Inh Rod Fl In Proompt Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC10 Mode: USER Olap Ovrd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D-Conn Mapping: NONE Override Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T & F BlU Mapping DEFAULT
Invert Rail Inputs: OFF ID: 285 NAME: Behymer & Willow
EVP Ped Confirm OFF
I/O LOGIC [1.8.7] Prt Date: 2/28/2020
Result Operand_1 Operand_2 Operand_3 Timer Pad Farms (IVIM>5>4 Row# I/O Fen Inv Src Fun
10 OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Inv Src Fun
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Inv Src I/O Fun
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Dly Sec Del#
DLY 0
OLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY
DLY
Call No
Act
Max
Pres
Err
cm
0 4 ! 0
0^ 0
0 0
PAGE 6
1154
AGENDA ITEM NO. 15.
'/eh Par 1-3215.1] Vehicle Options 1-32 [5.2] Paramelerst 1-32 [5.3] Info Input CaD Swi Only Olay Ext Que No Max Err
Slot 0 0 Act Pres Cnt
Fall
Time
Ext Oue Add Red Yell
W Lock Lock
Del Occupancy May
TJT Type Src Dir
Oet
«
iiitJ
212U
2I2L
2UU
213L
2I4L'
JtSt'
4I6U
4I6L
4t7U
417L
4l8t;
tieu
3i9L
5JIU
6J21I
$J2L
6J3U
6J3L
6J4U
7JSU
HJ6U
8J6L
IU7U
(U7I.

HJ8U
5J9U
7J9L
2IIIU
4inL
6JI1U
8J1IL
1IIL
2I4L
315L
4I8L
SJIL
6J4L
7J5L
8J8L
41101;
41IUL
KJIOU
8JIUI.
10 15
2 2
IS 2
2 IS
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
NORM
NORM
STOPS
STOPS
STOPS
STOPS
NORM
NORM
STOPS
STOPS
STOPS
STOPS
NORM
NORM
NORM
NORM
STOPS
STOPS
STOPS
STOPS
NORM
NORM
STOPS
STOPS
STOPS
STOPS
NORM
NORM
STOPS
STOPS
STOPS
STOPS
NORM
STOPS
NORM
STOPS
NORM
STOPS
NORM
STOPS
NORM
NORM
NORM
NORM
■RBCr
SBT3
S6R1
SBT1
EBL1
WBT1
SBL1
NBT3
NBR1
NBT1
WBL1
EBT3
EBR1
EBT1
NBL2
SBT2
EBL2
WBR1
SBL2
NBT2
EBT2
12 44
ID: 285 Name: Behymer & Willow Vol/Occ Period Seconds
PAGE?
1155
AGENDA ITEM NO. 15.

Al»1 Times Table [1.1.6.1
Column#.,. •> 2 3 4 5 6 7 8
Assign 0
MIn Gm
- -
Gap, Ext
Max 1
Max 2
_ . . . —
YelClr
Red Or
Watk
Ped CIr
Alt#2Time$ Table [1.1.6.1
Column#... -> 1 2 3 4 5 6 7 8
Assign 0
MinGm
— •
Gap, Ext
Maxi
Max 2
Yet CIr
Red CIr
Walk
Ped Or
Alt# 3 Times Table [1.1.6,1
Column#... •> 1 2 3 4 5 6 7 8
Assign 0
MinGm
- — - -
Gap, Ext
Maxi
Max 2
YelClr
Red CIr
Walk
Ped CIr
Alt# 1 Options
Column # •>
Assign 0
Table [1.1.6.21
112 13 14 15 16 17
Lock Calls
Soft Recall
Dual Entry
Enabl SimGap
Guar Passage
Rest In Walk
CondSennce
Resetvice
Non-Act 1
Red Rest
Max2
Ped Delay
Confiicling 01
Alt#20pllons Table [1.1.6.21
Column# •>
Assign 0
Lock Calls
Soft Recall
Dual Enrty
EtabI SimGap
Gaur Passage
RestlnWdk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Confiictinq 01
112 13 14 15 16 17 16
Alt#30ption5Table[1.1.6.21
Column# •>! 1 I 2 I 3 TT
Assign 0
LockCaas
Soft Recall
Dual Enrty
Enabl SimGap
Gauf Passage
Rest In Walk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Conflicting 01
5 16 17 18
Altf 4 Options Table [1.1.6 21
Column # -> 112 13 14 15 16 17
Assign 0
Lock Calls
Soft Recall
Dual Entry
Enabl SimGap
Gaur Passage
Rest In Walk
Cond Seivice
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Conflicting 01
Alternate Tables [2.6]
Pal# POpI PTIma DatQrp CallAnh OlpOff ASC CNA1 Max2 DIa Off
Off
Off
OR
OR
OR
OR '
OR i'
OR
OR
OR _
OR ■
OR ■_
OR
OR
OR
OR
OR
Off
Off
Off
OR "
OR
Off i
DPI
dit"
OFT
DFT
DFT
dft"
"DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
Time Base Parameters [4.6]
Daylight Savings Time ENABLE
Time Base Sync Ref 0
GMTORset 8
Daylight Savings Mon Wee k
Spring 3 2
Fall 11 1
NOTE: % and Ml
parameters are not used
and are not shown
above.

City oi
m.1^
NAME: Behymer & Willow
2/28/2020 ID: 285
PAGES
1156
AGENDA ITEM NO. 15.

Annua^chedu^^!3^^^[ Month _Da^^ofJWeel^ Date Day Plan
F M A
X X X
M J J
X X X
A S 0
X X X
N D
"x "x" X
T W T
X X X
F S
X
1_ 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 x" X X X X X X X X X X X X X X X X X X X X X XXX X X X XXX 1 F M A
'XIXIX

M J J A S O N D S M T W T
xlxixixixixixixl
F S
X
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 |X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X|X[X|X|X|X F M A
X X X
M J J
X X X
A S 0_
X X X
N _P_ "x X _S__M
X
T W T F S 2 3 4 5 6 7 8 9

XXX X X XXX
10 11 12 13
XX X X
14 15 16 17

X X X X
18 19 20 21

X X X X
22 23
X X
24 25
X X
26 27 28
XXX
29 30 31
X XX
F M A M J J A S 0 _N D_
X

S M T W T
X
F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 X X
24 25
X X
26 27 28 29 30 31
XXX- -
F M A M J J A S 0 N D S M T W T F S i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S 0 N D S M T W T F 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S 0 N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E
>
m
F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 14 F M A M J J A S 0 N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S 0 N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 F MA M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 1 0 11 12 13 14 1 5 16 17 1 8 1 9 20 21 22 23 24 25 26 27 28 29 30 31 DAY PLANS [4.4
an 1 Plan 2
Hour!Mini A~
Plan? Plan 4 Plans Plans
Hour I Min j Acl
Plan? Plans Plan 9
Hour I Min j Act
Plan 10
EvI Hour] Mini A~ Evt Evt Hour! Min I A~ Evf Hour Min Act Evt Hour! Min IAct Evt Evt Hour Min Act Hour Min Act Evt Evt Hour! Min IAd 1 54 1 54 1 54 1 54
1157
AGENDA ITEM NO. 15.
# Alarm EvlAIr #1 Bus Preempt Times | Prior. Phases
1 Power Up /Marm. X X Enable OFF MIn 0 0 1 0 1 0 1 0
2 Stop Timina X X Coor+Pre OFF Max 0 _.TSP—
3 Cabinet Door Activation . . Lock Mode MAX Lock 0 Headway 0 4 Coordination Failure X X No Skip OFF Alt Table 0 GrpLock OFF 5 External Alarm #1 . .

Qiump OFF HoldOwell FreeMod OFF
6 External Alarm # 2
. .
7 External Alamt # 3 #2 Bus Preempt Times j Prior. Phases 8 External Alarm # 4
. Enable OFF MIn 0 0 1 0 1 0 1 0
9 Closed Loop Disabled . . Coor+Pre OFF Max 0 -ISP10 External Alarm # 5 • • Lock Mode MAX Lock 0 Headway 0 11 External Alarm #6 . .

No Skip OFF Alt Table 0 GrpLock OFF
12 Manual Control Enable X X Qiump OFF HoldDwell FreeMod OFF 13 Coord Free Input . .
14 Local Rash Input X X #3 Bus Preempt 1imes j Prior. Phases 15 CMU/MMU Rash Input . . Enable OFF MIn 0 oooo
16 MMU Fault X X Coor+Pre OFF Max 0 —TSP—
17 Cvde Fault X • Lock Mode MAX Lock 0 Headway 0
18 Cvde Faiure X • No Skip OFF Alt Table 0 GrpLock OFF
19 Coordination Fault X X Qjump OFF HoldDwell FreeMod OFF 20 Controller Fault X X
25 EEPROMCRC Fault X X #4 Bus Preempt Times 1 Prior. Phases 30 Coord Olaqnostic Fault X X Enable OFF MIn 0 o oo o
37 Download Request X X Coor+Pre OFF Max 0 —TSP—
38 Pattern Change . . Lock Mode MAX Lock 0 Headway 0
49 Preempt 11nput X X No Skip OFF Alt Table 0 GrpLock OFF 50 Preempt 2 Input X X QJump OFF HoldOvell FreeMod OFF
51 Preempts Input X X
52 Preempt 4 Input X X
53 Preempts Input X X
54 Preempts Input X X
55 Preempt 7 Input . .
56 Preempt 8 Input . .
57 Preempts Input .
58 Preempt 10 Input .
59 EEPROM Compare Fault X X
60 Coordination Failure X X
63 TSP Active Trigger . .
73 Controller Access X X Alarm Parameters [1.6.7.1
81 FIO Changed Status X X Pattern Events: ON
Local Txmt Alarms: OFF
Reassign User AIarm#1 In (5): 0
Reassign UserMarm #2 In (6): 0
Preempt Events: ON
ID; 285 Name: Behymer

I/O INPUT FAB LE
1 2 3 4 5 6 7 8
1 2 16 8 22 3 17 9 23
2 6 20 12 26 19S 199 30 31
3 15 21 7 27 13 28 14
4 189 189 169 189 4 18 10 24
5 130 134 132 136 200 201 202 203
6 32 5 19 11 25 29 208 207
7 33 34 35 36 37 38 39 40
8 41 42 43 44 189 189 189 189
ACTION Table [4.5
PaW
10 12
14 15
254
A2 S2 S3 S4 S6 S7 S8
kMy oi
i-rw
Date Printed
2/28/2020

1158
AGENDA ITEM NO. 15.

I/O Inputs -1.8.9.1.5 I/O OUTPUTS-1.8.9.2.5
C-l
PIN
I/O
Source Function Input Name 0-1PIN
I/O
Source Function Output Name C-lPIN
I/O
Source Function Output Name
39 11-1 2 Veil Del 2 1 Logic Grd 83 06-1 IB RedChIB
40 11-2 16 Veh Det16 2 01-1 14 Red Ch 14 84 06-2 66 Gm Chan 18 41 11-3 8 Veh Det8 3 01-2 62 Gm Chan 14 85 06-3 12 Red Ch12 42 11-4 22 Veh Del 22 4 01-3 4 Red Ch 4 86 064 36 Yel Chan 12 43 11-5 3 Veh Del 3 5 01-4 28 Yel Chan 4 87 06-5 60 Gm Chan 12 44 11-6 17 Veh Del 17 6 01-5 52 GmChan4 88 06-6 11 Red Ch11 45 11-7 9 Veh Del 9 7 01-6 3 Red Ch 3 89 06-7 35 Yel Chan 11 46 11-8 23 Veh Del 23 8 01-7 27 Yel Chan 3 90 06-8 59 Gm Chan 11 47 12-1 6 Veh Det6 9 01-8 51 Gm Chan 3 91 07-1 17 Red Ch17 48 12-2 20 Veh Det20 10 02-1 13 Red Ch13 92 Logic Grd
49 12-3 12 Veh Det12 11 02-2 61 Gm Chan 13 93 07-2 65 Gm Chan 17 50 12-4 26 Veh Det 26 12 02-3 2 Red Ch 2 94 07-3 10 Red ChIO 51 12-5 198 Pre 1 In 13 024 26 Yel Chan 2 95 07-4 34 Yel Chan 10 52 12-6 199 Pre 2 In 14 Logic Grd 96 07-5 58 Gm Chan 10 53 12-7 30 Veh Det30 15 02-5 50 Grn Chan 2 97 07-6 9 Red Ch 9 54 12-8 31 Veh Det31 16 02-6 1 Red Ch 1 98 07-7 33 Yel Chan 9 55 13-1 15 Veh Det15 17 02-7 25 Yel Chan 1 99 07-8 57 Gm Chan 9 56 13-2 1 Veh Det 1 18 02-8 49 GmChan 1 I/O Outputs -1.8.9.2.5 57 13-3 21 Veh Det21 19 03-1 16 Red Ch16 C-11 OUTPUTS
58 13-4 7 Veh Del 7 20 03-2 64 Gm Chan 16 1 08-1 115 Not Used 59 13-5 27 Veh Det27 21 03-3 8 Red Ch 8 2 08-2 115 Not Used 60 13-6 13 Veh Det13 22 034 32 Yel Chan 8 3 08-3 115 Not Used 61 13-7 28 Veh Det28 23 03-5 56 GmChan 8 4 084 115 Not Used 62 13-8 14 Veh Det14 24 03-6 7 Red Ch 7 I/O Inputs-1.8.9.1.5 63 14-5 4 Veh Det 4 25 03-7 31 Yel Chan 7 C-11 INPUTS
64 14-6 18 Veh Det18 26 03-8 55 Grn Chan 7 15 17-1 33 Veh Det33 65 14-7 10 Veh Det 10 27 04-1 15 Red Ch15 16 17-2 34 Veh Det34 66 14-8 24 Veh Det24 28 04-2 63 Gm Chan 15 17 17-3 35 Veh Det35 67 15-1 130 Ped Call 2 29 04-3 6 Red Ch 6 18 17-4 36 Veh Det36 68 15-2 134 Ped Call 6 30 044 30 Yel Chan 6 19 17-5 37 Veh Det37 69 15-3 132 Ped Call 4 31 04-5 54 Gm Chan 6 20 17-6 38 Veh Det38 70 15-4 136 Ped Call 8 32 04-6 5 Red Ch 5 21 17-7 39 Veh Det 39 71 15-5 200 Pre 3 In 33 04-7 29 Yel Chan 5 22 17-8 40 Veh Det 40 72 15-6 201 Pre 4 In 34 04-8 53 Gm Chan 5 23 18-1 41 Veh Det 41 73 15-7 202 Pre 5 In 35 05-1 37 Yel Chan 13 24 18-2 42 Veh Det 42 74 15-8 203 Pre 6 In 36 05-2 39 Yel Chan 15 25 18-3 43 Veh Det 43 75 16-1 32 Veh Det32 37 05-3 38 Yel Chan 14 26 18-4 44 Veh Det 44 76 16-2 5 Veh Det 5 38 054 40 Yel Chan 16 27 18-5 189 Unused 77 16-3 19 Veh Det19 100 05-5 42 Yel Chan 18 28 18-6 189 Unused 78 16-4 11 Veh Det 11 101 05-6 41 Yel Chan 17 29 18-7 189 Unused 79 16-5 25 Veh Det25 102 05-7 115 Not Used 30 18-8 189 Unused 80 16-6 29 Veh Det29 103 05-8 114 Watchdog
81 16-7 208 Local Flash
82 16-8 207 Comp StopTm
Cny qI ^
ID: 285
NAME: Behymer & Willow Date Printed;
2/28/2020 Page 111159
AGENDA ITEM NO. 15.

ID Number: 285
LOCATION: Behymer & Willow
City of Fresno
332 Cabinet
44 Detector Plus Setup

DETECTOR ASSIGNMENTS
"1" 11 12 13 14 15 16 17 18 19 110 111 112 113 114
u
Ph 1 Ph2 Ph2 Ph 2 Ph 3 Ph4 Ph4 Ph4 Ph 1 Ph2/4 Ph2 Ph2 PhS FLASH Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Cali&TP3 Call&Ext Ext Call&Ext PPB PPB SENSE T2-1&2 T2-5&6 T2-9&10 T4-1&2 T4-5&6 T4-9&10 T6-1&2 T6.5&6 T6-9&10 T10-5&6 T8-1 T8-4 T8-7 T8-10 C1-56 C1-39 C1-63 C1-47 C1-58 C1-41 C1-65 C1-49 C1-60 011-23 C1-80 C1.67 C1-68 C1-81 Det 1 Det 2 Det 4 Det 6 Det 7 Det 8 Det 10 Det 12 Det 13 Det 41 Det 29 NBL1 SB Far SB Mid SBT1 EBL1 WB Far WB Mid WBT1 NBLt Bk BIKE Ph 1 Ph2 Ph2 Ph2 PhS Ph4 Ph4 Ph4 Ph3 Ph2/4 Ph4 Ph 4 Ph 8 STOP Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Ext Call&Ext PPB PPB TIMING w
T2-3&4 T2-7&8 T2-11&12 T4-3&4 T4-7&8 T4-11&12 T6-3&4 T6-7&S T6-11&12 T10-7&S T8-2 T8-5 T8-8 T8-11 011-15 01^3 C1-76 011-16 011-17 C1-45 C1-78 011-18 C1-62 011-24 C1-53 C1.69 C1-70 C1-S2 Det 33 Det 3 Det 5 Det 34 Det 35 Det 9 Det 11 Det 36 Det 14 Det 42 Det 30 NBL2 SB Bk SBRt SBT2 EBL2 WB Bk WBRt WBT2 EBLt Bk BIKE
"J" J1 J2 J3 J4 J5 J6 J7 JS J9 JIG Jll J12 J13 J14
u
Ph5 Ph6 Ph 6 Ph 6 Ph7 PhS PhS PhS Ph 5 Ph 6/S PhS EMERA EMER a RR1 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TPS Call&Ext Ext Call&Ext Ph2 + 5 Ph4 + 7 FLASH T3.1&2 T3-5&6 T3.9&10 T5-1&2 T5-5&6 T5-9&10 n-i&2 T7.5&6 T7-9&10 Tio-g&io T9-1 T9-4 T9-5 T9-10 E
R
C1-55 C1-40 C1-64 C1-48 C1-57 C1-42 C1-66 C1-50 C1-S9 011-25 01-54 C1-71 C1-72 C1-51 Det 15 Det 16 Det 18 Det 20 Det 21 Det 22 Det 24 Det 26 Det 27 Det 43 Det 31 SBL1 NB Far NB Mid NBT1 WBL1 EB Far EB Mid EBT1 SBLt Bk BIKE Ph5 PhS Ph6 Ph6 Ph7 PhS PhS PhS Ph7 Ph6/8 PhS EMER C EMERD RR2 Call&Ext Call&TPS Call&Ext Call&TP3 Call&Ext Call&TPS Call&Ext Call&TP3 Call&Ext EXT Call&Ext Ph 1 + 6 Ph3 + 8 LTD OP W
T3-3&4 T3-7&8 T3-11&12 T5-3&4 T5-7&8 T5-11&12 T7-3&4 T7-7&8 T7-11&12 T10-11&12 T9-2 T9-7 T9-8 T9-11 011-19 C1-44 C1-77 011-20 011-21 C1-46 C1-79 011-22 C1-61 011-26 C1-75 C1-73 C1-74 C1-52 Det 37 Det 17 Det 19 Det 38 Det 39 Det 23 Det 25 Det 40 Det 28 Det 44 Det 32 SBL2 NB Bk NBRt NBT2 WBL2 EB Bk EBRt EBT2 WBLt Bk BIKE

ISOLATORS
COMMENTS:

1160
AGENDA ITEM NO. 15.
10:

TIMING UPDATES AND MODIFICATIONS
285 NAME: Behymer & Willow
DATE CHANGES MADE ATMS or

CABINET BY
2/28/2020 Updated All Red Start from 4 to 6 seconds. Updated timing calculations, FDW, and detector attributes. ATMS JT

