Agenda packet — Clovis City Council, December 16, 2024 (part 14 of 21)

1616
AGENDA ITEM NO. 15.
[2.1] Coord Modes+
[2.4] Patterns [2.7.1-24] Splits [2.5] Transition
Pad Cyc Off Spill Seq Spill 17.71 1 2 3 4 5 6 7 a 9 10 Patli Short Long Dwelt No Shortway 0 E-Yld Offset Ret Held Fit Min
Veh
Min
Ped Ml
TMlOpUode 0
1 1 1
Spin 0 0 0 0 0
ConMion SHRT/LNG CrrFP 1 10 2S 0 0 0 0 0 0 EneORN . . . X OFF Maximum MAXINH Mode NON NON NON NON NON NON NON NON NCN NON Force Mod« nxEO
2 0 0 2 1 2
Split 0 0 0 D 0 0 0 0 0
Flash Mode CHANNEL Crd-P 2 10 25 0 0 0 0 0 0 eiHioPM . . . X OFF Coord Modes* (Page 2) Mode NC»i NON NON NON NON NON NON NON NON NON FreeoirSeqCh ON
3 0 1 3
Split 0 0 0 0 0 0
Closed Locfi OFF Crd-P 3 10 25 0 0 0 0 0 0 EndORN . . . X OFF External OFF Mode NON NON NON NON NON NON NON NON NON NON Utdi Sec Frc OFF
4 1 4
Spilt 0 0 0 0 0 0 0
4 10 25 0 0 0 0 0 0 EedORN . . . X OFF SK^-in-Walk OFF Crd-P Ped F?ecycle P12».INH Mode NON NON NON NON NON NON NON NON NON NON EivardSpR OFF
5 1 5
Split 0 0 0 0 1 0 ! 0 1 0 0
5 10 25 0 0 0 0 0 0 EndORN . . . X 0^ Easy Float OFF Crd-P Auto Reset ON Mode NON 1 NON NON NON NON NON NON NON NON NON NTCIP Yield + 1 0
6 1 6
Split 0 1 0 0 0 0 0
Leave Walk Crd-P 6 10 25 0 0 0 0 0 0 EndORM . . . X OFF fielcre TIMED Mode NON NON NON NON NON NON NCN NON NON NON After TIMED
7 1 7
Spilt 0 0 0
7 10 25 0 0 0 0 0 cndORN . . . X OFF
Behmery Wiollw & §3m
tc
HIL
Crd-P
Mode NON NON NON NON NCM NON NON NON NON NON
8 1
Spilt 0 0 0 0
Cfd-P 8 10 25 0 0 0 0 0 EndORN . . . X OFF
Mode NON NON NON NON NON NON NON NON NON NON
9 9 1
Spill 0 1 0 ' 0
Crd-P 9 10 25 0 0 0 0 EndORN . . . . QpF ;
Mode NON NON NON NON NON NON NON NON NON NON
10 0 0 10 1 10
Split 0 0 0 0
Crd-P 10 10 25 0 0 0 0 0 EndORN . . . . OFF
Mode NON NON NON NON NON NON NON NON NON NON
11 0 0 0 1 11
Spilt 0 0 0 0 0 0 0 0
Crd-P 11 17 0 0 0 0 tngORN . . . . OFF
Mode NON NON NON NON NON NON NON NON NON NON
12 0 0 0 1 12
S^lt 0 0 0 0 0 0 0 0 0
Crd-P 12 17 0 0 0 0 0 0 BaeORN . . . . OFF
Mode NCM NON NON NON NON NON NON NON NON NON
13 0 0 0 1 13
Split 0 0 0 0 0 0 0 0 0 0
Crd-P 13 17 0 0 0 0 0 0 BneORN . . . . (^F
Mode NON NON NON NON NON NON NCM NON NON NON
:DI 528
Date Printed:
2/28/2020 PAGE 2
1617
AGENDA ITEM NO. 15.
[2.1] Coord Modes*
[2.4] Patterns
PtM Cyt OR SpIR s*ti
[2.7.1-24] Splits
Spill |2.7] 9 10
[2.5] Transition
Pad Short Long Dwell No Shortway0 Rat
Hok)
MIn
Veil
MIn
Pad
TestOpMode SplK 0 0