1161
AGENDA ITEM NO. 15.

Movement NL ST SL NT ET
Phase Ootlons* M.l 'I Unit Params (1.2.11
"
ly ol
rimes (1.1.1] 1 2 3 4 5 6 7 8 9 10 Options-f 2 3 1 4 5 16 17 a 9 10 Screen Sbt Metric OFF "1 Min Green S 8 8 8 Resenice Startup Fle^ 0 Red Revert 2
Gap. ExI 2 5.9 5.9 S.S FedClr Thru Yel MCE'nmeout 0 Auto Pdd Clear OFF Max 1 20 35 20 35 30 SkipRed-NoCaD LocFlsh Start RSt Display iTme 60 I Max 2 12 25 12 25 20 Red Rest Yellow <3* OFF Tone Disable ON Phase Soq. (2 rlnql Chart [1.2.4] | yel Clearance 4.3 4.7 4.3 4.7 4.3 Max II Allow Skip Yel OFF AudloPe^ime 0 Seql RInq Phases 1 Red Clearance 2 1 1 1 'Max III Start Red Tm 6 >hase Mode STD8 1 1 1 2 3 4 0 0
Walk S Max Inhibit StarL^Caes UseProg CNAFreeTime 0 2 5 6 7 8 0 0 Fed Clearance 32 FedOelav TOO Dimming OFF Diamond Mode 4Ph 2 1 2 3 0 0
Red Revert 2 2 2 2 Red Rest on Gap ST over Pmipl OFF Free Rmg See 2 5 7 8 0 0 Add Initial Conflictino Phase Feature Prollla 10 Mode USER 3 1 2 1 3 4 0 0
Max Initial Gm/Ped Delay MxSeekTrkTm 0 Max Cyc Timer 0 2 5 6 7 8 0 0 Time 64 Reduct 8 8 8 Omit Yel. Yel F MxSeekDwet 0 CycFttAcn ALARM 1 2 1 3 4 0 0 Cars 64 Reduct Fed Out/Oip Fed PrmpUExtCoor EXT CImcOedde OFF 2 6 5 7 8 0 0 rime To Reduce 18 18 15 SUrtYeLNextP Am Switch 8T0PTM LPABSrs 3-6 5 1 2 3 4 0 0
Reduce By 'StartupVehCall 2 3 4 5 6 7 8 •InhFYARedSt OFF Security [May 0 2 6 8 7 0 0 Min Gap 2 2 2 2 'StartuoPedCall RingAlge 0
6 1 1 2 3 4 0 0
DyUaxLim |Phasc Concurroncy |1 1.4| j 2 6 5 8 7 0 0
Max Sleo Phase Rjnj Startup 1 Concurrent Phases 1
7 1 2 11
3 4 0 0
Oolionsll.1.21 1ID□J_3 ^2 XI 7 18! 9 1 1 RED 5 8 : 0 ' 0 1 1 2 d6 ;8 7 0 0
Enable X X X X X 2 1 GREEN 5 8 0 0 □ * a
1 2 1 3 4 0 0
Min Recall 3' " 1 RED 7 8 0 1 0 L_. M • 76.128 or newer 0 2 6 S a 7 0 0
Max Recall 4 1 RED 7 8 : 0 : 0
9 1 1 2
4 3 0 0
Fed Recall 5 2 RED 1 2 : 0 0 Tlme8+ [1.1.7 ]
2" S 6
7 8 0 0
Soft Recall X X 6
. . .
2 GREEN 1 0 0
Walk2 '
w
2 xXXXXX 10 1 1 2 4 3 0 0
Lock Calls 2 RED 3 ~4l 0 0 0 . 0 1 0 i 0 ■ 0 1 0 1i 0 0 2 6 5 7 8 0 0 Auto Flash Entry 8 2 RED 3 4 I 0 0 BikeOr 0 0 0 0 0 1■ 0 ! 0 0 11 1 : 2 1 4 3 0 0
Auto Flash Exit "9 RED 0 0 i 0 0 GmFlash 0 0 ' 0 1 0 XX[X 0 2 1 s 6 7 8 0 0 Dual Entry X X fo" RED 0 0 ! 0 0 SfClrMn 0 0 0 1 M1 1X
0 12 1 1 2

1. 4 3 0 0
Enable SImul Gap ii" RED 0 o1 0 0 SiarNoFlsh OFF OFF OFF OFF OFF OFF OFF OFF '"2 6 5; 7 8 0 0 Gauranlee Fassage 12 RED 1 0 0 {10 i0 NoPed Reserv 13 1 1 1 2 4 3 0 0 Rest in Walk 1 Comm Ports [6.6| |Comm [6.2] 2 S 6 6
7 0 0
CondKonal Service 1 Channel 11 Port 1 Echo 1i Mode Port 1 Baud Rate | FCM 14 1 1 2 4 3 0 0 Non-Actuated 1 1 Async 1
~SPi NONE 0 1 38400 1 2 6 5 6 7 0 0
Non-Acbiated 2 Async 2 SP2 NONE 0 2 9600 6
15 1 ; 2
1 4 3 0 0
AddlnltCalc Async3 SP8 NONE 0 3 9600 6 2 s 6 e 7 0 0
A 1 Async4 OFF NONE 0 4 9600 6
16 1 2 1 4 3 0 0
2 5 1 z Sync 1 SPSS jComm [6.5] jrrmiTT 1 2 " 6 5 6 7 0 0 1% 1
£
tJ I Sync 2 OFF IP Address: 10 ~!3~ 25 131 ATMS lAdvance Warning [1. •9] O
z
TS2CVM NONE Mask: 3SS 255 255 0 10 50 10 22 Tm
8 ^
1 Opticom NONE Gateway: to 53 25 1 SG 1 AuxOut#1| 0
1ZD 1 1 GPS NONE Port#: 1 $125 1 0 0 0 0 AuxOut#2 0 0
= 1 6
5 Perrin NAME: Perrin & Willow ID: 284 Configuration; Standard File Prepared by:

Checked by:

CS
cs
Date Installed / By:

Date Superseded:

V76.12/13
Updated 12/6/17
D«tB Printed:
3/18/20
Page1
1162
AGENDA ITEM NO. 15.
[2.4] Patterns [2.7.1-24] Splits [2.5] Transition
[2.1] Coord Modes+ Pat* Cyc Off spilt Seq Split [2.7] 1 2 3 4 s s 7 8 9 10 Patf Short Long Dwell NoShortwayO E-Y1d Offset Rel Hold Fit Min
Veh
Min
Fed Ml
TtstOpModa 0 Split 0 0 0 0 0 0 0 0
CorrecSon SHRTfUG 1 1 1 Crd-P 1 10 25 0 0 0 0 0 CnaOtM X OFF Uazimuni MAXINH Mode NON NON NON NON NON NON NON NON NON NON ForcaMode FIXED Split 0 0 0 0 0 0 0
Flash Mode CHANNEL 2 0 1 Crd-P 2 10 25 0 0 0 0 0 eneORH X OFF Cooid Modes* (Page 2) Mode NON N<X NON NON NON NON NON NON NON NON FreeonSeqCh ON Spilt 0 0 0 0 0 0 0
Closed Lo(9 OFF 3 1 Crd-P 3 10 25 0 0 0 0 0 enSORH X OFF E>larn^ OFF Mode NON NON NON NON NON NON NON NON NON NON Latch Sec Fre OFF Split 0 0 0 0 0 0
SIoiMvWalk OFF 4 1 Crd-P 4 10 25 0 0 0 0 D eadORN X OFF Red Recycle P12S$.INH Mode NON NON NON NON NON NON NON NON NON NON Expand SpR OFF Spirt 0
EasyFloal OFF S s 1 Cfd-P 1 ■ I 1 S 10 25 0 0 0 0 0 efieoKN X OFF Aulo Reset ON Mode NON NON NON NON NON NON NON NON NON NON NTCIPYi«d *1 0 Split 0 0
Leave Walk 6 1 Crd-P 6 10 25 0 0 0 0 0 enaoRN X OFF
Before TIMED Mode NON NON NON NON NON NON NON NON NON NON After TIMED Split 0 0 0 0
7 1 Crd-P 7 10 25 0 0 0 0 0 CnddRN X OFF
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0
O
8 0 9 1 Crd-P 8 10 25 0 0 0 0 0 0 EfidORX • X OFF
Mode NON NON NON NON NON NON NON NON NON N(X
i
eO
SpDt 0 0 0 0 0 0 0
9 0 0 9 1 Crd-P 9 10 25 0 0 0 endORN . • OFF
Mode NON NON NON NON NON NON NON NON NON NON
Spilt 0 0 0 0 0 0 0
d)
(L 10 0 0 10 1 10 Crd-P 10 10 25 0 0 0 0 0 0 endORN • - - OFF Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 D 0 0 0 0
* 1
m
flC
11 0 0 0 1 11 Crd-P 1 11 17 0 0 0 0 0 0 BdlORN • OFF
Mode NON NON NON NON NON NON NON NON Inon NON
0 0 0 0 0 0 0 0 0
o
•'Cl 12 0 0 0 1 12 Crd-P 12 17 0 0 0 0 0 0 B*eORM • OFF u e oUL Mode NIX NON NON NON NON NON NON NON NON NON e 1 S 2 Split 0 0 0 0 0 0 0 0 0 13 0 0 D 1 13 Crd-P 13 17 0 0 0 0 0 0 B>)OtU • OFF
Mode N(X NON NON NON NON NON NON NON NON NtX
Date Printed:
3/18/2020 PAGE 2
1163
AGENDA ITEM NO. 15.
[2.1] Coord Modes*
[2-4] Patterns
PiM Crt Oft S9IR $»q
[2.7.1-24] S
Split 12.7]
ills [2.6] Transition
PaH Short Long Dwell No Shortway 0 OflHt Ril
KoM Fit MIn
Vah
Min
Fed
TntOpMode Spill 0 0 0
0 0 0
liON NOS NON NON NOW NON NON NON NON NON
Split
Rash Mode CHANNEL 0 0 0
Coord Modes' (Page 2) NON NON NON NON NON NON
0 0

NON NON
0 0

NON NCW
0 0 0 0 0 BeaOAN
ClosedLMp
SpM
0 0 0

NON NON NON NON NON NON
0 0

NON NON
0 0
0 0 0 0
PsdRecyde
0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegORH

NON NON
EicandSplI
Easy Real 0 0 0
0 NON
0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 D BepCHN
Split 0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 0 B*«aitN
%
c i
IIUI
:K
Date Printed:
3/18/2020
Spin 0 0 0 0
0 0 0

NON NON NON NON NON NON NON NON
0 0

NON NON
0 0 0 0 0 BasIMN
Spill
0 0 0

NON NON NON NON NON NON
0 0

NON NON
0 0

NON NON
0 0 0 0
0 0 0
0 0

NON NON
0 NON NON
0 NON
0 0 0 0

NON NON NON NON
0 0 0 0 0 SepCAN
Spin 0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 0 BepOAM
Spill 0
NON
0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 0 BepdAH
0 NON
0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 0 SepCAN
Spin 0
NON
0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 0 SapCAH
1164
AGENDA ITEM NO. 15.
[2.7.X.3] TSP Split Table [2.9.2.(1-8)1 Strategy Tables Pltl Cyc Off spilt 1 $«q SPUTS 1 2 3 4 s 6 7 s 9 10 STRATEGY 1 STRATEGY 2 1 0 1 1 0 0 0 0 0 0 0 0 0 0 SvcPhases 0 0 0 0 SvcPhases 0 0 0 0 TSP - Ma« Rfiducllon 0 0 0 0 0 0 0 0 0 Phs Omits 0 0 0 0 Ris Omits 0 0 0 0 TSP • Max Extend 0 0 0 0 0 0 0 0 0 Ped Omits 0 0 0 0 Ped Omits 0 0 0 0 Request 1 2 3 4
Strategy 0 0 0 0
TimSvcDes 0 0 0 0 STRATEGY 3 STRATEGY 4
TimEstDcp 0 0 0 0 SvcPtsases 0 0 0 0 SvcPhases 0 0 0 0
2 Cyc 1 Off 1 Spilt Seq 1 SPLITS 1 2 3 4 5 6 7 8 9 10 Phs Omits 0 0 0 0 Ptis Omits 0 0 0 0 0 1 0 1 2 1 1 0 0 0 0 0 0 0 0 0 Ped Omits 0 0 0 0 Ped Omits 0 0 0 0 TSP • Max Reduction 0 0 0 0 0 0 0 0
TSP • Max Extend 0 0 0 0 0 0 0
Request 1 2 3 4 STRATEGY 5 STRATEGY 6
Strategy 0 0 0 0 SvcRiases 0 0 0 SvcPhases 0 0 0
TimSvcDes 0 0 0 0 Phs Omits 0 0 0 0 Phs Omits 0 0 0 0
TimEstDcp Q 0 0 0 Ped Omits 0 0 0 Ped Omits 0 0 0
3 Cyc 1 Off Spiit Seq SPLiTS 1 2 3 4 6 7 8 9 10
0 1 0 3 1 0 0 0 0 0 0 0
TSP • Max Reduction 0 0 0 0 0 0 0 STRATEGY 7 STRATEGY 8 TSP • Max Extend 0 0 0 0 0 0 0 0 SvcPliases 0 0 0 0 SvcPhases 0 0 0 Request 1 2 3 4 Ris Omits 0 0 0 0 Phs Omits 0 0 0
Strategy 0 0 0 0 Ped Omits 0 Q 0 0 Ped Omits 0 0
TimSvcDes 0 0 0 0
TimEstDcp 0 0 0
4 Cyc Oft 1 Spirt Seq 1 SPUTS 1 2 3 4 5 6 7 8 10 Cyc 1 OH 1 Spill Seq 1 SPUTS 1 2 3 4 5 6 7 9 10 0 0 4 1 1 0 0 0 0 0 0 0 0 0 i 0 : 6 1 1 0 0 0 0 0 0 0 0 TSP • Max Reduction 0 0 0 0 0 0 0
8 TSP • Max Reduction 0 0 0 0 0 0 0 0
TSP • Max Extend 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 Request 1 2 4 Request 1 2 3 4
Strategy 0 0 Strategy 0 0
TimSvcDes 0 0 TimSvcDes 0 0
TimEstDcp 0 0 TImEstOep 0 0
5 Cye Off 1 spn Seq SPLITS 1 4 s 6 7 8 10 Cye OH Split S«1 SPLITS 1 4 6 9 10 0 0 5 1 0 0 0 0 0 0 0 9 1 0 0 0 0 0 0 0 0 0
TSP • Max Reduction 0 0 0 0 0
Ul
Ul
TSP - Max Reduction 0 0 0 0
TSP • Max Extend 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 Request 1 4 Request 1 3 4
PAGE 4
Strategy 0 Strategy 0 0 0
TimSvcDes 0 0 TimSvcDes 0 0 0 0
TimEslDep 0 0 TImEstDep 0 0
1165
AGENDA ITEM NO. 15.

Overlap 1-8 Program Farms & Parm+ [1.5.2.1) [1.5.2.8] Preemption Options* [3.Pre #.6] Phases (3.#.2] ■ set the Dwell Phases Included 0 NORMAL Pre# Enable 1 Tvca Oulsut 1 Pattern 1 SUd Co*Pre Flash Max/MIn Pre# Column 1 2 4 5 6 7 1 8 9 1 10 1 Modifier 0 Gm 1 OFF RAIL TS2 OFF OFF OFF MAX 1
Dwell Veh
Conflict 0 Yel 3 2 OFF RAIL TS2 OFF OFF OFF MAX Peds
A Conflict dap Red 1 3 ON EMERG TS2 OFF t*F OFF MAX LNvellVeh Conflict Ped 4 OFF EMERG TS2 OFF OFF OFF MAX Peds
Induded 0 NORMAL 5 OH EMERG TS2 OFF OFF OFF MAX 3Dwell Veh 2 5 2 Modifier 0 Gm 6 ON EMERG TS2 OFF OFF OFF MAX Peds .

Confiict0 Yel 3 Preemption limes 13.#.1] Dwell Veh
B Conflict Clap Red 1 Pre# Oelav 1 MiflOura 1 MaxPres MinGm 1 MinWIk 1 PedClr iTmBcGmi MinOwell Peds Conflict Ped 1
S
Dwell Veh 6 1
Included 0 NORMAL 2 Peds
3 Modifier 0 Gm 3 10 00 6 28 10 Dwell Veh 8
Conflict 0 Yel 3 4 ID 60 6 26 10 Keds j
C Conflict Clap Red 1 5 ID 60 6 28 10 Phases [3.#.2]-Trk Veh Exit Phases r3.#.21 Conflict Ped 6 ID 60 6 26 10 Pre# Phases No. Exit Phase Included 0 NORMAL 1 1
4 Modifier 0 Gm Preemption, Options (3.#.3] 2 2
Conffict0 Yel 3
Pre# Lock Ovar-rlde Over-ride Higher Unk 3 3 2 S
0 Conflict dap Red 1 Input Auto Flash Preemot 4 4 1 1
Conflict Ped 1 OFF OFF OFF OK 5 1 1 S 1 6 1
Included 0 NORMAL 2 OFF OFF OFF WF 6 6 8
'
5 Modifier 0 Gm 3 OFF OFF OFF OFF Overlaps* [3.#.SI
Conflict 0 Yel 3 4 OFF OFF OFF OFF Pre# Preemot Overlaos e E Conflict dap Red 1 5 OFF OFF OFF OFF 1
Track
Conflict Ped 6 OFF OFF OFF OFF Dwet
Included 0 NORMAL Prcemptioii, Times* [3 # 4] Pre 1 = RRl Track 6 Modifier 0 Gm Extend Return Ped CIr Yel Red 2 Dwet
Conflict 0 Yel 3 Pre No. Dwell Max Pre 2 = RR2 Track
F Conflict Clap Red 1 1 Pre 3 = EVA 3 Dwell
Conflict Ped 2 Pre 4 = EVB Track
Induded 0 NORMAL 3 20 10 3.9 2 Pre 5 - EVC 4 DweU
7 Modifier 0 Gm 4 20 10 3.9 2 Track
Conflict 0 Yel 3 5 20 10 3.9 2 5 Dwel.

G Conflict Clap Red 1 6 20 10 3.9 2 Track
Conflict Ped 6 Dwell
Included 0 NORMAL Proq Farms* |MM>1>5>2>X>31 ^1 o> B*. 1-A OverlaoB* 3-C 8 Modifier 0 Gm Leading Green OFF FYA MCE Disable OTF Leading Green OFF FYA MCE Disable OFF Conflict 0 Yel 3 Transit Input FYA Skip Red OTF Transit Input FYA Skip Red OFF H Conflict Olap Red 1 FYA Delay Time FYA AfterPreempt OFF FYA Delay Time FYA AfterPreempt OFF Conflict Ped Ped Call Clear OFF Ped Call Clear OFF
OLP GENERAL PARAMETERS [1.5.1] Ped ClearUme FYA ImmedReturn OFF Ped ClearTlme ImmedReturn OFF LocklnhWl OFF Green Extlnli Green Ext Inh
Conflict Lock Enable OFF OverlapB*. 2-B OverlapB* 4-b
Parent P Clearance ON Leading Green CffF FYA MCE Disable OFF Leading Green OFF FYA MCE Disable OFF Xtra Ind Ptiases OFF Transit Input FYA Skip Red OFF Transit Input FYA Skip Red OFF InhibitLocklnlerval Always FYA Delay Time FYA AfterPreempt OFF FYA Delay Time FYA AfterPreempt OFF Channel Parameters [1.8.3] Ped Call Clear OFF Ped Call Clear OFF Pre Invert Rail Input] OFF Fed ClearTlme FYA ImmedReturn OFF Ped ClearTlme •YA ImmedReturn OFF Cily o' Green Ext Inh Green Ext Inh
FRE ID: 284 Name: Perrin & Willow Date Printed:
3/18/2020 Paqe 5
1166
AGENDA ITEM NO. 15.

CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
CHANNEL SETTINGS [1.8.1] Chan Settings [1 8.2]
Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Phase/Clap iV 2 3 4 5 6 7 6 2 4 2 4 6 8
Channel Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED VEH VEH VEH VEH VEH VEH VEH VEH Channel Flash RED RED RED RED RED RED RED RED RED RED RED RED DRK DRK DRK DRK DRK DRK DRK DRK DRK DRK DRK DRK Flash 1-2 Hertz X X X X

CHANNEL PARMETERS [1 8.3] CHANNELS+ [1.8 4]
CK17-24 Mapping: DEFAULT Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 D-Conn Mapping: NONE Flash Green Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Invert Rail Inputs: OFF Flash Red Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC ID Mode: USER Flash Yellow Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off 10 PARAMETERS [1.8.6] Inh Rad Fl In Preempt Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC10 Mode: USER Olap Ovrd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D-Conn Mapping: NONE Override Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T & F BlU Mapping DEFAULT
Invert Rail Inputs: OFF ID: 284 NAME: Perrin & Willow
EVP Ped Confinn OFF
I/O LOGIC (1.8.7] Prt Date: 3/18/2020
Result Operand_1 Operand_2 Operand_3 Timer Ped Farms (MM>5>4 Row# I/O Fen Inv Sfc I/O Fun
10 OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Inv Src Fun
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Inv Src Fun
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Dly Sec DeU/
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY 0
Call No
Act
Max
Pres
Err
Cnt
0 0
0 \ 0
0 I 0
0 0
0 ' 0
PAGE 6
1167
AGENDA ITEM NO. 15.

Veh Par 1-32 |5.l] Vehicle Qjiicns 1-32 (5 2) Paramelers-- 1-3215 3] Info Only
Dir
Input
Slot
CaU
0 Swi
0 Dlay No
Act
Max
PfSS
Err
Cnt
Fail
Time CaU Exl Que AtUInit
Red
Lodt
Ytil
Lock
Del Occupancy

I Y I R
Delay
TTT Type Src Del
t
1 2
3 4
5 6
7 e
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 26
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
nil'
2I2U
2r2L
2I31I
2I3L
2U(;
315t
4I6U
■II6L
4l7t
417L
4I81I
net
319L
SJIt
6J2t
6J2L
6J3U
6J3L
6J4U
7J5t
AJ6U
8J6L
«J7U
8J7t.

HJ8U
5J9t
7J9L
2niu
41111.
64nt
8JIIL
niL
2I4L
3J5L
4I8L
5JIL
6J4L
7JSL
)U8L
4nnu
4IIUL
lUlUt
83101.
15 2
2 IS 2
2 255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
NORM
NORM
STOPB
STOPB
STOPB
STOPB
NORM
NORM
STOPB
STOPB
STOPB
STOPB
NORM
NORM
NORM
NORM
STOPB
STOPB
STOPB
STOPB
NORM
NORM
STOPB
STOPB
STOPB
STOPB
NORM
NORM
STOPB
STOPB
STOPB
STOPB
NORM
STOPB
NORM
STOPB
NORM
STOPB
NORM
STOPB
NORM
NORM
NORM
NORM
NBU
SBT3
SBR1
SBT1
EBL1
SBL1
NBT3
NBR1
NBT1
EBR1
EBT1
N6L2
SBT2
EBL2
SBL2
NBT2
13 15
20 44
10: 284 Name: Perrin & Willow Vol/Occ Period Seconds
Minutes 3/1512020 PAGE 7
1168
AGENDA ITEM NO. 15.

AlOHtTimes Table fl.1.6.1
Column#... •> 1 2 3 4 5 6 7 8 1
Assign 0
MInGm
Gap.Ext
Maxi
Max 2
Yel Or
Red Or
Walk
Ped Or
Alt# 2 Times Table [1.1.6.1
Column#... -> 1 2 3 4 5 6 7 8 1
Assign 0
Min Gm
Gap.Ext
Max1 '
Max 2
Yel Or —;
Red Or
Walk
Ped Or
Alt# 3 Times Table [1.1.6.1
Column#... -> 1 2 3 4 5 6 7 8 1
Assign 0
Mm Urn
Gap, Ext
Maxi
Max 2
Yel Of
Red Or
Walk
Ped Or
ftlW 1 Options
Column # •>
Table [1.1.6.21
Assign 0
Lock Calls
SofI Recall
Dual Entiy
En^SimGap
Guar Passage
Rest In Wdk
Cond Service
Reservlce
Non-Act 1
Red Rest
Max2
Ped Delay
yonfiicting 01
1 I 2 I 3 |4 5 I 6 "tTT
Alto 2 Options Table [1,1,6-2]
Column 0 -> 1 I 2 13 I 4 I 5 I 6 I 7 r
Assign 0
Lock Calls
Soft Recall
Dual Enrty
EnabI SImGap
Gaur Passage
RestlnWdk
CondSeivica
Reservice
NOAVkCtI
Red Rest
Max2
Ped Delay
Conflicting 01
Alt# 3 Options TableJ1.1.6.2l
Column # ->
Assign 0
Lock Calls
Soft Recall
Dual Enrty
EnabI SimGap
Gauf Passage
Rest In W^k
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Conflicting 01
n 2 I 3 I 4 I 5 I 6 I 7 I
Alt# 4 Options Table [1.1.6.21
Column # -> 1 2 3 4 5 1 6 7 8
Assign 0
■
Lock Calls . . , . .

Soft Recall
Dual Entiv
EnabI SImGap ,
Gaur Passage
Rest In Walk . . • 1 •
Cond Service
Reservice . .

Non-Act 1
Red Rest
Max2
Ped Delay
Conflicting 01
Alternate Tables [Ifi]
Pat# POpt prime DetGrp Call/lnh
1 OlpOR
1|2|3h|5|6|7| ASC CNA1 Max2 Ota
Time Base Parameters [4.61
Daylight Savings "Rme
Time Base Sync Ref
GMT Offset
DayirghlSa>flng$
Spring
Fall
ENA&LE
—(3—
Mon
11 "Wee
NOTE: % and Ml
parameters are not used
and are not shown
above.

City ol ^
NAME: Perrin& Willow
3/18/2020 ID: 284
PAGES
1169
AGENDA ITEM NO. 15.
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1170
AGENDA ITEM NO. 15.
# Alarm Ev Air #1 Bus Preempt Times I Prior. Phases
1 Power Ud Alarm- X X Enable OFF MIn 0 o Oo 0
2 Stop Timinq X X Coor+Pre OFF Max 0 —TSP™
3 Cabinet Door Activation . Lock Mode MAX Lock 0 Headway 0 4 Coordination Failure X X No Skip OFF Alt Table 0 GrpLock OFF 5 External Alarm # 1
.

Qjump OFF HoIdlDwell FreeMod OFF
6 External Alarm # 2
.
7 External Alarm # 3
. #2 Bus Preempt Times j Prior. Phases
6 External Alarm #4 • 1 • Enable OFF Min 0 0 1 0 1 0 0
9 Closed Loop Disabled . : . Coor+Pre OFF Max 0 .„TSP—
10 External Alarm # 5 - 1 - Lock Mode MAX Lock 0 Headway 0 11 External Alarm # 6
.

No Skip OFF Alt Table 0 GrpLock OFF
12 Manual Control Enable X X Qjump OFF HoldDwell FreeMod OFF 13 Coord Free Input .
14 Local Rash Input X X #3 Bus Preempt 1 Imes 1 Hnor. Phases 15 CMU/MMU Flash Input . Enable OFF Min 0 0 1 0 1 0 0
16 MMU Fault X X Coor+Pre OFF Max 0 —TSP—
17 Cycle Fault X ■ Lock Mode MAX Lock 0 Headway 0
18 Cycle Failure X .

No Skip OFF AJt Table 0 GrpLock OFF
19 Coordination Fault X X Qjump OFF HoldDwell FreeMod OFF 20 Controller Fault X X
25 EEPROM CRC Fault X X #4 Bus Preempt Times I Prior. Phases 30 Coord Oiaanostic Fault X X Enable OFF Min 0 O o o 0
37 Download Request X X Coor+Pre OFF Max 0 —TSP—
38 Pattern Chanqe . Lock t^ode MAX Lock 0 Headway 0
49 Preempt 11nput X X No SIdp OFF Alt Table 0 GrpLock OFF 50 Preempt 2 Input X X Qjump OFF HoldDwell FreeMod OFF
51 Preempts Input X X
52 Preempt 4 Input X X
53 Preempts Input X X
54 Preempt 6 Input X X
55 Preempt 7 Input . ' .
56 Preempt 8 Input . 1 .
57 Preempt 9 Input . 1 .
58 Preempt 10 Input .
59 EEPROM Compare Faidt X X
60 Coordination Failure X X
63 TSP Active Trkjqer .
73 Controller Access X X Alarm Parameters [1.6.7.1
81 FIO Chanqed Status X X Pattem Events; ON
Local Txmt Alarms: OFF
1 Reassign User Alarm #1 In (5}: 0
1 Reassign User Alarm #2 In (6); 0
Preempt tvenls: ON
ID: 284 Name; Perrin &

I/O INPUT TABLE
1 2 3 4 5 6 7 8
1 2 16 8 22 3 17 9 23
2 6 20 12 26 198 199 30 31
3 15 1 21 7 27 13 28 14
4 189 189 189 189 4 18 10 24
5 130 134 132 136 200 201 202 203
6 32 5 19 11 25 29 208 207
7 33 34 35 36 37 38 39 40
8 41 42 43 44 189 189 189 189
ACTION Table [4.5
12 54
55 Pa»
10 12
13 14
15 254
A2 A3 S2 S3 S4 S5 86 S7 S8
•ity Ol
*S
Date Printed
3/18/2020

1171
AGENDA ITEM NO. 15.

I/O Inputs -1.8.9.1.5 I/O OUTPUTS-1.8.9.2.5
C-1
PIN
I/O
Source Function Input Name C-lPIN
I/O
Source Function Output Name C-1
PIN
I/O
Source Function Output Name
39 11-1 2 Veh Del 2 1 Logic Grd 83 06-1 18 Red ChIB
40 11-2 16 Veh Del 16 2 01-1 14 Red Ch14 84 06-2 66 Gm Chan 18 41 11-3 8 Veh Del 8 3 01-2 62 Grn Chan 14 85 06-3 12 Red Ch12 42 11-4 22 Veh Del 22 4 01-3 4 Red Ch 4 86 06-4 36 Yel Chan 12 43 11-5 3 Veh Det3 5 01-4 28 Yel Chan 4 87 06-5 60 Gm Chan 12 44 11-6 17 Veh Det17 6 01-5 52 Gm Chan 4 88 06-6 11 Red Ch11 45 11-7 9 Veh Del 9 7 01-6 3 Red Ch 3 89 06-7 35 Yel Chan 11 46 11-8 23 Veh Det23 8 01-7 27 Yel Chan 3 90 06-8 59 Gm Chan 11 47 12-1 6 Veh Del 6 9 01-8 51 Gm Chan 3 91 07-1 17 Red Ch17 48 12-2 20 Veh Det20 10 02-1 13 Red Ch13 92 Logic Grd
49 12-3 12 Veh Del 12 11 02-2 61 Gm Chan 13 93 07-2 65 Gm Chan 17 50 12-4 26 Veh Del 26 12 02-3 2 Red Ch 2 94 07-3 10 Red ChIO 51 12-5 198 Pre 1 In 13 02-4 26 Yel Chan 2 95 07-4 34 Yel Chan 10 52 12-6 199 Pre 2 In 14 Logic Grd 96 07-5 58 Gm Chan 10 53 12-7 30 Veh Del 30 15 02-5 50 Grn Chan 2 97 07-6 9 Red Ch 9 54 12-8 31 Veh Del 31 16 02-6 1 Red Ch 1 98 07-7 33 Yel Chan 9 55 13-1 15 Veh Del 15 17 02-7 25 Yel Chan 1 99 07-8 57 Gm Chan 9 56 13-2 1 Veh Del 1 18 02-8 49 Grn Chan 1 I/O Outputs-1.8.9.2.5 57 13-3 21 Veh Del 21 19 03-1 16 Red Ch16 C- 1 OUTPUTS
58 13-4 7 Veh Del 7 20 03-2 64 Gm Chan 16 1 08-1 115 Not Used 59 13-5 27 Veh Del 27 21 03-3 8 Red Ch 8 2 08-2 115 Not Used 60 13-6 13 Veh Dell3 22 034 32 Yel Chan 8 3 08-3 115 Not Used 61 13-7 28 Veh Del 28 23 03-5 56 Gm Chan 8 4 08-4 115 Not Used 62 13-8 14 Veh Del 14 24 03-6 7 RedCh7 I/O Inputs-1.8.9.1.5 63 14-5 4 Veh Del 4 25 03-7 31 Yel Chan 7 C-11 INPUTS
64 14-6 18 Veh Dell 8 26 03-8 55 Grn Chan 7 15 17-1 33 Veh Del 33 65 14-7 10 Veh DetIO 27 04-1 15 Red Ch15 16 17-2 34 Veh Get 34 66 14-8 24 Veh Del 24 28 04-2 63 Gm Chan 15 17 17-3 35 Veh Get 35 67 15-1 130 Ped Call 2 29 04-3 6 Red Ch 6 18 17-4 36 Veh Get 36 68 15-2 134 Ped Call 6 30 04-4 30 Yel Chan 6 19 17-5 37 Veh Get 37 69 15-3 132 Ped Call 4 31 04-5 54 Gm Chan 6 20 17-6 38 Veh Pet 38 70 15-4 136 Ped Call 8 32 04-6 5 Red Ch 5 21 17-7 39 Veh Get 39 71 15-5 200 Pre 3 In 33 04-7 29 Yel Chan 5 22 17-8 40 Veh Get 40 72 15-6 201 Pre 4 in 34 04-8 53 Gm Chan 5 23 18-1 41 Veh Get 41 73 15-7 202 Pre 5 In 35 05-1 37 Yel Chan 13 24 18-2 42 Veh Get 42 74 15-8 203 Pre 6 In 36 05-2 39 Yel Chan 15 25 18-3 43 Veh Get 43 75 16-1 32 Veh Del 32 37 05-3 38 Yel Chan 14 26 18^ 44 Veh Get 44 76 16-2 5 Veh Del 5 38 05-4 40 Yel Chan 16 27 18-5 189 Unused 77 16-3 19 Veh Dell9 100 05-5 42 Yel Chan 18 28 18-6 189 Unused 78 16-4 11 Veh Del 11 101 05-6 41 Yel Chan 17 29 18-7 189 Unused 79 16-5 25 Veh Del 25 102 05-7 115 Not Used 30 18-8 189 Unused 80 16-6 29 Veh Del 29 103 05-8 114 Watchdog
81 16-7 208 Local Flash
82 16-8 207 Comp StopTm
City ot ^
■ ■
ID: 284
NAME: Perrin& Willow Date Printed:
3/18/2020 Page 111172
AGENDA ITEM NO. 15.

ID Number: 284
LOCATION: Perrln & Willow
City of Fresno
332 Cabinet
44 Detector Plus Setup

DETECTOR ASSIGNMENTS
"I" 11 12 13 14 15 16 17 18 19 110 111 112 113 114
u
Ph 1 Ph2 Ph2 Ph 2 Ph 3 Ph4 Ph4 Ph4 Ph 1 Ph2/4 Ph2 Ph 2 Ph6 FLASH Call&Ext Ext Cail&TPS Call&TPS Call&Ext Ext Call&TPS Call&TPS Call&Ext Ext Call&Ext PPB PPB SENSE T2-1 &2 T2-5&6 T2-9&10 T4-1&2 T4-5&6 T4-9&10 T6-1&2 T6-5&6 T6-9&10 T10-5&6 T8-1 T8-4 T8-7 T8-10 E
C1-56 C1-39 01-63 C1-47 C1-58 C1-41 C1-65 01^9 01-60 011-23 01-80 01-67 01-68 01-81 Det1 Det 2 Det 4 Det 6 Det 7 Det 8 Det 10 Det 12 Det 13 Det 41 Det 29 NBL1 SB Far SB Mid SBT1 EBL1 WB Far WB Mid WBT1 NBLt Bk BIKE Ph 1 Ph2 Ph2 Ph 2 Ph3 Ph4 Ph4 Ph4 PhS Ph 2/4 Ph4 Ph 4 Ph 8 STOP Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext Ext Call&Ext PPB PPB TIMING W
T2-3&4 T2-7&8 T2-11&12 T4-3&4 T4-7&8 T4-11&12 T6-3&4 T6-7&8 T6-11&12 T10-7&8 T8-2 T8-5 T8-8 T8-11 C11-15 C1-43 C1-76 011-16 011-17 C1-45 C1-78 011-18 01-62 011-24 01-53 01-69 01-70 01-82 Det 33 Det 3 Det 5 Det 34 Det 35 Det 9 Det 11 Det 36 Det 14 Det 42 Det 30 NBL2 SB BK SBRt SBT2 EBL2 WB Bk WBRt WBT2 EBLt Bk BIKE
"J" J1 J2 J3 J4 J5 J6 J7 J8 J9 JIG Jll J12 J13 J14
u
Ph 5 Ph6 Ph6 Ph 6 Ph 7 Ph8 Ph 8 Ph8 PhS Ph 6/8 Ph6 EMERA EMER B RR1 Call&Ext Ext Call&TPS Call&TPS Call&Ext Ext Call&TPS Call&TPS Call&Ext Ext Call&Ext Ph2 + 5 Ph4 + 7 FLASH p
E
T3-1 &2 T3-5&6 T3.9&10 T5-1&2 T5-5&6 T5-9&10 T7-1&2 T7-5&6 T7-9&10 T10-9&10 T9-1 T9-4 T9-5 T9-10 C1-55 C1-40 C1-64 C1-48 C1-57 C1-42 C1-66 01-SO 01-59 011-25 01-54 01-71 01-72 01-51 Det 15 Det 16 Det 18 Det 20 Det 21 Det 22 Det 24 Det 26 Det 27 Det 43 Det 31 SBL1 NB Far NB Mid NBT1 WBL1 EB Far EB Mid EBT1 SBLt Bk BIKE Ph 5 Ph6 Ph6 Ph6 Ph7 Ph8 Ph 8 PhS Ph7 Ph6/8 PhS EMERC EMER D RR2 Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext EXT Call&Ext Ph 1 + 6 PhS + 8 LTD OP W
E
T3-3&4 T3-7&8 T3-11&12 T5-3&4 T5-7&8 T5-11&12 T7.3&4 T7-7&8 T7-11&12 T10-11&12 T9-2 T9-7 T9-8 T9-11 C11-19 C1-44 C1-77 C11-20 011-21 C1-46 01-79 011-22 01-61 011-26 01-75 01-73 01-74 01-52 Det 37 Det 17 Det 19 Det 38 Det 39 Det 23 Det 25 Det 40 Det 28 Det 44 Det 32 SBL2 NB Bk NBRt NBT2 WBL2 EE Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

ISOLATORS

1173
AGENDA ITEM NO. 15.

ID;

TIMING UPDATES AND MODIFICATIONS
284 NAME: Petrin & Willow
DATE CHANGES MADE ATMS or

CABINET BY
3/18/2020 Reassign DE114 from P3 to PS CS

1174
AGENDA ITEM NO. 15.

Movement Phase Options^ [1.1.3] Un t Params ri.2
Times [1.1.11 ODOons 2 I 3 I 4 I 5 I 6 I 7 I Screen Size 6 Metric Startup Rash 0
MCE iTmeout 0
I^FishStait RSt
Yelow<3' OFF
Alow Skip Yet OFF
StariRedTm 6
'Startiv Cafis OFF
TODOimming OFF
ST over Prmpt OFF
Feature Profile 1
MzSeekTriiTm 0
MiSeekOwel 0
PrmptlExtCoor EXT
Aux Switch STOPTU
•InhFYARedSt Off
Min Green ClTYofCLOVIS
Gap, Ext
Max 1
Max 2
Yel Clearance
RedCtearance
Walk
Red Clearance
Red Revert
Add Initial
Max Initial
Time 84 Redud
CarsB4Reduct
Time To Reduce
Reduce By
Min Gap
DyMaxLim
Max Step
Reseivlce Red Revert
PedCfrlhruYd Auto Fed Clear
2S 40 25 40 2S 40 25 40 SkipRed-NoC^ usplayTine
Red Rest Tone Disabte PtiaseSeq (2 ring) Chart [1.2.4]
AudloPedTime SeqMRlnq Phases
'Max I Phase Mode
Max InhllA CNA Freerme
Ped Delay DiamoRdMode
Red Rest on Gap
Conflicl'na Phase
Free Ring Seq
0 Mode
Gm/PedDeiav MaxCycTmer
Omit Yel. Yel P CycFUActn ALAMl
PedOul/OlpPed umcDecida
StartYel. Next P LPAlt Sfs
'StaftupVehCail *SecurayOelay
•StartupPedCaU
31 46 31 46 31 46 31 46
6 6 6 6 6 6 6 6
Phase Concurroncy M
Phase iRlfwl Concurrent Phases
Options 11.1.21 0
Enable
Min Recall
Max Recall
Ped Recall
Soft Recall
Lock Calls
Auto Flash Entry
Auto Flash Exit
Dual Entiy
Enable Simul Gap
Gaurantee Passage
Rest In Walk
Condilon Service
Non-Actuated 1
Non-Actuated 2
Add Init Caic
GREEN - 76.12B or newer
nmes* [1.1.7
GREEN SkeClr
GrnFlash
SfClrMn
SfCirNoFish
ComfT^e!?]

OFF I OFF
Comni Port I Baud Rite | RH
Channel Port Echo Mode
Asynci
Async2
AsyncS
Async4
Synci
Sync 2
TS2CVM
Optlcom
GPS
?3oi3E
NONE
NONE
NONE Comm [C.5] Host Pt
IP Address 10 12S 1 51
255 255 2SS 0
10 12S 1 254
ATMS
172 26 17 230 Advance Wafnin^T!
.PR
Aux oum
Gateway:

NONE Port#:

Aux Out #2
NAME: MINNEWAWA@ SHEPHERD ID: 299 Configuration: Standard File V76.12 ATMS 1.5.45.263
Prepared by: T. Barker Date Installed / By: 1/10/2022 Date Printed:

Checked by: T. Barker Date Superseded: 1/10/22
Pagel
1175
AGENDA ITEM NO. 15.

ID; 293 MiNNEWAWA @ SHEPHERD

CITY OF CLOVIS
i :l
ill
, K
t ^ I
ta » I » I
= e <= C31? ? s m tf s g e tf s s s 3 3
1176
AGENDA ITEM NO. 15.