NON NON NON NON NON
0 NON
0 0

NON NON
0 BagORN
Spitt
Flash Uoda CHANNEL
Coord Modas* (Page 2)
0 NON
0 0

NON NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegORH
FieeonSaqCh
Closed Lscp
Spill 0 0 0 0 0
0 0 0 0 0 BegORN

NON NON NON NON NON NCN NON NON NON NON
SptR
Slop^Walk
PedRecyde
0 0

NON NON
0 NON
0 0

NON NON
0 0

NON NON
0 0 0 0 0 BegORN
Expand Sp<l
Easy Fbal
Spin
0 0 0
0 NON
0 NON NON
0 NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegCRN
NTCIP Yield + 0
NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegORH OFF
E
£
Ti a
« E S S
Im
fiC
rlJU
Date Printed:
2/28/2020
Split 0
NON
0 0

NON NON
0 NON
0 0

NON NON
0 NON
0 0 0 0

NON NON
Spill
0 0 0
0 NON
0 0

NON NON
0 NON NCN NON NON
0 0

NON NON
0 0 0 0 0 BegORH
0 0 0
o o o o o o o o

NON NON NON NON NON NON NON NON NON
0 0 0 0
0 0

NON NON
0 0

NON NON
0 0 0 0 0 BegORN

NON NON NON
Split 0
NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegCRH
SpiR
0 0 0
0 NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegCRH
Spin
0 D 0
0 NON
0 0

NON NON
0 NON
0 0

NON NON
0 0 0 0 0 BegCRN
OFF
OFF
1618
AGENDA ITEM NO. 15.
[2.7,X.3j TSP Split Table [2.9.2.(1-8)] Strateflv Tables Pat# Cyc Oft Spill Seq SPLITS 1 2 3 4 5 6 7 8 9 10 STRATEGY 1 STRATEGY_2 1 0 1 0 1 1 1 0 0 0 0 0 0 0 0 0 13 SvcPhases 0 0 0 0 SvcPhases 0 0 0 0 TSP - Mai Reduction 0 0 0 0 0 0 0 0 0 Phs Omits 0 0 0 0 Rts Omits 0 0 0 0 TSP • Mai Eilend 0 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
TlrrEstDep 0 0 0 0 SvcRiases 0 0 0 0 SvcPhases 0 0 0 0
2 Cyc 1 Oft 1 Spin Seq SPLITS 1 2 3 4 5 6 7 8 10 Phs Omits 0 0 0 0 Phs Omils 0 0 0 0 0 1 0 1 2 1 0 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 c 0 0 0
TSP • Max Extend 0 0 0 0 0 0 0 0 0
Request 1 2 3 4 STRATEGY 5 STRATEGY 6
Strategy 0 0 0 0 SvcPhases 0 0 0 0 SvcPhases 0 0 0 0
TimSvcDes 0 0 0 0 Phs Omits 0 0 0 0 Phs Omits 0 0 0 0
TimEstDep 0 0 0 0 Ped Omits 0 0 0 0 Ped Omits 0 0 0 0
Cyc 1 Off 1 SpIK Seq SPUTS 1 2 3 4 5 e 7 8 9 10
3 0 1 0 i 3 1 0 0 0 0 0 0 0 0 0
TSP - Max Reduction 0 0 0 0 0 0 0 0 STRATEGY 7 STRATEGY 8 TSP - Max Extend 0 0 0 0 0 0 0 0 SvcPhases 0 0 0 SvcPhases 0 0 0 Request 1 2 3 4 Phs Omits 0 0 0 0 Phs Omits 0 0 0
Strategy 0 0 0 0 Ped Omits 0 0 0 0 Ped Omits 0 0
TimSvcDes 0 0 0 0
TimEstDep 0 0 0
Cyc 1 Off 1 Spill Seq 1 SPLITS 1 2 4 6 7 8 9 10 Cyc OH Split Seq SPLITS 2 3 4 5 7 9 10 4 0 1 0 1 4 1 1 1 0 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0
TSP • Max Reduction 0 0 0 0 0 0 0
6 TSP - Max Reduction 0 0 0 0 0
TSP-Max Extend 0 0 0 0 0 0 TSP • Max Extend 0 0 0 0 0 0 0 0 0 Request i 4 Request 2 3 4
Strategy 0 0 Strategy 0 0 0
TimSvcDes 0 0 TimSvcDes 0 0 0
TimEstDep 0 0 TimEstDep 0 0 0
S
Cyc 1 OH 1 SplH Seq SPLITS 3 4 5 6 9 10 Cyc OH Spilt Seq 1 SPLITS 2 3 4 s 6 7 8 10 0 1 0 1 5 1 0 0 0 0 0 0 0 0 0 9 1 1 0 0 0 0 0 0 0 0
TSP - Max Reduction 0 0 0 0 0 0 0
•F9EER
TSP • Max Reduction 0 0 Q 0 0 0 0 0 0 0
TSP - Max Extend 0 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 c 0 Request 3 4 Request 1 2 3 4
PAGE 4
Strategy 0 0 0 Strategy 0 0 0 0
TimSvcDes 0 0 0 TimSvcDes 0 0 0 0
TimEstDep 0 0 0 TimEstDep 0 0 0 c
1619
AGENDA ITEM NO. 15.