Overlap 1-8 Program Parms £ Parnii [1.5.2.11 (1-5.2.8]
Indu(led0
Mod»er0
ConlBctS
ConBctObp
ConfRaPed
indudedS
Modifier 0
Conffic(0
ConlictObp
ConfictPed
Included 0
Modifier 0
Conl9cl0
ConiliaOlap
Conflict Fed
Included 0
Modifier 0
Connct0
.ConfiictOiap
ConlBct Red
included 0
Modifier 0
Caiflid0
ConfiictOiap
ConffictPed
lncluded0
Modifier0
ConfiictO
Conflict Clap
ConfBctPed
included 0
Modifier 0
ConfiictO
Conflict Qtap
Conflict Ped
included 0
Modifi«0
ConfiictO
Conffct Oiap
ConfictPed
r-1
I I j
i 1
Stop Toner Over Preempt OFF
EXT
0 0
Preempt or Ext Output
Max Seek Track Time
Max Seek Dwel Time
Channel Parameters [1.03]
Pre Invert RaillnoutI OFF
NORMAL
Gm
Yd
Red
LG OPF
NOraiML
Gm
Yei
Red
LG OFF
NORMAL
Gm
Yei
Red
LG OFF
NORMAL
Grn
Yei
Red
LG OFF
NORMAL
Gm
Yei
Red
LG OFF
Gm
Yet
Red
LG OFF
NORMAL
Gm
Yei
Red
LG OFF
Gm
Yei
Red
LG
Preemption Optionst' (S.Pre fl.6]
Pre 9 I Enable I Type I Outtirt I Pattern I Slilp I CwPre I Flwh I Itoftlin

OK RAIL

OFF EMERG
EMERG
EMERG
EMERG
EMEFiG
ON
ON
ON
OH
TS2
TS2
TS2
T82
TS2
TS2
(IFF OFF OFF MAX

OFF OFF OFF MAX

OFF OFF WF MAX

OFF OFF OFF MAX

OFF OFF OFF MAX

OFF OFF OFF MAX
Preemption'(imes {3,d.l] Pte8 IDelav IMnOurai MatPres I MinGm IWnWfc I PeOOr iTradiGmj Aftii?wel Preemption, Options Pj?.31
Lock
tneut
ON
OFF
OFF
OFF
OFF
OFF
Over-ride
Auto Ftetii
ON
ON
OFF
OFF
OFF
OFF
Over-ride Higher
Preemctf
OFF
OFF
OFF
OFF
OFF
OFF
Precfiiption. Tunetr [lil.Aj
Emend
tJwtf
Return
Mu Ped CIr
ON
OFF
OFF
OFF
OFF
OFF
PrelsRRl
Pre 2 s RR2
Pre 3 = EVA
Pre 4 = EVB
Pre 5 = EVC
Pre 6 = EVD
Phases [3J.21 • sa tlie Dvreil Phases
Pral I Column I 1 I 2 I 3 I
iDwefiVeh
Pads
IbweUVah
Pads
IDweiiVeh
Pads
TBwaroiT
Pads
IbweiVeh
Pads
thwilVeT
Peds
Phases pd).2] • Vrt Veh
Pre!) Phases
Exit Phases [3.il.21
Overlaps* [3.1I.51
No. Exit Phase
1 4 1 S [ 1
3 2 18 1 1
4 4 t
5 2 1 8 i i
6 4 8
Track |
TiaA
Owen
Track
Owel
Track
Track [
TraST
Preempt Overians *
Low Priority Preempts [3J(; wtiere X ° 7 thru 10]
Prel &ib I C*P I Lock I WeSUp I Qiwnp
OFF OFF MAX WF 0^

OFF OFF MAX OFF OFF

OFF OFF MAX OFF OFF
OFF OFF MAX OFF OfT
OLP GENERAL PARAMETERS [1.S.11
Lock Inhibit
Conrscl Lock Enabie
Parent P Clearance
Xtraind biases
InhBxloddntefvai
OFF
OFF
OFF
Atwavs
Times
Wn iMtx I Leek Ptlortv Ptwsee
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Auvanco i imes i^.x.uj
YeiChrq
RedClr
TrkYelChng
TrkRedCif,
1 2 I 3 I 4 I 5 I 6
0 0
0 0
0 0
0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Cl^ofCLOVlS Name: MlNNEWAWA@SHEf
Date Printed:
12/212019
PREEflriPTION NOTE: Each preemption has it's own set of menus. To access each menu :
a. Press '3" for preemption
b. Then enter "Preempt number" (1 through 6 and shown as "it" In Schedules above) c. Then enter "number of Menu item" you want to access {I'Thnes, 2-Phases, 3-Optlons, T7mes+, S-Overlops* or 6-Optiorts*)
d. Once in an above menu push Escape once to go back to main preempton menu.

ID: 293 Page 3
1177
AGENDA ITEM NO. 15.

CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
Gll.AHMELSETnWGS!"-!. Chan Settings [18.2]
Channel 1 2 3 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Phase / Clap # 2 3 4 5 6 7 8
Channel Type VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH VEH Channel Flash RED RED RED RED RED RED RED RED liRK Of;;. d:;k DRK DRK DRK DRK DRK DRK DRK DRK Rash 1-2 Hertz X X X X

CHANNEL l^ARWJETERS [1 .8.3] CHANNELS-:- [ID.li
CM 17-24 Mapping: DEFAULT Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 D-Conn Mapping: NONE Flash Red Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off invert Rail Inputs: OFF Flash Yellow Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1.C11.ABC 10 Mode: USER Inh Red Fl In Preempt Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off !0 PARAMETERS [1.8.3] Olap Ovrd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C1-C11-ABC 10 Mode: USER
NONE

DEFAULT
OFF
D-Conn Mapping:

T & F BlU Mapping
Invert Rail inputs:

EVP Ped Confirm OFF
Crty of CLOVIS
Row#
10 Result
I/O Fen
Function
Inv I/O Fen
. I
i _
1/0 LOGIC [13.7]
OP
Logic
Function
inv Fen
t
OP
Logic
Function
inv i/0 Fen
i —
I ; —
OP
Logic
Timer
Diy Sec
DLY! 0
DLY 0
DLY; 0
DLY 0
DLY; 0
DLY 0
DLY! 0
DLY 0
DLY; 0
DLY 0
Ped Paims (MM>5>4)
Detf Call No Max Err
Act Pres Cnt
1 0 0 0 0
2 2 0 s 0
3 0 0 0 0
4 4 0 5 0
5 0 0 0 0
6 6 0 s 0
7 0 0 0 0
8 8 0 5 0

Date Printed:
12/2/2019
ID: 293
1178
AGENDA ITEM NO. 15.
/
VehPaf 1-3215.1]
Input Cel Swi Dlay Eit 0« No Max Err
Slot 0 0 Act Pros Cnt
FaQ
Time
niu
212U
2I2L
213U
213L
214U
3I5U
416U
4I6L
4r7U
417L
4i8U
II9U
319L
5JIU
6i2U
612L
&I3U
6J3L
6J4U
7I5U
8J6U
8J6L
8J7U
8nL
8J8U
5J9U
7J9L
2IIIU
41IIL
63IIU
8J11L
UIL
214L
3ISL
4I8L
SJ1L
6J4L
7iSL
8J8L
4II0U
4nOL
8JI0U
8JI0L

10.0 10.0

10.0 10.0
u
zo

2.0 20

1.5 10
10 20

1.2 0.7
10 10 20
1>1

0.1 10 20
10 20
10 20
10 20

2.0 20
10 20
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
2SS
255
255
255
255
255
Vehicle Options 1-32 [5.21
Can Ext Que Add Red Y<l
Init Lock Lock
^aramelers* 1-3215.3|
vol Det Occi^imy Delay Type
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
BIKE
BIKE
BIKE
BIKE
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
Info Only
Kr I Type
Del
»
NBLT Front
SB INT
SB FAR
SBRT

SB BIKE
SB Front
EBLTFronI
WBINT
WBFAR
WBRT

WB BIKE
WB Front
NBLTLoops
EBLT Loops
SBLTFfoni
NBINT
NBFAR
NBRT
N8 BIKE
NBFrwl
W8LT Front
EBINT
EBFAR
EBRT
EB Back
EB#1 Front
SBLT Loops
WBIT Loops
Not in Use
Not in Use
Not in Use
Not in Use
Not ei Use
SB Back
Not in Use
WB Badt
Not in Use
NB Back
Not in Use
EBiii2 Front
Not in Use
Not in Use
Not in Use
Not in Use
15 16
17 IB
19 20
21 22
23 24
25 26
27 28
JL
32 33
34 35
36 37
38 39
40 41
42 43
44 ID: 299 Name: MINNEWAWA @ SHEPHERD Vol/Occ Period 0 Seconds 15 Minutes 1/10/2022 Page 5
1179
AGENDA ITEM NO. 15.

Alttfl Yimes Table [1,1.6.1
Assign 0
MInGrn
Gap,Exl
Max1
Max 2
YdClr
RedCb
Walk
PedClr
Columttf...->1 11 2 I 3 I 4 I 5 I 6 I 7TT
Altf 2 Times Table
Cobmiril... •>
Assign g
MinGm
Gap, ExI
Maxi
Max 2
Yd CIr
Red CIr
Walk
1 I 2 I 3 I 4 I 5 I 6 I 7TT
Aiai Options Table [1.1.6^1
Coliunn# -> 1 I 2 I 3 I T
Assign g
Lock Calls
Soft Recall
Dual Entry
EnabI SimGap
Guar Passage
Rest In Walk
Cond Service
Reservice
NorvActl
Red Rest
Max2
Pad Delay
lonfltclinq 01
'onfliclino 02
1 2 3 4
15 16 17 19
6 7

X X X X X X

X X X X J( X X
Cdununi... •> 1|2l3|4|5l6|7|e
AssionO
. . .

Mm tim
Gap. Ext
Maxi
Max 2
YelClr
Red CIr
Walk
PedClr
Altil 2 Options Table li.l.SJt]
1 1 2 1 3 M I 5 I 6 I 7 I 8
Cohjmn# •>
Assign 0
Lock Calls
SoftRecal
DudEnrty
EnabI SmGap
RedlnWA
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Conflkaing 01
ConfllclInQ 02
Altg3 0p6on8Table h,1.621
Cdumntl •>
Assign B
LocfcCais
SoftRecal
DudEnrtv
EnabI SimGap
Gaur Passage
Rest In Wdk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Conflicting 01
Conflicting 02
-M 2 1 3 I 4 L

X , X X X
_5 I 6.
x' X
JM
X X
X ; X X X X X
Altfl 4 Options Table (11.6^]
Column # •>
Assign 0
Lock Calls
SdtRecai
M 2 I 3 ) 4 I 5 I 6 I 7 1 8
x" X "x" X ~x' X X X
Dual Entry
I1EE3E3
RestlnWah
Cond Service
Reservice
Nort-Adl
Red Rest
Max2
Ped Delay
AiunTiaie iaoies lii-Oj
Pats
22 POpl DetGrp Calinnh Dip Off ASC CNA1 Max2 Ola
rime Base Parameters I4.6j
DayfIgM Savings Time DISABLE
Time Base Sync Ref 0
GMTOffeel - 0
Daylighl Savings IVlon Wee k
Spring 3 2
Fall 11 1
City of CLOVIS
NAME: MINNEWAWA® SHEPHERD
12/2/2019 ID: 293
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1180
AGENDA ITEM NO. 15.

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Neime: Wl mEWAWA @ SHEPHERD ID: 293
Commente:

Act Pats
10 254
255
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Date Printed:
12/2/2019
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1181
AGENDA ITEM NO. 15.

Alarm
Power Up Alarm,
Stop Timing
Cabinet Door Activation
CoordinaUon Failure
External Alarm # t
External Alarm # 2
External Alann#3
Extemal Alarm #4
Closed U)op Disabled
Extemal Alarm #5
Extemal Alarm #6
Manual Control EnaUe
Coord Free Input
Local Flash Input
CMU/MMU Flash Input
MMU Fault
Cycle Fault
EvTAIf
X I X
X X
X: X
X ; X
Call Phase3[l1.5]
0 Phases Called Bv 0
Redirect Phase»[1.l51
Frotnl To iFroml To iFrod To iFroml To
Inhibit Phasesfl.lS]
1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 116 Cyde Failure X I X Ait CaM&n&ilirectlMd.l.M
Cd 0 [Phases Called By 0 Froml To Frorrj To iFroml To FromI To All luliM r-l.ases [1.1.8.31
Coordination Fault X i X 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 ! 14 I 15 I 16 Contfolier Fault X i X
Detector SOLC Fault
MMU SDLC Fault
Critlcd SDLC Fault
SOLC Res. Frame Fault
EEPROM CRC Fault
Detector Pagnosfc Fault
Detector Fault from SDLC
J.

J.^
I -
Queue detector alarm Alt Call & Redirect H 2 [i.1.6.31
From! To Froml To
Alt Inhibit Phases 2 (1.1.6.3}
Ped Fault Cd 0 Phases CaBed By 0 From To From] To 1 I 2 I 3 I 4 I S I 6 I 7 I a I 9 I 10 11 14 I 15 I 16 Coord Diagnostic Fault X ! X
Download Request X I X
Pattern Change
Preerrpt 11nput
Preempt 2 input
Preempt 3 Input
Preempt 4 Input
Preerrcl S Input
Preempt 6 Input Alarm Parameters [1.6./.1j
Preempl 7 Input
Preempt 8 Input
Preempt 9 Input
Preempt 10 Input
EEPROM Compare FauB
Preempl Events Enable
Loc Pattern Event EnatXe
Reassign User Alarm 81 In (5)
Reasslgii iiser Alaim M2 In (6]
Coordination Fdlure X i X
Local Txmt Alarms
Morvi^ashAiami Delay
ON
ON
_0_
_0_
OFF
15 Controller Access X 1 X
FIG Changed Status X : X
ID: 293
CityofCLOVIS
Name: MIMNEWAWA @ SHEPHERD
Date Pritited
1212/2019

1182
AGENDA ITEM NO. 15.

I/O Inputs-1.8.9.1.5 I/O OUTPL' -1.8.9.2.5
C-1PIN
I/O
Source Function Input Name C-l PIN I/O Source Function Output Name C-1 PIN I/O Source Function Output Name 3d 2 VehDet2 1 Logic Grd S3 :ii-: 18 RedCh 1840 'i-j 16 Veh Del 16 2 'i-l 14 RedCh 14 64 0".-2 66 GmChan 18 41 i;-' 8 VehDetS 3 62 Gm Chan 14 85 0'- '• 12 RedCh 1242 II.: 22 Veh Del 22 4 :i|.:: 4 Red Oh 4 86 OT''. 36 YelChan1243 I!-.: 3 Veh Del 3 5 26 YelChan4 87 gt: 60 Grn Chan 1244 II • 17 Veh Del 17 6 ■! l-i; 52 Gm Chan 4 88 Oil--: 11 RedCh 1145 1i-" 9 Veh Del 9 7 3 RedCh3 89 0T7 35 YelChdili46 1' • 23 Veh Del 23 6 27 Yel Chan 3 90 './Gl 59 GmChan 1147 6 Veh Del 6 9 51 Gm Chan 3 91 17 RedCh 1748 • 20 VehDet20 10 13 Red Ch 13 92 Logic Grd 49 12 Veh Del 12 11 61 Gm Chan 13 93 65 GmChan 17SO 26 Veh Del 26 12 2 RedCh2 94 10 RedCh 1051 198 Prelln 13 26 Yel Chan 2 95 34 Yel Chan 1052 199 Pre21n 14 Logic Grd 96 56 Gm Chan 1053 ■ 189 Unused 15 50 Gm Chan 2 97 9 RedCh 954 1 • - 189 Unused 16 1 RedChI 98 33 Yel Chan 955 1 •, 15 Veh Delis 17 25 Yd Chan 1 99 57 Gm Chan 956 . 1 V^DeM 18 49 Gm Chan 1 1/0 Outputs-1.8.9.2..';57 21 Veh Del 21 19 16 RedCh 16 C-1-1 OUTPUTS58 7 Veh Del 7 20 64 Gm Chan 16 1 08-1 115 NolUsed59 27 Veh Del 27 21 8 Red Che 2 08-2 115 Not Used 60 13 V^ Det13 22 32 Yel Chat 8 3 08-3 115 Not Used
61 28 Veh Del 28 23 56 Gm Chan 6 4 08-4 115 Not Used62 i;:.' 14 Veh Dell 4 24 7 RedCh 7 I/O Inputs-1.8.9.1,563 4 Veh Del 4 25 31 Yel Chan 7 0-11 INPUTS64 IB Veh Del 18 26 55 Gm Chan 7 15 17-1 33 Veh Del 3365 10 Veh Del 10 27 15 RedCh IS 16 17-2 34 Veh Del 34 66 ' 24 Veh Del 24 28 63 Gm Chan 15 17 17-3 35 Veh Del 35 67 130 PedCatl2 29 6 RedCh6 18 17-4 36 Veh Del 3668 1; .. 134 PedCaiie 30 30 Yel Chan 6 19 17-5 37 VdiDet37 69 ii;.'- 132 PedCall4 31 54 GmChanS 20 17-6 38 VdiDet3670 i;-; 136 PedCall6 32 5 RedChS 21 17-7 39 Veh Del 3971 15-5 200 Pre 3 In 33 O'l.r 29 Yel ChaiS 22 17-8 40 VehDet4072 201 Pre 4 In 34 53 Gm Chan 5 23 18-1 41 VehDet41 73 202 Pre 5 In 35 37 Yel Chan 13 24 18-2 42 Veh Del 42 74 203 Pre 6 In 36 39 Yel Chsm15 25 18-3 43 Veh Del 4375 189 Unused 37 38 Yel Chan 14 26 18-4 44 Veh Det 4476 li-: 5 V^ Del 5 38 r \ • 40 Yel Chan 16 27 18-5 169 Unused 77 19 Veh Del 19 100 42 Yel Chan 16 28 18-6 189 Unused
78 11 VehD^H 101 41 Yd Chan 17 29 18-7 189 Unused
79 n-: 25 Veh Del 25 102 "JJ-: 115 NdUsed 30 18-8 189 Unused80 Iv'l 178 Inl Advance 103 114 Watchdog81 I".- 208 Loc^ Flash 82 207 Comp SlopTm
CityofCLOViS
ID; 293
NAME: MINNEWAWA© SHEPHERD Date Printed: 12W2019 Page 9 1183 AGENDA ITEM NO. 15.

ID NUMBER: C0293
LOCATION: MINNEWAWA and SHEPHERD
T.Bufcer

CITYOFCLOVIS
33ZL CABINET
44 DETEOTORSETUP
BL1LO1 UK ASSIGNMENTS ISOLATORS
NBLT SB INT SBRT SB NEAR EBLT WBINT WBRT WBNEAR NBLT East Leg I II 12 O 14 IS 16 n IB 19 110 III • iii 113 114 UEPPR
Ph 1
CallAExi
T2-1 *2
CI-S6
BET 1
RKD I^K
FRONT
Pb2
CallAExl
T2-$&6
CI-39
BET 2
Pb2
CaHAExl
T2.9A 10
01-63
BET 4
10 See
Pb2
OallATP3
T4-IA2
01-47
BET 6
Oiiuiu; 2(1 dS"
FRONT
PbS
Can A En
T4-5A6
CI-S8
BET 7

RED LOCK
FRONT
Pb4
Call A Exi
T4-9A 10
CMI
DETS
co:>
Pb4
CallAExl
T6.1 A 2
CI-6S
OET 10
H")S«
Ph4
Call £ TPS
T6-5A6
CI-49
BET 12
quyieiti c3)
FRONT
Pb 1
CallAExl
T6-9A 10
CI-60
BET 13

RED LOCK
2nd A
3rd Umd
Pb2/4
En
TI0-SA6
011-23
BEr4l
Pb2
Can A Exi
TS-1
01-80
BET 29
Pb2

PEDCALL
•rg-4
CI-67
Ph6

PEDCALL
•ni-7
Cl-68
FLASH
SENSE
T8-I0
01-81
LWEOR
ni 1
CaU&Exl
T2-3R4
Cll-iS
DBT33
RED 1.0CK
Pb2
Call&Exi
T2-7A8
01-43
BET3
Pb2
Call« Exi
T2.11 A 12
CI-76
BETS
RED KX'K at)
Pb2
CallATPS
T4-3A4
011-16
BET 34
QlieiicJJJ
PbS
Can A En
T4-7A8
011-17
BETSS

RED LOCK
Ph4
CallAEu
T4.I1A12
CMS
BET9
055
Fb4
CaUAEn
T6-3A4
Cl-78
BET 11
RED LOCK Go>
Fh4
CaUATPS
T6-7A8
Cll-i8
BET 36
^Ufllg^11
BACK
PbS
CiUAExl
T6- 11 A 12
CI-62
BET 14

RED LOCK
3ndA
3rd LooD
Pb2/4
En
T10-7A8
011-24
BET 42
Pb4
CallAExl
T8-2
01-53
BET 30
Ph4

RED CALL
T8.5
01-69
PhS

PEDCALL
TX-8
Cl-70
STOP
TIME
TS-II
CI-83
SB FAR SB BIKE SB NEAR WB PAR WB BIKE WBNEAR EBLT North LcE South Les SBLT NB INT NBRT NBNEAR WBLT EBINT EBRT EB NEAR SBLT SB WB 1 J Jl J2 J3 J4 JS J6 J7 JS J9 JIO J1I JI2 UEPPR
PbS
Call & Exi
T3-I&2
CI-5S
BET IS

RED LOCK
FRONT
Pb6
ExI
T3.S&6
01-40
ECT 16
CID
Pb6
Call A Exi
T3-9A 10
01-64
BET IS
Pb6
Call A TP3
T5-1A2
01-48
BET 20
01 imiR 20
Pb7
Call A Exi
TS-5 A 6
01-57
OETSl

RED LOCK
FRONT
PhS
Call A Exi
TS.9A 10
CM2
DET22
Oi5
PhS
Call A Exi
T7-1A2
CI-66
BET 24
liiOSct
PbS
Call A TPS
T7.5A6
CI-SO
BET 26
QUE'JF.SO
FILANE
PbS
Call A Exi
T7.9A 10
C1-S9
BET 27
ri;d lock
2nd A
3rd Loop
Pb6/8
En
TI0-9A 10
CII-2S
BET 43
Ph6
CaUAEn
T9-1
01-54
DET3I
Pll 2 A 5
EVA
Precmpi
19-4
CI-71
PH4A7
evB
Preempt
TV-5
01-72
LOW
BATT

RAILROAD
1 T9.10
01-51
LREOW
PhS
Call A En
'D-3A4
011-19
BET 37

RED LOCK
Pb6
CaHAExl
T3.7ft8
01-44
BET 17
GD
Pb6
CallAExl
T3-1IA12
CI-77
BET 19

RED LOCK
CB)
Pb6
Call A TPS
T5-3A4
011-20
BET 38
oinuii; 20
BACK
Pb7
CaUAEn
T5-7 A 8
CI1-2I
BET 39

RED LOCK
PbS
CaUAEn
TS-II A 12
Cl-46
DBT23
OX>
PbS
Call A TPS
T7.3A4
Cl-79
DET2S
QUEUiiia
CIS5
BACK
PbS
CallATO
T7-7A8
Cll-22
BET 40
Olll-im 20
n LANE
Pb7
CallAExl
T7-IIAI2
Cl-61
BET 28

RED LOCK
2nd A
3rd Loop
Ph6/8
Ext
TI0-IIAI2
CII-26
BET 44
PhS
CaUAEn
T9-2
01-75
BET 32
PH6A 1
EVC
Prenipl
T9.7
01-73
PHS
EVD
Precmpi
T9.8
01-74

RAILROAD
2 T9-1I
01-52

NBFAR BIKE LANE NB NEAR EBFAR EB NEAR EBNEAR WBLT NB EB COMMEhTTS:

BET *16 (NB INT) - Extend only due lo northbound ftafTic exiting Serena Avenue Cfotsing over the detection zone. 'CALL* catnovtd BET »19 (NB BIKE LANE) - Jus added by CIP 18-08 Minnewawa Slreei Improvement Piojcei. ^Ampnnex Biscritninalor 243 Isolator
1184
AGENDA ITEM NO. 15.

Tkansportation Impact Analysis Oe Young Paoperties Peach and Behvmer Project October 2024 Clovis, California LSA

APPENDIX D

VOLUME DEVELOPMENT WORKSHEETS
P:\20231181 Oe Young Annexation\fteport\Oe Young Annexation Project TIA.docx (10/09/24) 1185 AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
Existing
Volumes
AM Peak Hour
Existing
Project Plus
Trips Project
PM Peak Hour
Existing
Volumes
Project
Trips
Existing
Plus
Project
Willow Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
103
693
31 66
611
54 80
129
182
32 135
135
0 0
20 2
0 0
0 1
0 58
4 7
103
693
51 68
611
54 80
130
182
90 139
142
119
731
54 95
560
40 21
104
121
55 138
119
0 0
66 8
0 0
0 5
0 39
3 5
119
731
120
103
560
40 21
109
121
94 141
124
North Leg
Approach
Departure
Total
731
908
1,639
733
915
1,648
695
871
1,566
8 5
13 703
876
1,579
South Leg
Approach
Departure
Total
827
825
1,652
20 58
78 847
883
1,730
904
736
1,640
66 39
105
970
775
1,745
East Leg
Approach
Departure
Total
302
226
528
69 23
92 371
249
620
312
253
565
47 79
126
359
332
691
West Leg
Approach
Departure
Total
391
292
683
392
296
688
246
297
543
251
300
551
Total Approaches
Approach
Departure
Total
2,251
2,251
4,502
92 92
184
2,343
2,343
4,686
2,157
2,157
4,314
126
126
252
2,283
2,283
4,566
P:\20231181 De Young Annexation\Volumes_Oe Young.xlsx\2024 TM (8/12/2024) 1186
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Existing Existing
Existing Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
2 Willow Avenue/Perrin Avenue
NBL 88 0 88 199 0 199
NBT 685 13 698 855 44 899
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 758 39 797 671 26 697
SBR 99 19 118 89 13 102
EBL 165 7 172 114 22 136
EBT 0 0 0 0 0 0
EBR 167 0 167 193 0 193
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 857 58 915 760 39 799
Departure 850 20 870 969 66 1,035
Total 1,707 78 1,785 1,729 105 1,834
South Leg
Approach 773 13 786 1,054 44 1,098
Departure 925 39 964 864 26 890
Total 1,698 52 1,750 1,918 70 1,988
East Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
West Leg
Approach 332 7 339 307 22 329
Departure 187 19 206 288 13 301
Total 519 26 545 595 35 630
Total Approaches
Approach 1,962 78 2,040 2,121 105 2,226
Departure 1,962 78 2,040 2,121 105 2,226
Total 3,924 156 4,080 4,242 210 4,452
P:\20231181 De Young ARnexation\Volumes_Oe Young.xlsx\2024 TM (8/12/2024) 1187
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
Existing
Volumes
AM Peak Hour
Existing
Project Plus
Trips Project
Existing
Volumes
PM Peak Hour
Project
Trips
Existing
Plus
Project
Peach Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 1
0 0
0 224
0 0
344
1 48
0 0
0 0
0 0
22 2
2 21
0 48
0 0
1 0
0 0
246
2 2
365
1 0
0 0
0 0
1 1
241
0 0
293
0 33
0 0
0 0
0 0
71 8
8 14
0 33
0 0
0 0
1 1
312
8 8
307
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
48 4
52 48
4 52
33 16
49 33
16 49
East Leg
Approach
Departure
Total
345
225
570
23 22
45 368
247
615
293
241
534
22 71
93 315
312
627
West Leg
Approach
Departure
Total
224
344
568
24 69
93 248
413
661
242
294
536
79 47
126
321
341
662
Total Approaches
Approach
Departure
Total
570
570
1,140
95 95
190
665
665
1,330
536
536
1,072
134
134
268
670
670
1,340
P:\20231181 De Young Annexation\Volumes_Oe Young.xlsx\2024 TM (8/12/2024) 1188
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Existing Existing
Existing Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
4 MinnewawaAvenue/Behymer Avenue
NBL 65 20 85 61 66 127
NBT 240 0 240 259 0 259
NBR 19 0 19 30 0 30
SBL 175 0 175 187 0 187
SBT 207 0 207 168 0 168
SBR 3 1 4 2 5 7
EBL 4 4 8 2 3 5
EBT 155 7 162 192 5 197
EBR 67 58 125 43 39 82
WBL 25 0 25 15 0 15
WBT 220 2 222 225 8 233
WBR 253 0 253 179 0 179
EBU 0 21 21 0 14 14
North Leg
Approach 385 1 386 357 5 362
Departure 497 4 501 440 3 443
Total 882 5 887 797 8 805
South Leg
Approach 324 20 344 350 66 416
Departure 299 58 357 226 39 265
Total 623 78 701 576 105 681
East Leg
Approach 498 2 500 419 8 427
Departure 349 7 356 409 5 414
Total 847 9 856 828 13 841
West Leg
Approach 226 90 316 237 61 298
Departure 288 44 332 288 93 381
Total 514 134 648 525 154 679
Total Approaches
Approach 1,433 113 1,546 1,363 140 1,503
Departure 1,433 113 1,546 1,363 140 1,503
Total 2,866 226 3,092 2,726 280 3,006
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1189
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour
Existing
Volumes
Project
Trips
Existing
Plus
Project
Existing
Volumes
PM Peak Hour
Project
Trips
Existing
Plus
Project
Minnewawa Avenue/Perrin Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
3 309
11 2
337
6 8
0 3
4 0
2 0
20 0
0 58
0 0
0 0
0 0
0 3
329
11 2
395
6 8
0 3
4 0
2 0
338
2 0
250
1 0
0 2
9 0
2 0
66 0
0 39
0 0
0 0
0 0
0 0
404
2 0
289
1 0
0 2
9 0
2 North Leg
Approach
Departure
Total
345
319
664
58 20
78 403
339
742
251
340
591
39 66
105
290
406
696
South Leg
Approach
Departure
Total
323
344
667
20 58
78 343
402
745
340
261
601
66 39
105
406
300
706
East Leg
Approach
Departure
Total
6 13
19 6
13 19
11 2
13 11
2 13
West Leg
Approach
Departure
Total
11 9
20 11
9 20
Total Approaches
Approach
Departure
Total
685
685
1,370
78 78
156
763
763
1,526
604
604
1,208
105
105
210
709
709
1,418
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1190
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour
Existing
Volumes
Project
Trips
Existing
Plus
Project
PM Peak Hour
Existing
Volumes
Project
Trips
Existing
Plus
Project
Minnewawa Avenue/Shepherd Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
120
152
18 91
193
34 34
318
128
14 265
137
0 10
0 30
28 0
0 0
0 0
0 11
120
162
18 121
221
34 34
318
128
14 265
148
129
205
24 48
169
36 44
295
111
6 240
88 0
31 0
20 19
0 0
0 0
0 0
35 129
236
24 68
188
36 44
295
111
6 240
123
North Leg
Approach
Departure
Total
318
323
641
58 21
79 376
344
720
253
337
590
39 66
105
292
403
695
South Leg
Approach
Departure
Total
290
335
625
10 28
38 300
363
663
358
286
644
31 19
50 389
305
694
East Leg
Approach
Departure
Total
416
427
843
11 30
41 427
457
884
334
367
701
35 20
55 369
387
756
West Leg
Approach
Departure
Total
480
419
899
480
419
899
450
405
855
450
405
855
Total Approaches
Approach
Departure
Total
1,504
1,504
3,008
79 79
158
1,583
1,583
3,166
1,395
1,395
2,790
105
105
210
1,500
1,500
3,000
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1191
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Existing
Volumes
Project
Trips
Existing
Plus
Project
Existing
Volumes
Peach Avenue/Project Driveway 1
Project
Trips
Existing
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 5
0 0
0 0
0 0
0 48
0 0
0 5
0 0
0 0
0 0
0 48
0 0
0 16
0 0
0 0
0 0
0 33
0 0
0 16
0 0
0 0
0 0
0 33
North Leg
Approach
Departure
Total
5 48
53 5
48 53
16 33
49 16
33 49
South Leg
Approach
Departure
Total
East Leg
Approach
Departure
Total
48 5
53 48
5 53
33 16
49 33
16 49
West Leg
Approach
Departure
Total
Total Approaches
Approach
Departure
Total
53 53
106
53 53
106
49 49
98 49
49 98
P;\20231181 De Young Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1192
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Existing Existing
Existing Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
8 Project Driveway 2/Behymer Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 21 21 0 14 14
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 226 17 243 237 55 292
EBR 0 5 5 0 16 16
WBL 0 0 0 0 0 0
WBT 288 23 311 288 22 310
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 0 21 21 0 14 14
Departure 0 5 5 0 16 16
Total 0 26 26 0 30 30
East Leg
Approach 288 23 311 288 22 310
Departure 226 38 264 237 69 306
Total 514 61 575 525 91 616
West Leg
Approach 226 22 248 237 71 308
Departure 288 23 311 288 22 310
Total 514 45 559 525 93 618
Total Approaches
Approach 514 66 580 525 107 632
Departure 514 66 580 525 107 632
Total 1,028 132 1,160 1,050 214 1,264
P:\20231181 De Young Annexation\\/olumes_De young.xlsx\2024 TM (8/12/2024) 1193
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Existing Existing
Existing Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
9 Project Driveway 3/Behymer Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 28 28 0 19 19
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 226 28 254 237 38 275
EBR 0 10 10 0 31 31
WBL 0 22 22 0 71 71
WBT 288 23 311 288 22 310
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 0 28 28 0 19 19
Departure 0 32 32 0 102 102
Total 0 60 60 0 121 121
East Leg
Approach 288 45 333 288 93 381
Departure 226 56 282 237 57 294
Total 514 101 615 525 150 675
West Leg
Approach 226 38 264 237 69 306
Departure 288 23 311 288 22 310
Total 514 61 575 525 91 616
Total Approaches
Approach 514 111 625 525 181 706
Departure 514 111 625 525 181 706
Total 1,028 222 1,250 1,050 362 1,412
P:\20231181 De Young Annexation\Volumes_De younB.xlsx\2024 TM (8/12/2024) 1194
AGENDA ITEM NO. 15.

LSA
Table D-1 - Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Existing Existing
Existing Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
10 Project Driveway 4/Behymer Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 41 41 0 28 28
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 226 48 274 237 33 270
EBR 0 7 7 0 24 24
WBL 0 0 0 0 0 0
WBT 288 45 333 288 93 381
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 0 41 41 0 28 28
Departure 0 7 7 0 24 24
Total 0 48 48 0 52 52
East Leg
Approach 288 45 333 288 93 381
Departure 226 89 315 237 61 298
Total 514 134 648 525 154 679
West Leg
Approach 226 55 281 237 57 294
Departure 288 45 333 288 93 381
Total 514 100 614 525 150 675
Total Approaches
Approach 514 141 655 525 178 703
Departure 514 141 655 525 178 703
Total 1,028 282 1,310 1,050 356 1,406
P;\20231181 De Young Annexation\Volumes_Oe Young.xlsx\2024 TM (8/12/2024) 1195
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
AM Peak Hour Near-Term Near-Term
Without Project Plus
Project Trips Project
1 Willow Avenue/Behymer Avenue
NBL 148 0 148
NBT 723 0 723
NBR 65 20 85
SBL 77 2 79
SBT 634 0 634
SBR 54 0 54
EBL 80 0 80
EBT 141 1 142
EBR 216 0 216
WBL 77 58 135
WBT 152 4 156
WBR 150 7 157
North Leg
Approach 765 2 767
Departure 953 7 960
Total 1,718 9 1,727
South Leg
Approach 936 20 956
Departure 927 58 985
Total 1,863 78 1,941
East Leg
Approach 379 69 448
Departure 283 23 306
Total 662 92 754
West Leg
Approach 437 1 438
Departure 354 4 358
Total 791 5 796
Total Approaches
Approach 2,517 92 2,609
Departure 2,517 92 2,609
Total 5,034 184 5,218
P:\20231181 De Young Annexation\Volumes_De young.xlsx\Ne3r Term TM (8/12/2024) 1196
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
AM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
2 Willow Avenue/Perrin Avenue
NBL 118 0 118
NBT 753 13 766
NBR 79 0 79
SBL 23 0 23
SBT 822 39 861
SBR 129 19 148
EBL 188 7 195
EBT 70 0 70
EBR 190 0 190
WBL 104 0 104
WBT 93 0 93
WBR 30 0 30
North Leg
Approach 974 58 1,032
Departure 971 20 991
Total 1,945 78 2,023
South Leg
Approach 950 13 963
Departure 1,116 39 1,155
Total 2,066 52 2,118
East Leg
Approach 227 0 227
Departure 172 0 172
Total 399 0 399
West Leg
Approach 448 7 455
Departure 340 19 359
Total 788 26 814
Total Approaches
Approach 2,599 78 2,677
Departure 2,599 78 2,677
Total 5,198 156 5,354
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1197
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
AM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
3 Peach Avenue/Behymer Avenue
NBL 30 48 78
NBT 30 0 30
NBR 15 0 15
SBL 1 0 1
SBT 23 0 23
SBR 0 0 0
EBL 0 0 0
EBT 239 22 261
EBR 23 2 25
WBL 11 2 13
WBT 368 21 389
WBR 1 0 1
North Leg
Approach 24 0 24
Departure 31 O 31
Total 55 0 55
South Leg
Approach 75 48 123
Departure 57 4 61
Total 132 52 184
East Leg
Approach 380 23 403
Departure 255 22 277
Total 635 45 680
West Leg
Approach 262 24 286
Departure 398 69 467
Total 660 93 753
Total Approaches
Approach 741 95 836
Departure 741 95 836
Total 1,482 190 1,672
P:\20231181 De Young Annexation\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1198
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
AM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
4 Minnewawa Avenue/Behymer Avenue
NBL 88 20 108
NBT 272 0 272
NBR 19 0 19
SBL 175 0 175
SBT 235 0 235
SBR 3 1 4
EBL 4 4 8
EBT 172 7 179
EBR 81 58 139
WBL 25 0 25
WBT 232 2 234
WBR 253 0 253
EBU 21 21
North Leg
Approach 413 1 414
Departure 529 4 533
Total 942 5 947
South Leg
Approach 379 20 399
Departure 341 58 399
Total 720 78 798
East Leg
Approach 510 2 512
Departure 366 7 373
Total 876 9 885
West Leg
Approach 257 90 347
Departure 323 44 367
Total 580 134 714
Total Approaches
Approach 1,559 113 1,672
Departure 1,559 113 1,672
Total 3,118 226 3,344
P:\20231181 De Young Annexat!on\Volume5_De Voung.xlsx\Near Term TM (8/12/2024) 1199
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
AM Peak Hour
Project
Trips
Minnewawa Avenue/Perrln Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
East Leg
Approach
Departure
Total
61 338
14 2
428
32 34
69 67
7 74
2 462
432
894
471
502
973
83 85
168
0 20
0 0
58 0
0 0
0 0
0 0
58 20
78 20
58 78
61 416
14 2
486
32 34
69 67
7 74
2 520
452
972
491
560
1,051
83 85
168
West Leg
Approach
Departure
Total
Total Approaches
Approach
Departure
Total
170
167
337
1,186
1,186
2,372
78 78
156
170
167
337
1,264
1,264
2,528
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1200
AGENDA ITEM NO. 15.

ISA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
AM Peak Hour
Project
Trips
Minnewawa Avenue/Shepherd Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
199
307
34 174
475
143
103
374
232
32 308
191
0 10
0 30
28 0
0 0
0 0
0 11
199
317
34 204
503
143
103
374
232
32 308
202
North Leg
Approach
Departure
Total
792
601
1,393
58 21
79 850
622
1,472
South Leg
Approach
Departure
Total
540
739
1,279
10 28
38 550
767
1,317
East Leg
Approach
Departure
Total
531
582
1,113
11 30
41 542
612
1,154
West Leg
Approach
Departure
Total
709
650
1,359
709
650
1,359
Total Approaches
Approach
Departure
Total
2,572
2,572
5,144
79 79
158
2,651
2,651
5,302
P:\20231181 Oe Young Annexation\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1201
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
AM Peak Hour
Project
Trips
Peach Avenue/Project Driveway 1
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 75
0 0
57 0
0 0
0 0
0 0
0 0
0 5
0 0
0 0
0 0
0 48
0 75
0 5
57 0
0 0
0 0
0 48
North Leg
Approach
Departure
Total
57 75
132
5 48
53 62
123
185
South Leg
Approach
Departure
Total
75 57
132
75 57
132
East Leg
Approach
Departure
Total
48 5
53 48
5 53
West Leg
Approach
Departure
Total
Total Approaches
Approach
Departure
Total
132
132
264
53 53
106
185
185
370
P:\20231181 Oe Young Annexat!on\Volutne5_De young.xlsx\Near Term TM (8/12/2024) 1202
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
AM Peak Hour
Project
Trips
8 Project Driveway 2/Behymer Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 257
0 0
323
0 0
0 21
0 0
0 0
17 5
0 23
0 0
0 21
0 0
0 0
274
5 0
346
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
21 5
26 21
5 26
East Leg
Approach
Departure
Total
323
257
580
23 38
61 346
295
641
West Leg
Approach
Departure
Total
257
323
580
22 23
45 279
346
625
Total Approaches
Approach
Departure
Total
580
580
1,160
66 66
132
646
646
1,292
P;\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1203
AGENDA ITEM NO. 15.

ISA
Table D-2 - Near-Term Peak Hour Volume Summary
AM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
9 Project Driveway 3/Behymer Avenue
NBL 0 0 0
NBT 0 0 0
NBR 0 28 28
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 257 28 285
EBR 0 10 10
WBL 0 22 22
WBT 323 23 346
WBR 0 0 0
North Leg
Approach 0 0 0
Departure 0 0 0
Total 0 0 0
South Leg
Approach 0 28 28
Departure 0 32 32
Total 0 60 60
East Leg
Approach 323 45 368
Departure 257 56 313
Total 580 101 681
West Leg
Approach 257 38 295
Departure 323 23 346
Total 580 61 641
Total Approaches
Approach 580 ill 691
Departure 580 111 691
Total 1,160 222 1,382
P:\20231181 De Young Annexation\Volumes_De Voung.xlsx\Near Term TM (8/12/2024) 1204
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
AM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
10 Project Driveway 4/Behymer Avenue
NBL 0 0 0
NBT 0 0 0
NBR 0 41 41
SBL 0 0 0
SBT 0 0 0 .