Overlap 1-8 Program Parms S 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 Type 1 Output Pattern Skip Co+Pre Flash 1 Max/MIn Pre# Column 1 1 2 3 4 5 6 9 1 10 1 Modifier 0 Gm 1 OFF RAIL TS2 OFF OFF MAX 1
MVeh
Conflict 0 Yel 3 2 OFF RAJL TS2 OFF OFF OFF MAX Peds
A Conflict Oiap Red 1 3 ON EMERG TS2 OFF OFF OFF MAX 2
ixveiveh
ConfflctPed 4 ON EMERG TS2 OFF OFF OFF MAX Peds
lncfuded0 NORMAL S ON EMERG TS2 OFF OFF OFF MAX 3
Dwell Veh 2 S
2 Modifiers Gm 6 ON EMERG TS2 OFF OFF OFF MAX Peds r
ConfGctS Yel 3 Preemption limes 13.#.1) 4
DvitellVMi 4 7
B Conflict Clap Red 1 Pre# May MinDuia i MaxPres MinGm 1 MInWIk PadClr iTmckGrn! MInDwell Peds Conflict Ped 1
5 Dwell Veh 6 1
Included 0 NORMAL 2 Peds
3 Modifier 0 Gm 3 10 60 6 33 10 Dwell Veh 6 3 1 1 1
Conflict 0 Yel 3 4 10 60 6 33 10 feos ;
C Conflict Ofao Red 1 5 10 60 6 33 10 Phases [3.#,2]-Trk Veh Exit Phases [3.#.2] Conflict Ped 6 10 60 6 33 10 Pre# Phases No. Exit Phase Induded 0 NORMAL 1 : 1 1 1 1
4 Modifier 0 Gm Preemption, Options [3.#.3| 2 1 1 1 ? 1 1 1 Conflicts Yel 3
Pre# Lock Over-ride Over-ride Higher Link 3 1 3 2 ' 5 ' 1 D Conflict Clap Red 1 Input Auto Flasti Preemot 4 1 4 4 7 Conffict Ped 1 OFF OFF OFF ON 5 1 5 1 6
FKluded 0 NORMAL 2 OFF OFF OFF OFF 6 6 3 a 1
S Modifier 0 Gm 3 OFF OFF OFF OFF Overlaps+{3.#.5]
Conflict 0 Yd 3 4 OFF OFF OFF OFF Pre# Preemot Overlaos + b Conflict Ofap Red 1 S OFF OFF OFF OFF Track
Conflict Ped 6 0^ OFF OFF OFF ITwed i
Included 0 NORMAL Preemption, Times* (J.S.A] Prel = RR1 Track ] 6 Modifier 0 Gm Extend Return PedClr Yel Red 2 Dwell ] 1 1 Conflicts Yel 3 Pre No. Dwell Max Pre 2 = RR2 Track ]
1 1
F Conflict Olap Red 1 1 Pre 3 = EVA 3 Dwell 1
Conflict Ped 2 Pre 4 = EVB Track ]
Included 0 NORMAL 3 20 10 3.9 2
Pre 5 - EVC 4 Dwell 1 1
7 Modifier 0 Gm 4 20 10 3.9 2
Pre 6 = EVD Track j
1 Conflict 0 Yel 3 5 20 10 3.9 2 5 Dwell
. .