SBR 0 0 0
EBL 0 0 0
EBT 257 48 305
EBR 0 7 7
WBL 0 0 0
WBT 323 45 368
WBR 0 0 0
North Leg
Approach 0 0 0
Departure 0 0 0
Total 0 0 0
South Leg
Approach 0 41 41
Departure 0 7 7
Total 0 48 48
East Leg
Approach 323 45 368
Departure 257 89 346
Total 580 134 714
West Leg
Approach 257 55 312
Departure 323 45 368
Total 580 100 680
Total Approaches
Approach 580 141 721
Departure 580 141 721
Total 1,160 282 1,442
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1205
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
PM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
1 Willow Avenue/Behymer Avenue
NBL 174 0 174
NBT 768 0 768
NBR 112 66 178
SBL 114 8 122
SBT 599 0 599
SBR 40 0 40
EBL 21 0 21
EBT 125 5 130
EBR 179 0 179
WBL 111 39 150
WBT 157 3 160
WBR 137 5 142
North Leg
Approach 753 8 761
Departure 926 5 931
Total 1,679 13 1,692
South Leg
Approach 1,054 66 1,120
Departure 889 39 928
Total 1,943 105 2,048
East Leg
Approach 405 47 452
Departure 351 79 430
Total 756 126 882
West Leg
Approach 325 5 330
Departure 371 3 374
Total 696 8 704
Total Approaches
Approach 2,537 126 2,663
Departure 2,537 126 2,663
Total 5,074 252 5,326
P:\20231181 De Young Annexation\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1206
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
PM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
2 Willow Avenue/Perrin Avenue
NBL 236 0 236
NBT 933 44 977
NBR 152 0 152
SBL 55 0 55
SBT 750 26 776
SBR 126 13 139
EBL 153 22 175
EBT 123 0 123
EBR 232 0 232
WBL 145 0 145
WBT 114 0 114
WBR 54 0 54
North Leg
Approach 931 39 970
Departure 1,140 66 1,206
Total 2,071 105 2,176
South Leg
Approach 1,321 44 1,365
Departure 1,127 26 1,153
Total 2,448 70 2,518
East Leg
Approach 313 0 313
Departure 330 0 330
Total 643 0 643
West Leg
Approach 508 22 530
Departure 476 13 489
Total 984 35 1,019
Total Approaches
Approach 3,073 105 3,178
Departure 3,073 105 3,178
Total 6,146 210 6,356
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1207
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
Peach Avenue/Behymer Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SET
SBR
EBL
EBT
EBR
WBL
WBT
WBR
37 37
18 0
39 1
1 270
39 19
318
0 33
0 0
0 0
0 0
71 8
8 14
0 70
37 18
0 39
1 1
341
47 27
332
0 North Leg
Approach
Departure
Total
40 38
78 40
38 78
South Leg
Approach
Departure
Total
92 97
189
33 18
49 125
113
238
East Leg
Approach
Departure
Total
337
288
625
22 71
93 359
359
718
West Leg
Approach
Departure
Total
310
356
666
79 47
126
389
403
792
Total Approaches
Approach
Departure
Total
779
779
1,558
134
134
268
913
913
1,826
P:\20231181 De Young Annexation\Vclumes_De young.xlsx\NearTerm TM (8/12/2024) 1208
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
PM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
Minnewawa Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
EBU
North Leg
Approach
Departure
Total
84 300
30 187
213
2 2
212
72 15
247
179
402
481
883
66 0
0 0
0 5
3 5
39 0
8 0
14 5
3 8
150
300
30 187
213
7 5
217
111
15 255
179
14 407
484
891
South Leg
Approach
Departure
Total
414
300
714
66 39
105
480
339
819
East Leg
Approach
Departure
Total
441
429
870
8 5
13 449
434
883
West Leg
Approach
Departure
Total
286
333
619
61 93
154
347
426
773
Total Approaches
Approach
Departure
Total
1,543
1,543
3,086
140
140
280
1,683
1,683
3,366
P:\20231181 De Young Annexation\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1209
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
MInnewawa Avenue/Perrln Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
88 463
7 0
376
38 37
97 91
14 96
2 0
66 0
0 39
0 0
0 0
0 0
0 88
529
7 0
415
38 37
97 91
14 96
2 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
East Leg
Approach
Departure
Total
414
502
916
558
481
1,039
112
104
216
39 66
105
66 39
105
453
568
1,021
624
520
1,144
112
104
216
West Leg
Approach
Departure
Total
225
222
447
225
222
447
Total Approaches
Approach
Departure
Total
1,309
1,309
2,618
105
105
210
1,414
1,414
2,828
P;\20231181 De Young Annexation\Volunnes_Oe Young.xlsx\Near Term TM (8/12/2024) 1210
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
PM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
6 Minnewawa Avenue/Shepherd Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
265
546
48 138
435
152
182
368
239
30 316
193
0 31
0 20
19 0
0 0
0 0
0 35
265
577
48 158
454
152
182
368
239
30 316
228
North Leg
Approach
Departure
Total
725
921
1,646
39 66
105
764
987
1,751
South Leg
Approach
Departure
Total
859
704
1,563
31 19
50 890
723
1,613
East Leg
Approach
Departure
Total
539
554
1,093
35 20
55 574
574
1,148
West Leg
Approach
Departure
Total
789
733
1,522
789
733
1,522
Total Approaches
Approach
Departure
Total
2,912
2,912
5,824
105
105
210
3,017
3,017
6,034
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1211
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
Peach Avenue/Project Driveway 1
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 91
0 0
97 0
0 0
0 0
0 0
0 0
0 16
0 0
0 0
0 0
0 33
0 91
0 16
97 0
0 0
0 0
0 33
North Leg
Approach
Departure
Total
97 91
188
16 33
49 113
124
237
South Leg
Approach
Departure
Total
91 97
188
91 97
188
East Leg
Approach
Departure
Total
33 16
49 33
16 49
West Leg
Approach
Departure
Total
Total Approaches
Approach
Departure
Total
188
188
376
49 49
98 237
237
474
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1212
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
8 Project Driveway 2/Behymer Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 286
0 0
333
0 0
0 14
0 0
0 0
55 16
0 22
0 0
0 14
0 0
0 0
341
16 0
355
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
14 16
30 14
16 30
East Leg
Approach
Departure
Total
333
286
619
22 69
91 355
355
710
West Leg
Approach
Departure
Total
286
333
619
71 22
93 357
355
712
Total Approaches
Approach
Departure
Total
619
619
1,238
107
107
214
726
726
1,452
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1213
AGENDA ITEM NO. 15.

ISA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
Project Driveway 3/Behymer Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 286
0 0
333
0 0
0 19
0 0
0 0
38 31
71 22
0 0
0 19
0 0
0 0
324
31 71
355
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
19 102
121
19 102
121
East Leg
Approach
Departure
Total
333
286
619
93 57
150
426
343
769
West Leg
Approach
Departure
Total
286
333
619
69 22
91 355
355
710
Total Approaches
Approach
Departure
Total
619
619
1,238
181
181
362
800
800
1,600
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1214
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
PM Peak Hour
Near-Term Near-Term
Without Project Plus
Project Trips Project
10 Project Driveway 4/Behymer Avenue
NBL 0 0 0
NBT 0 0 0
NBR 0 28 28
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 286 33 319
EBR 0 24 24
WBL 0 0 0
WBT 333 93 426
WBR 0 0 0
North Leg
Approach 0 0 0
Departure 0 0 0
Total 0 0 0
South Leg
Approach 0 28 28
Departure 0 24 24
Total 0 52 52
East Leg
Approach 333 93 426
Departure 286 61 347
Total 619 154 773
West Leg
Approach 286 57 343
Departure 333 93 426
Total 619 150 769
Total Approaches
Approach 619 178 797
Departure 619 178 797
Total 1,238 356 1,594
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1215
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
Willow Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
193
784
265
148
913
57 84
222
267
547
289
330
193
784
265
150
913
57 84
223
267
547
293
337
215
889
670
244
655
42 22
254
237
526
252
254
215
889
670
252
655
42 22
259
237
526
255
259
North Leg
Approach
Departure
Total
1,118
1,198
2,316
1,120
1,205
2,325
941
1,165
2,106
8 5
13 949
1,170
2,119
South Leg
Approach
Departure
Total
1,242
1,727
2,969
1,242
1,727
2,369
1,774
1,418
3,192
1,774
1,418
3,192
East Leg
Approach
Departure
Total
1,166
635
1,801
11 3
14 1,177
638
1,815
1,032
1,168
2,200
8 13
21 1,040
1,181
2,221
West Leg
Approach
Departure
Total
573
539
1,112
574
543
1,117
513
509
1,022
518
512
1,030
Total Approaches
Approach
Departure
Total
4,099
4,099
8,198
14 14
28 4,113
4,113
8,226
4,260
4,260
8,520
21 21
42 4,281
4,281
8,562
P:\20231181 De Ycung Annexation\Volumes_De Young.xlsx\2046 TM (8/12/2024) 1216
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
Willow Avenue/Perrin Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
160
861
134
45 1,252
449
278
119
209
197
181
76 0
0 0
0 0
0 0
7 0
0 19
0 160
861
134
45 1,252
449
278
126
209
197
200
76 273
1,373
280
120
908
401
449
233
333
246
197
107
0 0
0 0
0 0
0 22
0 0
13 0
273
1,373
280
120
908
401
449
255
333
246
210
107
North Leg
Approach
Departure
Total
1,746
1,215
2,961
1,746
1,215
2,961
1,429
1,929
3,358
1,429
1,929
3,358
South Leg
Approach
Departure
Total
1,155
1,658
2,813
1,155
1,658
2,813
1,926
1,487
3,413
1,926
1,487
3,413
East Leg
Approach
Departure
Total
454
298
752
19 7
26 473
305
778
550
633
1,183
13 22
35 563
655
1,218
West Leg
Approach
Departure
Total
606
790
1,396
7 19
26 613
809
1,422
1,015
871
1,886
22 13
35 1,037
884
1,921
Total Approaches
Approach
Departure
Total
3,961
3,961
7,922
26 26
52 3,987
3,987
7,974
4,920
4,920
9,840
35 35
70 4,955
4,955
9,910
P:\20231181 De Young ARnexation\Volumes_Oe Young.xlsx\2046 TM (8/12/2024) 1217
AGENDA ITEM NO. 15.

LSA
Table D-3- Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
Peach Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
62 56
35 36
47 1
0 309
60 39
961
7 70
56 36
36 47
1 0
312
60 45
964
7 95
74 54
10 75
1 1
772
83 48
620
36 6
0 5
0 0
0 0
11 2
11 2
0 101
74 59
10 75
1 1
783
85 59
622
36 North Leg
Approach
Departure
Total
84 63
147
84 63
147
86 111
197
86 111
197
South Leg
Approach
Departure
Total
153
146
299
9 6
15 162
152
314
223
206
429
11 13
24 234
219
453
East Leg
Approach
Departure
Total
1,007
380
1,387
9 4
13 1,016
384
1,400
704
836
1,540
13 16
29 717
852
1,569
West Leg
Approach
Departure
Total
369
1,024
1,393
3 11
14 372
1,035
1,407
856
716
1,572
13 8
21 869
724
1,593
Total Approaches
Approach
Departure
Total
1,613
1,613
3,226
21 21
42 1,634
1,634
3,268
1,869
1,869
3,738
37 37
74 1,906
1,906
3,812
P:\20231181 De Young Annexatton\Volumes_De Young.xlsx\2046 TM (8/12/2024) 1218
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
Minnewawa Avenue/Behymer Avenue
NBL
NET
NBR
SBL
SET
SER
EEL
EET
EER
WEL
WET
WER
EEU
North Leg
Approach
Departure
Total
177
317
35 250
544
23 12
222
153
63 512
279
817
608
1,425
10 0
0 0
0 1
4 37
28 0
13 0
7 1
4 5
187
317
35 250
544
24 16
259
181
63 525
279
7 818
612
1,430
229
628
64 226
310
10 14
472
161
35 463
223
546
865
1,411
31 0
0 0
0 5
3 25
19 0
42 0
5 5
3 8
260
628
64 226
310
15 17
497
180
35 505
223
5 551
868
1,419
South Leg
Approach
Departure
Total
529
760
1,289
10 28
38 539
788
1,327
921
506
1,427
31 19
50 952
525
1,477
East Leg
Approach
Departure
Total
854
507
1,361
13 37
50 867
544
1,411
721
762
1,483
42 25
67 763
787
1,550
West Leg
Approach
Departure
Total
387
712
1,099
76 31
107
463
743
1,206
647
702
1,349
52 83
135
699
785
1,484
Total Approaches
Approach
Departure
Total
2,587
2,587
5,174
100
100
200
2,687
2,687
5,374
2,835
2,835
5,670
130
130
260
2,965
2,965
5,930
P:\20231181 De Young Annexation\Volutnes_De young.xlsx\2046 TM (8/12/2024) 1219
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
Minnewawa Avenue/Perrin Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
96 523
18 3
962
140
85 129
121
22 144
4 0
10 0
0 28
0 0
0 0
0 0
0 96
533
18 3
990
140
85 129
121
22 144
4 161
1,069
18 4
597
111
129
179
149
23 177
5 0
31 0
0 19
0 0
0 0
0 0
0 161
1,100
18 4
616
111
129
179
149
23 177
5 North Leg
Approach
Departure
Total
1,105
612
1,717
28 10
38 1,133
622
1,755
712
1,203
1,915
19 31
50 731
1,234
1,965
South Leg
Approach
Departure
Total
637
1,105
1,742
10 28
38 647
1,133
1,780
1,248
769
2,017
31 19
50 1,279
788
2,067
East Leg
Approach
Departure
Total
170
150
320
170
150
320
205
201
406
205
201
406
West Leg
Approach
Departure
Total
335
380
715
335
380
715
457
449
906
457
449
906
Total Approaches
Approach
Departure
Total
2,247
2,247
4,494
38 38
76 2,285
2,285
4,570
2,622
2,622
5,244
50 50
100
2,672
2,672
5,344
P:\20231181 De Young Annexation\VoIumes_De young.xlsx\2046 TM (8/12/2024) 1220
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2048)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2048) Project (2048)
Without Project Trips Plus Project
Minnewawa Avenue/Shepherd Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
260
387
51 297
986
221
150
564
508
106
503
322
0 10
0 0
28 0
0 0
0 0
0 0
260
397
51 297
994
221
150
564
508
106
503
322
473
1,066
90 199
673
230
322
511
441
48 383
329
0 31
0 0
19 0
0 0
0 0
0 0
473
1,097
90 199
692
230
322
511
441
48 383
329
North Leg
Approach
Departure
Total
1,484
859
2,343
28 10
38 1,512
869
2,381
1,102
1,717
2,819
19 31
50 1,121
1,748
2,869
South Leg
Approach
Departure
Total
698
1,580
2,278
10 28
38 708
1,608
2,316
1,629
1,162
2,791
31 19
50 1,660
1,181
2,841
East Leg
Approach
Departure
Total
931
912
1,843
931
912
1,843
760
800
1,560
760
800
1,560
West Leg
Approach
Departure
Total
1,222
984
2,206
1,222
984
2,206
1,274
1,086
2,360
1,274
1,086
2,360
Total Approaches
Approach
Departure
Total
4,335
4,335
8,670
38 38
76 4,373
4,373
8,746
4,765
4,765
9,530
50 50
100
4,815
4,815
9,630
P:\20231181 De Young Annexat!on\Volumes_De Young.xlsx\2046TM (8/12/2024) 1221
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
Peach Avenue/Project Driveway 1
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 147
0 0
108
0 0
0 0
0 0
0 0
1 19
3 4
0 0
0 0
54 0
8 0
148
19 3
112
0 0
0 0
54 0
8 0
170
0 0
194
0 0
0 0
0 0
0 0
5 61
9 3
0 0
0 0
36 0
6 0
175
61 9
197
0 0
0 0
36 0
6 North Leg
Approach
Departure
Total
108
147
255
7 9
16 115
156
271
194
170
364
12 11
23 206
181
387
South Leg
Approach
Departure
Total
147
108
255
20 58
78 167
166
333
170
194
364
66 39
105
236
233
469
East Leg
Approach
Departure
Total
62 22
84 62
22 84
42 70
112
42 70
112
West Leg
Approach
Departure
Total
Total Approaches
Approach
Departure
Total
255
255
510
89 89
178
344
344
688
364
364
728
120
120
240
484
484
968
P:\20231181 De Young Annexation\Valumes_De Young.xlsx\2046 TM (8/12/2024) 1222
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
8 Project Driveway 2/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 310
0 0
390
0 0
0 21
0 0
0 0
4 0
0 9
0 0
0 21
0 0
0 0
314
0 0
399
0 0
0 0
0 0
0 0
375
0 0
414
0 0
0 14
0 0
0 0
14 2
0 13
0 0
0 14
0 0
0 0
389
2 0
427
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
21 0
21 21
0 21
14 2
16 14
2 16
East Leg
Approach
Departure
Total
390
310
700
9 25
34 399
335
734
414
375
789
13 28
41 427
403
830
West Leg
Approach
Departure
Total
310
390
700
4 9
13 314
399
713
375
414
789
16 13
29 391
427
818
Total Approaches
Approach
Departure
Total
700
700
1,400
34 34
68 734
734
1,468
789
789
1,578
43 43
86 832
832
1,664
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\2046 TM (8/12/2024) 1223
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
Project Driveway 3/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 310
0 0
390
0 0
0 28
0 0
0 0
23 2
22 9
0 0
0 28
0 0
0 0
333
2 22
399
0 0
0 0
0 0
0 0
375
0 0
414
0 0
0 19
0 0
0 0
22 6
71 13
0 0
0 19
0 0
0 0
397
6 71
427
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
28 24
52 28
24 52
19 77
98 19
77 96
East Leg
Approach
Departure
Total
390
310
700
31 51
82 421
361
782
414
375
789
84 41
125
498
416
914
West Leg
Approach
Departure
Total
310
390
700
25 9
34 335
399
734
375
414
789
28 13
41 403
427
830
Total Approaches
Approach
Departure
Total
700
700
1,400
84 84
168
784
784
1,568
789
789
1,578
131
131
262
920
920
1,840
P:\20231181 De Young Annexation\Volumes_De YouRg.xlsx\2046 TM (8/12/2024} 1224
AGENDA ITEM NO. 15.

ISA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour
Cumulative
(2046)
Without Project
Project
Trips
Cumulative
(2046)
Plus Project
PM Peak Hour
Cumulative Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
10 Project Driveway 4/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 310
0 0
330
0 0
0 28
0 0
0 0
48 2
0 31
0 0
0 28
0 0
0 0
358
2 0
421
0 0
0 0
0 0
0 0
375
0 0
414
0 0
0 19
0 0
0 0
33 8
0 84
0 0
0 19
0 0
0 0
408
8 0
498
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
28 2
30 28
2 30
19 8
27 19
8 27
East Leg
Approach
Departure
Total
390
310
700
31 76
107
421
386
807
414
375
789
84 52
136
498
427
925
West Leg
Approach
Departure
Total
310
390
700
50 31
81 360
421
781
375
414
789
41 84
125
416
498
914
Total Approaches
Approach
Departure
Total
700
700
1,400
109
109
218
809
809
1,618
789
789
1,578
144
144
288
933
933
1,866
P:\20231181 De Young Annexation\Volunies_De Young.xlsx\2046 TM (8/12/2024) 1225
AGENDA ITEM NO. 15.

Transportation Impact Akaiysis Oe Yoong Properties Peach and Behymer Project October 2024 Ciovis, California LSA

APPENDIX E

LEVEL OF SERVICE WORKSHEETS
P:\20231181 De Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 1226 AGENDA ITEM NO. 15.

HCM 7th Signalized intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
>
> <
V
t A
V i
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations n f r r fff f
Traffic Volume (veh/h) 84 222 267 547 289 330 193 784 265 148 913 57 Future Volume (veh/h) 84 222 267 547 289 330 193 784 265 148 913 57 Initial Q (Qb). veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Ad] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Ad] Sat Flow, veh/h/ln 1856 1856 1856 1870 1870 1870 1870 1870 1870 1856 1856 1856 Ad] Flow Rate, veh/h 87 229 275 564 298 340 199 808 273 153 941 59 Peak Hour Factor 0.97 0.97 0,97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 2 2 2 2 2 2 3 3 3
Cap, veh/h 126 370 314 268 209 239 230 1690 525 183 1549 481 Arrive On Green 0.07 0.20 0.20 0.15 0.26 0.26 0.13 0.33 0.33 0.10 0.31 0.31 Sat Flow, veh/h 1767 1856 1572 1781 797 910 1781 5106 1585 1767 5066 1572 Grp Volume(v), veh/h 87 229 275 564 0 638 199 808 273 153 941 59 Grp Sat Flow(s),veh/h/ln 1767 1856 1572 1781 0 1707 1781 1702 1585 1767 1689 1572 Q Serve(g_s), s 4.9 11.6 17.4 15.4 0.0 26.9 11.2 12.9 14.3 8.7 16.2 2.8 Cycle Q Clear(g_c), s 4.9 11.6 17.4 15.4 0.0 26.9 11.2 12.9 14.3 8.7 16.2 2.8 Prop In Lane 1.00 1.00 1.00 0.53 1.00 1.00 1.00 1.00
Lane Grp Cap{c), veh/h 126 370 314 268 0 448 230 1690 525 183 1549 481 V/C Ratlo(X) 0.69 0.62 0.88 2.11 0.00 1.42 0.87 0.48 0.52 0.83 0.61 0.12 Avail Cap(c_a), veh/h 238 425 361 268 0 448 255 1958 608 253 1942 603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.5 37.5 39.8 43.5 0.0 37.8 43.8 27.3 27.7 45.1 30.3 25.7 Incr Delay (d2}, s/veh 2.5 2.5 19.6 510.8 0.0 203.4 22.0 0.7 2.6 11.6 1.3 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 5.3 8.2 44.5 0.0 36.0 6.3 5.3 5.6 4.4 6.7 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d). s/veh 49.0 39.9 59.4 554.3 0.0 241.2 65.7 27.9 30.3 56.6 31.6 26.0 LnGrp LOS D D E F F E C C E C C
Approach Vol, veh/h 591 1202 1280 1153
Approach Delay, s/veh 50.3 388.1 34.3 34.6
Approach LOS D F C C
Phs Duration (G+Y+Rc), s 18.5 37.0 13.5 33.4 15.9 39.6 20.0 26.9 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 13.8 23.5 14.7 39.3 15.4 23.5 Max Q Clear Time (g_c+11), s 13.2 18.2 6.9 28.9 10.7 16.3 17.4 19.4 Green Ext Time (p_c), s 0.0 13.1 0.0 0.0 0.1 14.1 0.0 1.0 HCM 7th Control Delay, s/veh
HCM 7th LOS
137.3
F
ISA
08/09/2024
Synchro 12 Report

1227
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
2: Willow Avenue &Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
< A t A V i V
EBR .^mi. SBf:

Lane Configurations f f f ttf r
Traffic Volume (veh/h) 278 119 209 197 181 76 160 861 134 45 1252 449 Future Volume (veh/h) 278 119 209 197 181 76 160 861 134 45 1252 449 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Ped-BlkeAdj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1900 1900 1900 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 287 123 215 203 187 78 165 888 138 46 1291 463 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0,97 Percent Heavy Veh, % 2 2 2 0 0 0 2 2 2 3 3 3
Cap, veh/h 338 340 288 249 247 209 274 2055 638 102 1930 599 Arrive On Green 0.19 0.18 0.18 0.14 0.13 0.13 0.08 0.40 0.40 0.06 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1810 1900 1610 3456 5106 1585 1767 5066 1572 Grp Volume(v), veh/h 287 123 215 203 187 78 165 888 138 46 1291 463 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1810 1900 1610 1728 1702 1585 1767 1689 1572 Q Serve{g_s), s 15.6 5.8 12.8 10.9 9.5 4.4 4.6 12.6 5.7 2.5 21.2 25.8 Cycle Q Clear(g_c), s 15.6 5.8 12.8 10.9 9.5 4.4 4.6 12.6 5.7 2.5 21.2 25,8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 338 340 288 249 247 209 274 2055 638 102 1930 599 V/C Ratlo(X) 0.85 0.36 0.75 0.81 0.76 0.37 0.60 0.43 0.22 0.45 0.67 0.77 Avail Cap{c_a), veh4i 476 449 380 398 367 311 276 2055 638 171 1975 613 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.1 35.8 38.7 41.9 42.0 39.8 44.5 21.6 19.6 45.6 25.7 27.2 Incr Delay (d2), s/veh 16,3 1.8 10,8 16.0 12.4 3.0 2.5 0.5 0.6 1.2 1.5 8.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.1 2.7 5.7 5.9 5.3 1.9 2.1 5.0 2.1 1.1 8.5 10.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d}, s/veh 55.4 37.6 49.6 57.9 54.4 42.8 47.1 22.1 20.1 46.7 27.2 35.4 LnGrp LOS E D D E D D D C C D C D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
625

49.9 D
468

54.0 D
1191

25.3 C
1800

29.8 C
13,2 43.8 24.3 18,7 11,1 46.0 19,1

5.3 5.7 5.3 5.7 5.3 5.7 5.3
8,0 39.0 26.7 19.3 9.7 37.3 22.0

6.6 27.8 17.6 11.5 4.5 14.6 12.9
0,0 10.3 1.4 1.5 0.0 14.0 0.9
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time {g_c+l1), s
Green Ext Time {p_c), s
intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

23.9 5.7

24.0 14.8

2.0 34.4
0 LSA
10/09/2024
Synchro 12 Report

1228
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
Int Delay, s/veh 73.2
Lane Configurations 4* 4* 4*
Traffic Vol, veh/h 0 309 60 39 961 7 62 56 35 36 47 1
Future Vol, veh/h 0 309 60 39 961 7 62 56 35 36 47 1
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - -
None - -None - -None - -
None
Storage Length - - - - - - - ■ - - - -
Veh In Median Storage, # ■ 0
- -
0 - - 0 - -
0 -
-i '-tixi
Grade, %
-
0 - -
0 - -
0 - -
0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 1 1 1 0 0 0 0 0 0
Mvmt Flow 0 336 65 42 1045 8 67 61 38 39 51 1
Major/Minor Maiorl Major2 /linorr Minor2 1
Conflicting Flow All 1052 0 0 401 0 0 1523 1505 368 1499 1534 1048 Stage 1
- - - - - - 368 368 -
1133 1133 -
Stage 2
- - - - - - 1155 1137 -
366 401 -
Critical Hdwy 4.13 - -

4.11 - -7.1 6.5 6.2 7.1 6.5 6.2
Critical Hdwy Stg 1
- - - - - - 6.1 5.5 -

6.1 5.5 -
Critical Hdwy Stg 2
- - - - - -

6.1 5.5 -6.1 5.5 -
Follow-up Hdwy 2.227 - -

2.209 - -

3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 658 - -
1163 - -
98 122 682 102 117 279
Stage 1
- - - - - -
655 625 -249 280 -
Stage 2 - - - - - -
242 279 -657 604 -
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 658 >
1163 - - CO (
112 682 42 107 279
Mov Cap-2 Maneuver - - - - - - CO 112 -
42 107 -
Stage 1
- - - - - -
655 625 -227 256 -
Stage 2 176 255 560 604
i
HCM Control Delay, s/v

HCM LOS

0.32 $ 568.33
F
$ 366.02
F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 84
HCM Lane V/C Ratio 1.991
HCM Control Delay (s/veh) $ 568.3
HCM Lane LOS F
HCM 95th %tileQ(veh) 14.6
658
0 A
0 otes
- 70
- 0.036
- 8.2
A
- 0.1
• 64
- 1.418
- $366
F
- 7.8
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ISA
08/09/2024
Synchro 12 Report

1229
AGENDA ITEM NO. 15.

HCM 7th AWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
Intersection Delay, s/veh 480.6
intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 'S^
Lane Configurations 4^ 4* 4*
Traffic Vol,veh/h 12 222 153 63 512 279 177 317 35 250 544 23 Future Vol, veh/h 12 222 153 63 512 279 177 317 35 250 544 23 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 3 3 3 1 1 1 3 3 3 3 3 3
Mvmt Flow 12 229 158 65 528 288 182 327 36 258 561 24
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB m NB SB 1
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right MB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 136.2 630.6 281.2 616

HCM LOS F F F
Lane NBLnl EBLnl WBLnl SBLnl 1
Vol Left, %
VolThru,%
Vol Right, %
Sign Control
Traffic Vol by Lane
LTVol
Through Vol
RTVol
Lane Flow Rate
Geometry Gip
Degree of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM LaneV/C Ratio
HCM Control Delay, s/veh
HCM Lane LOS
HCM 95th-tlle Q
33%
60%
7%
Stop
529
177
317
35 545
1 1.466

19.313
Yes
196

17.313

2.781
281.2
F

16.9 3%
57%
40%
Stop
387
12 222
153
399
1 1.044

21.735
Yes
172

19.735

2.32 136.2
F

8.5 7%
60%
33%
Stop
854
63 512
279
880
1 2.307

14.634
Yes
255
12,634

3.451
630.6
F

44.9 31%
67%
3%
Stop
817
250
544
23 842
1 2.268

15.645
Yes
244

13.645

3.451
616
F

41.2 LSA
08/09/2024
Synchro 12 Report

1230
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: MinnewawaAvenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
Int Delay, s/veh 522
Lane Configurations 4* 4* 4*
Traffic Vol, veh/h 85 129 121 22 144 4 96 523 18 3 962 140 Future Vol, veh/h 85 129 121 22 144 4 96 523 18 3 962 140 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Slop Stop Free Free Free Free Free Free RT Channelized - -None - -None - -None - -None
Storage Length - - - - - ■ - - - - - -
Veh in Median Storage, # - 0
- -
0 - -
0 - -
0 -
Grade, %
-
0 - -
0 - -
0 - -
0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles. % 2 2 2 2 2 2 3 3 3 3 3 3
Mvmt Flow 92 140 132 24 157 4 104 568 20 3 1046 152
pajWihdr" Minor2
• —
Clinorr—
Jiflinrr viajoir
Conflicting Flow All 1984 1925 1122 1909 1991 578 1198 0 0 588 0 0 Stage 1 1128 1128 -
787 787 - - - - - - -
Stage 2 855 797 -
1122 1204 - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.13 - -

4.13 - -
Critical Hdwy Stg 1 6.12 5.52 -

6.12 5.52 - - - - - - -
Critical Hdv/y Stg 2 6.12 5.52 -

6.12 5.52 - - - - - -if
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.227 - -

2.227 - -
Pot Cap-1 Maneuver -46 -67 251 52 -61 515 579 - -
982 •- -
Stage 1 248 279 -
385 403 - - - - - - -
Stage 2 353 399 -
250 257 - - - - - • -■
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver -33 -48 251 -18 -44 515 579 - -■ 982 - Mov Cap-2 Maneuver -33 -48 -
-18 -44 - - - - - - -
Stage 1 246 276 -
282 295 - - - - - -
Stage 2 120 292 -
58 254 - - - - - - -
HCM Control Dela^Sf494.76

HCM LOS F
$ 1976.85
F

1.9 0.02
Pnor Lane/Major MvmV NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 269
HCM Lane V/C Ratio 0.18
HCM Control Delay (s/veh) 12.6
HCM Lane LOS B
HCM 95th %tile Q(veh) 0.7
- 58 38 5
- 6.237 4.918 0.003
0 $2494^1976.9 8.7

A - F F A
- 41.5 21.6 0
9V^SStS«SSaiZBV7*A'T«
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

1231
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
6: Minnewawa Avenue & Shepherd Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
< ^ t A V i V
Movement ii im-:, .NBT HBR
Lane Configurations ft r f f f r f r
Traffic Volume (veh/h) 150 564 508 106 503 322 260 387 51 297 966 221 Future Volume (veh/h) 150 564 508 106 503 322 260 387 51 297 966 221 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BikeAdj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 163 613 552 115 547 350 283 421 55 323 1050 240 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 190 1050 468 156 517 438 304 517 438 304 517 438 Arrive On Green 0.11 0.30 0.30 0.09 0.28 0.28 0.17 0.28 0.28 0.17 0.28 0.28 Sat Flow, veh/h 1767 3526 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Grp Volume(v), veh/h 163 613 552 115 547 350 283 421 55 323 1050 240 Grp Sat Flow(s),veh/h/ln 1767 1763 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Q Serve(g_s), s 11.1 18.1 36.4 7.8 34.0 25.2 19.3 25.9 3.2 21.0 34.0 15.9 Cycle Q Clear(g_c), s 11.1 18,1 36.4 7.8 34.0 25.2 19.3 25.9 3.2 21.0 34.0 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 190 1050 468 156 517 438 304 517 438 304 517 438 V/C Ratio(X) 0.86 0.58 1.18 0.74 1.08 0.80 0.93 0.82 0.13 1.06 2.03 0.55 Avail Cap(c_a), veh/h 304 1050 468 304 517 438 304 517 438 304 517 438 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.6 36.5 42.9 54.3 44.1 40.9 49.9 41.1 33.0 50.6 44.1 37.5 Incr Delay (d2), s/veh 7.5 1.1 100.8 2.5 56.1 10.9 33.6 9.8 0.1 69.3 471.5 1.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 7.6 26.5 3.4 22.9 10.6 11.1 12.8 1.2 15.1 83.1 6.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 61.1 37.5 143.7 56.8 100.2 51.8 83.5 51.0 33.1 119.9 515.6 39.4 LnGrp LOS E D F E F D F D C F F D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
1328

84.6 F
1012

78.5 E
759

61.8 E
1613
365.5
F
Phs Duration (G+Y+Rc), s 25.0 40.0 17.1 40.0 25.0 40.0 14.8 42.4 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+l1), s 21.3 36.0 13.1 36.0 23.0 27.9 9.8 38.4 Green ExtTime (p_c), s 0.0 0.0 0.1 0.0 0.0 1.4 0.1 0.0
Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS
175.8
F
LSA
08/09/2024
Synchro 12 Report

1232
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 1: Willow Avenue & Behymer Avenue Cumulative Year NP_PM Peak Hour >
> r VA t A
V 1 V
Klovement EBL EBT EBR WBL WBT WBR NEL NET NER SEL SET SBR Lane Configurations t f r f
Traffic Volume (veh/h) 22 254 237 526 252 254 215 889 670 244 655 42 Future Volume (veh/h) 22 254 237 526 252 254 215 889 670 244 655 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Red-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 24 276 258 572 274 276 234 966 728 265 712 46 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 1 1 1 1 1 1
Cap, veh/h 67 347 294 244 231 233 235 1800 559 235 1800 559 Arrive On Green 0.04 0.19 0.19 0.14 0.27 0.27 0.13 0.35 0.35 0.13 0.35 0.35 Sat Flow, veh/h 1781 1870 1585 1781 855 861 1795 5147 1598 1795 5147 1598 Grp Volume(v), veh/h 24 276 258 572 0 550 234 966 728 265 712 46 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1715 1795 1716 1598 1795 1716 1598 Q Serve(g_s), s 1.5 15.8 17.8 15.4 0.0 30.4 14.6 16.9 39.3 14.7 11.7 2.2 Cycle Q Clear(g_c), s 1.5 15.8 17.8 15.4 0.0 30.4 14.6 16.9 39.3 14.7 11.7 2.2 Prop In Lane 1.00 1.00 1.00 0.50 1.00 1.00 1.00 1.00
Lane Grp Cap{c), veh/h 67 347 294 244 0 465 235 1800 559 235 1800 559 V/C Ratlo(X) 0.36 0.80 0.88 2.34 0.00 1.18 1.00 0.54 1.30 1.13 0.40 0.08 Avail Cap(c_a), veh/h 219 391 332 244 0 465 235 1800 559 235 1800 559 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.7 43.7 44.5 48.5 0.0 41.0 48.8 29.2 36.5 48.8 27.6 24.4 Incr Delay (d2), s/veh 1.2 10.3 21.3 616.7 0.0 102.9 57.5 0.8 148.8 97.5 0.5 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %lle BackOfQ(50%),veh/ln 0.7 8.1 8.5 48.5 0.0 25.6 10.3 7.0 37.7 12.9 4.9 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.9 54.0 65.8 665.1 0.0 143.9 106.3 30.1 185.3 146.3 28.0 24.6 LnGrp LOS D D E F F F C F F C C
Approach Vol, veh/h 558 1122 1928 1023
Approach Delay, s/veh 59.4 409.6 97.9 58.5
Approach LOS E F F E
Phs Duration (G+Y+Rc), s 20.0 45.0 10.4 36.9 20.0 45.0 20.0 27.3 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s

14.7 39.3 13.8 23.5 14.7 39.3 15.4 23,5
Max Q Clear Time {g_c+l1), s 16.6 13.7 3.5 32.4 16.7 41.3 17.4 19.8 Green ExtTime (p_c). s 0.0 11.4 0.0 0.0 0.0 0.0 0.0 1.0 Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS
160.1
F
LSA
08/09/2024
Synchro 12 Report

1233
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Sunnmary
2: Willow Avenue &Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP PM Peak Hour
rifflBR,- . NBL
t A V i V
NBT ,NBR .SBL^;<.iSi
Lane Configurations t f t f f f
Traffic Volume (veh/h) 449 233 333 246 197 107 273 1373 280 120 908 401 Future Volume (veh/h) 449 233 333 246 197 107 273 1373 280 120 908 401 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BIke Ad](A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh^ 473 245 351 259 207 113 287 1445 295 126 956 422 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 0 0 0 0 0 1 1 1 0 0 0
Cap, veh/h 436 411 349 297 266 225 251 1715 532 142 1808 561 Arrive On Green 0.24 0.22 0.22 0.16 0.14 0.14 0.07 0.33 0.33 0.08 0.35 0.35 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 3483 5147 1598 1810 5187 1610 Grp Volume(v), veh/h 473 245 351 259 207 113 287 1445 295 126 956 422 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1742 1716 1598 1810 1729 1610 Q Serve(g_s), s 26.7 12.9 24.0 15.5 11.7 7.2 8.0 28.9 16.7 7.6 16.3 25.6 Cycle Q Clear(g_c), s 26.7 12.9 24.0 15.5 11.7 7.2 8.0 28.9 16.7 7.6 16.3 25.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 436 411 349 297 266 225 251 1715 532 142 1808 561 V/C Ratio(X) 1.09 0.60 1.01 0.87 0.78 0.50 1.14 0.84 0.55 0.89 0.53 0.75 Avail Cap(c_a), veh/h 436 411 349 359 331 280 251 1732 538 142 1825 566 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.1 39.1 43.4 45.2 46.0 44.1 51.4 34.3 30.2 50.6 28.8 31.9 Incr Delay (d2), s/veh 68.0 4.2 49.9 22.7 14.5 4.7 100.4 4.8 3.2 42.9 0.8 7.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %lle BackOfQ(50%),veh/ln 19.7 6.3 14.1 8.8 6.5 3.1 7.0 12.6 6.7 5.1 6.9 10.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 110.1 43.3 93.4 67.9 60.5 48.8 151.9 39.1 33.4 93.4 29.7 39.8 LnGrp LOS F D F E E D F D C F C D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Irimiir-Assigned Phs
1069

89.3 F
579

61.5 E
2027

54.2 D
1504

37.9 D
Phs Duration (G+Y+Rc), s 13.3 44.3 32.0 21.2 15.0 42.6 23.5 29.7 Change Period (Y+Rc), s 5.3 5.7 5.3 5.7 6.3 5.7 5.3 5.7 Max Green Setting (Gmax), s 8.0 39.0 26.7 19.3 8.7 37.3 22.0 24.0 Max Q Clear Time (g_c+l1), s 10.0 27.6 28.7 13.7 9.6 30.9 17.5 26.0 Green Ext Time (p_c), s 0.0 9.4 0.0 1.4 0.0 6.1 0.8 0.0 Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

57.5 E
LSA
10/09/2024
Synchro 12 Report

1234
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP PM Peak Hour
Intersection
Int Delay, s/veh 1808.2
Lane Configurations 4^ 4^
Traffic Vol,veh/h 1 772 83 48 620 36 95 74 54 10 75 1
Future Vol, veh/h 1 772 83 48 620 36 95 74 54 10 75 1
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -None - -None - -None - -None
Storage Length - - - - - - - - - - -
Veh in Median Storage. # - 0
- -
0 - -
0 - -
0 -
Grade, % 0
- -
0 - -
0 - -
0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 0 0 0 0 0 0 0 0 0
Mvmt Flow 1 821 88 51 660 38 101 79 57 11 80 1
PHor/Mirior - - -
0 1669 1668 865 1644 1693
- 868 868 -
781 781
- 802 800 -863 912
- 7.1 6.5 6.2 7.1 6.5
- 6.1 5.5 -

6.1 5.5
- 6.1 5.5 -6.1 5.5
- 3.5 4 3.3 3.5 4
- -77 97 356 81 94
- 350 373 -391 408
- 381 400 -352 356
- "3 86 356 -6 83
- -3 86 --6 83
- 349 372 -
348 363
- 263 356 -
232 355
Ccnflicting Flow All 698
Stage 1
Stage 2
Critical Hdwy 4.12
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy 2.218
Pot Cap-1 Maneuver 898
Stage 1
Stage 2
Platoon blocked. %
Mov Cap-1 Maneuver 898
Mov Cap-2 Maneuver
Stage 1
Stage 2
toroach yM
0 910

4.1 2.2
757
757

6.2 3.3
HCM Control Delay, s/v 0.01

HCM LOS
$ 14749.01
F
$ 1047.33
F
i^lnor Lane/Major Mvmt NBLnl EBL EBT EBR WBL "WBT WBRSBLnl Capacity (veh/h) 7 2
- - 121 -
- 33
HCM Lane V/C Ratio 31.633 0.001 -
- 0.067 -- 2.755
HCM Control Delay (s/veh) $ 14749 9 0 - 10.1 0 $1047.3
HCM Lane LOS F A A B A F
HCM 95th %tile Q(veh) 31.5 0
- - 0.2 -
- 10.5
otes
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ISA
08/09/2024
Synchro 12 Report

1235
AGENDA ITEM NO. 15.

HCM 7thAWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP PM Peak Hour
Intersection Delay, s/veh 560.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4* 4*
Traffic Vol,veh/h 14 472 161 35 463 223 229 628 64 226 310 10 Future Vol, veh/h 14 472 161 35 463 223 229 628 64 226 310 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 2 2 2 0 0 0 2 2 2 3 3 3
Mvmt Flow 15 508 173 38 498 240 246 675 69 243 333 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB V
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1 H
HCM Control Delay, s/veh 445.4 526.3 793.7 347.5
HCM LOS F F F F mm
Lane NBLnl EBLn1 WBLnl SBLnl
Voi Left. % 25% 2% 5% 41%
Vol Thru, % 68% 73% 64% 57%
Vol Right, % 7% 25% 31% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 921 647 721 546
LTVoi 229 14 35 226
Through Vol 628 472 463 310
RTVol 64 161 223 10
Lane Flow Rate 990 696 775 587
Geometry Grp 1 1 1 1
Degree of Utii (X) 2.652 1.833 2.029 1.585
Departure Headway (Hd) 18.567 22.768 21.387 25.128
Convergence, Y/N Yes Yes Yes Yes
Cap 208 167 178 153
Service Time 16.567 20.768 19.387 23.128
HCM Lane V/C Ratio 4.76 4.168 4.354 3.837
HCM Control Delay, s/veh 793.7 445.4 526.3 347.5
HCM Lane LOS F F F F
HCM 95th-tile Q 44.4 21.5 26.5 15.8
a
ISA
08/09/2024
Synchro 12 Report

1236
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP PM Peak Hour
. - - - -
Int Delay, s/veh
Movement
1955.5
EBL EBT EBR WBL WBT WBR NBL ■NBT NBR SBL
Lane Configurations 4* 4* <1+ 4*
Traffic Vol, veh/h 129 179 149 23 177 5 161 1069 18 4 597 111 Future Vol, veh/h 129 179 149 23 177 5 161 1069 18 4 597 111 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - -
None - -
None - -None - -
None
Storage Length - - - ■ - - - - - - - -
Veh in Median Storage. # - 0
- -
0 - -
0 - -
0 -
Grade, %
-
0 - -
0 - -
0 - -
0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 3 3 3
Mvmt Flow 136 188 157 24 186 5 169 1125 19 4 628 117 4:V:

Kit 5iiblir1 -ii
Conflicting Flow All 2253 2178 687 2205 2227 1135
Stage 1 695 695 - 1474 1474 -
Stage 2 1557 1483 -
731 754 -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 6,12 5.52 -

6.12 5.52 -
Critical Hdwy Stg 2 6.12 5.52 -

6.12 5.52 -
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver -29 -46 447 32 -43 246
Stage 1 432 444 - 158 191 -
Stage 2 141 189 -
413 417 -
Platoon blocked, %
Mov Cap-1 Maneuver -13 -21 447 -9 -19 246
Mov Cap-2 Maneuver -13 -21 -
-9 -19 -
Stage 1 427 438 - 72 -87 -
Stage 2
■
-86 -151 412 -
WB
745

4.12 2.218
863
NB
0 0 1144

4.13 • 2.227
- 607
607
SB
HCM Control Delav$5'967.32

HCM LOS F
$ 5458.01
F

1.31 0.06
i^inor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SET SBR Capacity (veh/h) 231
HCM Lane V/C Ratio 0.196
HCM Control Delay (s/veh) 10.2
HCM Lane LOS B
HCM 95th %tlle Q(veh) 0.7
1 - 24 18
-19.80212.193
$8767.3$ 5458
F F
- 60.1 27.7
10 0.007
11 B
0 Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

1237
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 6: Minnewawa Avenue & Shepherd Avenue Cumulative Year np_pm Peak Hour > K
:nbl
t ^ V i V
..SB_R
Lane Configurations ft f f + f
Traffic Volume (veh/h) 322 511 441 48 383 329 473 1066 90 199 673 230 Future Volume (veh/h) 322 511 441 48 383 329 473 1066 90 199 673 230 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BikeAdj(A_pbT) 1.00 1.00 1.00 too 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 339 538 464 51 403 346 498 1122 95 209 708 242 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 0 0 0 0 0 2 2 2 3 3 3
Cap, veh/h 300 1215 542 131 462 392 295 562 476 235 497 421 Arrive On Green 0.17 0.34 0.34 0.07 0.24 0.24 0.17 0.30 0.30 0.13 0.27 0.27 Sat Flow, veh/h 1810 3610 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Grp Volume(v), veh/h 339 538 464 51 403 346 498 1122 95 209 708 242 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Q Serve(g_s), s 21.0 14.7 34.1 3.4 25.8 26.3 21.0 38.1 5.7 14.8 34.0 16.9 Cycle Q Clear(g_c), s 21.0 14.7 34.1 3.4 25.8 26.3 21.0 38.1 5.7 14.8 34.0 16.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 300 1215 542 131 462 392 295 562 476 235 497 421 V/C Ratio(X) 1.13 0.44 0.86 0.39 0.87 0.88 1.69 2.00 0.20 0.89 1.42 0.57 Avail Cap(c_a), veh/h 300 1215 542 300 509 432 295 562 476 293 497 421 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.9 32.8 39.2 56.2 46.1 46.3 52.9 44.4 33.0 54.1 46.4 40.2 Incr Delay (d2), s/veh 92.4 0.4 13.3 0.7 15.3 19.0 324.3 454.3 0.2 20.7 202.1 2.3 Initial Q Deiay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.9 6.3 14.8 1.5 13.7 12.2 35.7 87.9 2.1 7.9 43.5 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 145.3 33.2 52.5 56.9 61.4 65.3 377.3 498.7 33.2 74.8 248.6 42.5 LnGrp LOS F C D E E E F F C E F D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
1341

68.2 E
800

62.8 E
1715
437.7
F
1159
174.2
F
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+l1), s
Green Ext Time (p_c), s
intersection Summs
HCM 7th Control Delay, s/veh
HCM 7th LOS
-i. ■: '

25.0 40.0 25.0 36,9 20.9 44.1 13.2 48.7

4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0

21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0

23.0 36.0 23.0 28.3 16.8 40.1 5.4 36.1

0.0 0.0 0.0 2.6 0.1 0.0 0.0 0.0
218.2
F
LSA
08/09/2024
Synchro 12 Report

1238
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
> > r V t A
V \
Movement EEL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t f f
Traffic Volume (veh/h) 84 223 267 547 293 337 193 784 265 150 913 57 Future Volume (veh/h) 84 223 267 547 293 337 193 784 265 150 913 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BIke Ad](A_pbT) 1.00 1.00 1.00 1.00 100 100 100 100 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Fiov/, veh/h/ln 1856 1856 1856 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 87 230 275 564 302 347 199 808 273 155 941 59 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 2 2 2 2 2 2 3 3 3
Cap, veh/h 126 370 314 268 208 239 230 1684 523 186 1549 481 Arrive On Green 0.07 0.20 0.20 0.15 0.26 0.26 0.13 0.33 0.33 0.10 0.31 0.31 Sat Flow, veh/h 1767 1856 1572 1781 794 912 1781 5106 1585 1767 5066 1572 Grp Volume(v), veh/h 87 230 275 564 0 649 199 808 273 155 941 59 Grp Sat Fiow(s),veh/h/in 1767 1856 1572 1781 0 1706 1781 1702 1585 1767 1689 1572 Q Serve(g_s), s 4.9 11.6 17.4 15.4 0.0 26.9 11.2 12.9 14.3 8.8 16.2 2.8 Cycle Q Clear(g_c), s 4.9 11.6 17.4 15.4 0.0 26.9 11.2 12.9 14.3 8.8 16.2 2.8 Prop In Lane 1.00 1.00 1.00 0.53 100 100 1.00 100
Lane Grp Cap{c), veh/h 126 370 314 268 0 448 230 1684 523 186 1549 481 V/C Ratio(X) 0.69 0.62 0.88 2.11 0.00 1.45 0.87 0.48 0.52 0.84 0.61 0.12 Avail Cap(c_a), veh/h 238 425 361 268 0 448 255 1958 608 253 1942 603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 Upstream Filter(l) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 100 1.00 Uniform Delay (d), s/veh 46.5 37.5 39.8 43.5 0.0 37.8 43.8 27.3 27.8 45.0 30.3 25.7 Incr Delay (d2), s/veh 2.5 2.5 19.6 510.8 0.0 214.2 22.0 0.7 2.6 12.1 1.3 0.4 Initial Q D0lay(d3). s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %lle BackOfQ(50%),veh/ln 2.2 5.4 8.2 44.5 0.0 37.4 6.3 5.3 5.6 4.5 6.7 11 Unslg. Movement Delay, s/veh
LnGrp De[ay(d), s/veh 49.0 40.0 59.4 554.3 0.0 252.0 65.7 28.0 30.4 57.1 31.6 26.0 LnGrp LOS D D E F F E C C E C C
Approach Vol, veh/h 592 1213 1280 1155
Approach Delay, s/veh 50.4 392.6 34.4 34.7
Approach LOS D F C C
fimer - Assigned Phs
Phs Duration (G+Y+Rc), s 18.5 37.0 13.5
Change Period (Y+Rc), s 5.3 5.7 6.2
Max Green Setting (Gmax), s 14.7 39.3 13.8
Max Q Clear Time (g_c+i1), s 13.2 18.2 6.9
Green Ext Time (p_c), s 0.0 13.1 0.0

33.4 6.5

23.5 28.9

0.0 16.1

5.3 14.7

10.8 0.1

39.5 5.7

39.3 16.3

14.1 20.0

4.6 15.4

17.4 0.0

26.9 6.5

23.5 19.4

1.0 HCM 7th Control Delay, s/veh
HCM 7th LOS
139.2
F
ISA
08/12/2024
Synchro 12 Report

1239
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 2: Willow Avenue & Perrin Avenue Cumulative Year wp_am Peak Hour KehlShiNMHHH
>
> <
-,WBR. NBL
t
NBT
A
V i
'.smi
Lane Configurations r f r m f 'I f
Traffic Volume (veh/h) 278 126 209 197 200 76 160 861 134 45 1252 449 Future Volume (veh/h) 278 126 209 197 200 76 160 861 134 45 1252 449 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 100 1.00 1.00 1.00 1.00 100 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 100 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1900 1900 1900 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 287 130 215 203 206 78 165 888 138 46 1291 463 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0,97 Percent Heavy Veh, % 2 2 2 0 0 0 2 2 2 3 3 3
Cap, veh/h 337 357 302 249 264 223 270 1979 614 101 1908 592 Arrive On Green 0.19 0.19 0.19 0.14 0.14 0.14 0.08 0.39 0.39 0.06 0.38 0.38 Sat Flow, veh/h 1781 1870 1585 1810 1900 1610 3456 5106 1585 1767 5066 1572 Grp Volume{v), veh/h 287 130 215 203 206 78 165 888 138 46 1291 463 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1810 1900 1610 1728 1702 1585 1767 1689 1572 Q Serve(g_s), s 15.8 6.1 12.9 11.0 10.6 4.4 4.7 13.1 5.9 2.6 21.6 26.4 Cycle Q Ciear{g_c), s 15.8 6.1 12.9 11.0 10.6 4.4 4.7 13.1 5.9 2.6 21.6 26.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 337 357 302 249 264 223 270 1979 614 101 1908 592 V/C Ratio(X) 0.85 0.36 0.71 0.82 0.78 0.35 0.61 0.45 0.22 0.45 0.68 0.78 Avail Cap(c_a), veh/h 469 443 375 393 362 307 273 1979 614 152 1949 605 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 Uniform Delay (d), sAreh 39.7 35.7 38.4 42.5 42.2 39.5 45.2 23.0 20.8 46.2 26.4 27.9 Incr Delay (d2), s/veh 16.7 1.7 9.0 16.4 14.0 2.6 2.8 0.5 0.6 1.2 1.6 8.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8,2 2.9 5.6 6.0 6.0 1.9 2.1 5.2 2.2 1.2 8.7 10.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 56.4 37.4 47.4 58.8 56.1 42,1 48.0 23.5 21.4 47.4 28.0 36.7 LnGrp LOS E D D E E D D C C D C D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
632

49.4 D
487

55.0 E
1191

26.7 C
1800

30.8 C
S
Phs Duration (G+Y+Rc), s 13.2 43.9 24.5 19,8 12.1 45,0 19.2 25.0"" Change Period (Y+Rc), s 5.3 5.7 5.3 5.7 6.3 5.7 5.3 5.7 Max Green Setting (Gmax), s 8.0 39.0 26.7 19.3 8.7 37.3 22.0 24.0 Max Q Clear Time (g_c+l1),s 6.7 28.4 17.8 12.6 4.6 15.1 13.0 14.9 Green Ext Time (p_c),s 0.0 9.8 1.4 1.4 0.0 13,8 0.9 2.0 fritersection Summary
HCM 7th Control Delay, s/veh 35.3
HCM 7th LOS D
.m
ISA
10/09/2024
Synchro 12 Report

1240
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
Int Delay, s/veh
^lovement

93.5 EBL EBT EBR WBL WBT WBR NBL NBT NBR, SBL SBT SBR.:

Lane Configurations 4* 4* 4* 4*
Traffic Vol, veh/h 0 312 60 45 964 7 70 56 36 36 47 1
Future Vol, veh/h 0 312 60 45 964 7 70 56 36 36 47 1
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized ■ -
None - -None - -None - -
None
Storage Length
Veh in Median Storage, #
-
0 - -
0 -
0 - -
0 -
Grade, %
-
0 - -
0 -
0 - -
0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 1 1 1 0 0 0 0 0 0
Mvmt Flow 0 339 65 49 1048 8 76 61 39 39 51 1
Conflicting Flow All 1055 0 0 404 0 0 1543 1525 372 1519 1554 Stage 1
- - - -
- 372 372 -1149 1149
Stage 2 - • - - - 1171 1153 -
370 404
Critical Hdwy 4.13 -
- 4.11 - - 7.1 6.5 6.2 7.1 6.5
Critical Hdwy Stg 1
- - - -
- 6.1 5.5 -6.1 5.5
Critical Hdwy Stg 2
- - - -
- 6.1 5.5 -6.1 5.5
Follow-up Hdwy 2.227 -
- 2.209 -
- 3.5 4 3.3 3.5 4
PotCap-1 Maneuver 656 -
- 1160 -- 95 119 679 98 114
Stage 1
- - - -
- 653 623 -244 275
Stage 2 - - - -
- 237 274 -655 602
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 656 -
- 1160 - -45 107 679 COCO 103
Mov Cap-2 Maneuver - - - - - -45 107 -
-38 103
Stage 1
- - -
- 653 623 -219 247
Stage 2 ■ - - - - 168 246 -
557 602
^pproach EB WB
HCM Control Delay, s/v

HCM LOS

0.36 NB SB
1052

6.2 722.9
F
$420.75
F
Minor Lane/Major Mvmt NBLnl EBL EBT EBR WBL
Capacity (veh/h) 76
HCM Lane V/C Ratio 2.325
HCM Control Delay (s/veh) $ 722.9
HCM Lane LOS F
HCM 95th %tile Q(veh) 16.5
656
0 A
0 - 80
- 0.042
- 8.2
A
- 0.1
- 60
- 1.53
0 -$420.8
A - F
- 8.2
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/12/2024
Synchro 12 Report

1241
AGENDA ITEM NO. 15.

HCM 7th AWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
Intersection Delay, s/veh 492.8
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4^
Traffic Vol, veh/h 16 259 181 63 525 279 187 317 35 250 544 24 Future Vol, veh/h 16 259 181 63 525 279 187 317 35 250 544 24 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 3 3 3 1 1 1 3 3 3 3 3 3
Mvmt Flow 16 267 187 65 541 288 193 327 36 258 561 25
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
i\pproach W6 f^IB SB 1
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right MB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 199.1 649.5 296.9 619.6
HCM LOS F F F ,F :

Lane NBLn1 EBLnl WBLnl SBLnl 1
Vol Left. %
Vol Thru, %
Vol Right, %
Sign Control
Traffic Vol by Lane
LTVol
Through Vol
RTVol
Lane Flow Rate
Geometry Gip
Degree of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM Lane V/C Ratio
HCM Control Delay, s/veh
HCM Lane LOS
HCM 95th-tiie Q
35%
59%
6%
Stop
539
187
317
35 556
1 1.494

20.679
Yes
183

18.679

3.038
296.9
F

16.6 4%
57%
40%
Stop
456
16 259
181
470
1 I.23

22.13 Yes
169

20.13 2.781
199.1
F
II.3
7%
61%
32%
Stop
867
63 525
279
894
1 2.343

15.793
Yes
241

13.793

3.71 649.5
F

42.9 31%
67%
3%
Stop
818
250
544
24 843
1 2.27

16.701
Yes
228

14.701

3.697
619.6
F

38.9 LSA
08/12/2024
Synchro 12 Report

1242
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
Ftersection
Int Delay, s/veh 563.3
Lane Configurations 4* 4* 4*
Traffic Vol, veh/h 85 129 121 22 144 4 96 533 18 3 990 140 Future Vol, veh/h 85 129 121 22 144 4 96 533 18 3 990 140 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - -None - -None - -
None - -None
Storage Length - - - - - - - - - - - -
Veh In Median Storage, # - 0 - -
0 - -
0 - -
0 -
Grade, %
-
0 - -
0 - - 0 - -
0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 3 3 3 3 3 3
Mvmt Flow 92 140 132 24 157 4 104 579 20 3 1076 152
Pilorffibr Minor2 Minorl Majorl Maior2
Conflicting Flow All 2025 1966 1152 1951 2033 589 1228 0 0 599 0 0 Stage 1 1159 1159 -
798 798 - - - - - - -
Stage 2 866 808 -
1153 1235 - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.13 - -

4.13 - -
Critical Hdwy Stg 1 6.12 5.52 -
6,12 5.52 - - - - - - -
Critical Hdwy Stg 2 6.12 5.52 -

6.12 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.227 - - 2.227 - - Pot Cap-1 Maneuver -43 -63 241 48 -57 508 564 - - 973 - - Stage 1 238 270 -
380 398 - - - - - - -
Stage 2 348 394 -
240 249 - - - - - -
. -
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver -30 -45 241 -16 -41 508 564 - -
973 - -
Mov Cap-2 Maneuver -30 -45 -
-16 -41 - - - - - - -
Stage 1
Stage 2
236
113
267
284
274 287
51 246
HCM Control Delai$fl?21.78

HCM LOS F
$ 2200.21
F

1.9 0.02
Kllnor Lane/Major Mvmt NBL NBT NBREBLnlWBLnl SBL SBT SBR Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s/veh)
HCM Lane LOS
HCM 95th %tile Q(veh)
265

0.185

12.8 B

0.7 - 54 34
- 6.721 5.376
$2721.32200.2
F F
- 42 22
5 0.003

8.7 A
0 Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume In platoon LSA
08/12/2024
Synchro 12 Report

1243
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
6: Minnewawa Avenue & Shepherd Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
> < ^ t ^ V i V
-..EBT EBR WBL . .m - -NBR MU.T iS EiMii
Lane Configurations ft f t f t f t f
Traffic Volume (veh/h) 150 564 508 106 503 322 260 397 51 297 994 221 Future Volume (veh/h) 150 564 508 106 503 322 260 397 51 297 994 221 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 163 613 552 115 547 350 283 432 55 323 1080 240 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 190 1050 468 156 517 438 304 517 438 304 517 438 Arrive On Green 0.11 0.30 0.30 0.09 0.28 0.28 0.17 0.28 0.28 0.17 0.28 0.28 Sat Flow, veh/h 1767 3526 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Grp Volume(v), veh/h 163 613 552 115 547 350 283 432 55 323 1080 240 Grp Sat Flow(s),veh/h/ln 1767 1763 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Q Serve(g_s), s 11.1 18.1 36.4 7.8 34.0 25.2 19.3 26.7 3.2 21,0 34.0 15.9 Cycle Q Clear(g_c), s 11.1 18.1 36.4 7.8 34.0 25.2 19.3 26.7 3.2 21.0 34,0 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 190 1050 468 156 517 438 304 517 438 304 517 438 V/C Ratio(X) 0.86 0.58 1.18 0.74 1.06 0.80 0.93 0.84 0.13 1.06 2.09 0.55 Avail Cap(c_a), veh/h 304 1050 468 304 517 438 304 517 438 304 517 438 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.6 36.5 42.9 54.3 44.1 40.9 49.9 41.5 33.0 50.6 44.1 37.5 Incr Delay (d2), s/veh 7.5 1.1 100.8 2.5 56.1 10.9 33.6 11.5 0.1 69.3 497.5 1.9 Initial Q DelayjdS), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %lie BackOfQ(50%),veh/ln 5.1 7.6 26.5 3.4 22.9 10.6 11.1 13.4 1.2 15.1 86.8 6.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 61.1 37.5 143.7 56.8 100.2 51.8 83.5 53.0 33.1 119.9 541.6 39.4 LnGrp LOS E D F E F D F D C F F D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
1328

84.6 F
1012

78.5 E
770

62.8 E
1643
385.3
F
- Assigned Pbs
Phs Duration (G+Y+Rc), s 25.0 40.0 17.1 40.0 25.0 40,0 14.8 42.4 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34,0 21.0 34.0 21,0 34.0 Max Q Clear Time {g_c+l1), s 21.3 36.0 13.1 36.0 23.0 28.7 9.8 38.4 Green Ext Time (p_c), s 0.0 0.0 0.1 0.0 0.0 1.3 0.1 0.0 Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS
183.7
F
ISA
08/12/2024
Synchro 12 Report

1244
AGENDA ITEM NO. 15.

HCM 7th TWSC
7: Peach Avenue & Project Driveway 1
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
Int Delay, s/veh
SlQVefnent^ ^ -
2 WBL WBR NBT NBR SBL -SBT
Lane Configurations V 4
Traffic Vol, veh/h 54 8 148 19 3 112
Future Voi, veh/h 54 8 148 19 3 112
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0
- - - - -
Veh in Median Storage, # 0
-
0 - -
0 Grade, % 0
-
0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 59 9 161 21 3 122
ESr/Minor 1Wihm
Conflicting Flow All 299
Stage 1 171
Stage 2 128
Critical Hdwy 6.42
Critical Hdwy Stg 1 5.42
Critical Hdwy Stg 2 5.42
Follow-up Hdwy 3.518
Pot Cap-1 Maneuver 692
Stage 1 859
Stage 2 898
Platoon blocked, %
Mov Cap-1 Maneuver 690
Mov Cap-2 Maneuver 690
Stage 1 859
Stage 2 895
171

6.22 3.318
873
WB
0 182

4.12 - 2.218
- 1394
- 1394
NB
HCM Control Delay, s/v10.61

HCM LOS B

0.2 Rlinor Lane/Maior Mvmt NBT NBRWBLnl "SBL SBT
Capacity (veh/h) - 709 47 -
HCM Lane V/C Ratio - 0.095 0.002 -
HCM Control Delay (s/veh) - 10.6 7.6 0
HCM Lane LOS B A A
HCM 95th%tileO(veh) - 0.3 0
-
LSA
08/12/2024
Synchro 12 Report

1245
AGENDA ITEM NO. 15.

HCM 7th TWSC
8: Project Driveway 2 & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
Int Delay, s/veh
Movement