G Conflict Oiap Red 1 6 20 10 3.9 2 Irack 1
Conflict Ped 6 Dwell 1 1
Included 0 NORMAL Prog Parms* (WM>1>5>2>X>3) OverlacB*: 1-A OverlapB* 3-C 8 Modifier 0 Gm Leading Green OFF "YA MCE Disable OFF Leading Green OFF FYA MCE Disable OFF Conflict 0 Yel 3 Transit Input FYA Skip Red OFF Transit Input FYA Skip Red OFF H Conflict Olap Red 1 FYA Delay Time FYA Afte^reempt OFF FYA Delay Time FYAAfterPreempt OFF Conflict Ped Ped Call Clear OFF Ped Call Clear OFF
OLP GENERAL PARAMETERS [1.5.1] Ped ClearTlme FYA ImmedRelurn OFF Ped ClearTlme YA ImmedReturn OFF Loci? Inht"o OFF Green Extlnh Green Ext Inh
Conflict Locl( Enatife OFF UverlapB+: 2-^ OveriapB* TC
Parent P Clearance ON Leading Green OFF FYA MCE Disable OFF Leading Green OFF FYA MCE Disable OFF Xtra Ind Phases OFF Transit Input FYA Skip Red OFF Transit Input FYA Skip Red OFF InhibltLocklnten/al Always FYA Oefay Time FYA AflerPreempt OFF FYA Delay Time FYAAfterPraemot OFF Channel Parameters [1.8.3] Ped Call Clear OFF Ped Call Clear OFF Pre Invert Rail input! OFF Ped ClearTlme FYA ImmedRelurn OFF Ped ClearTime FYA ImmedRelurn OFF C'ly of Green Ext Inh Green Ext Inh
.111 fCim ID: 285 Name: Behvmer & Willow Date Printed:
2/28/2020 Paqe 5
1620
AGENDA ITEM NO. 15.

CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
CHANNEL SEHINGS (1,8.1) Chan Settings [1 8.2]
Channel 1 2 3 4 5 6 7 6 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 2 3 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
Page1 Page 2
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 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 ID PARAMETERS [1,8,6] Inh Red F! In Preempt Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC 10 Mode: USER Clap 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 BIU Mapping
Invert Rail Inputs:

EVP Fed Confirm

DEFAULT
OFF
OFF
ID: 285 NAME: Behymer & Willow
I/O LOGIC [1,8.7] Pit Date: 2/28/2020
Result Operand_1 Operand_2 Operand_3 Timer Ped Farms (MM>5>4 Row# I/O Fen Inv Src I/O Fun
10 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 Inv Src I/O Fun
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Dly Sec Det#
DLY
DLY
DLY 0
DLY 0
DLY 0
DLY 0
DLY
DLY
DLY
DLY
Call No
Act
Max
Pres
Err
Cnt
0 2
0 4 i 0
0 0
0 ' 0
6 ' 0
0 0
0 0
0 i 0
0 ' 0
PAGES
1621
AGENDA ITEM NO. 15.

Veh Par 1-32 [5.1] Vehicle Opiions 1-32 [5.2] Paramelers'-1-32 [5.3] Info Only
Dir
Input Call SwI Dlay Ext Que No Max Err
Slot 0 0 Acl Pre$ cm
Fall
Time Ext Cue Add Red Yell
Init Lock Lock vol Del Occupancy

G I Y I R
Delay
1 I 2
Type Sfc Del
t
Mil'
2I2U
2I2L
213U
2I3L
214U
JI5LI
4I6U
416L
417U
4I7L
4181;
1I9U
3I9L
SJIU
&J2U
6J2L
6J3U
6J3L
63411
7J5U
fU6U
8J6L
AJ7U
8J7L
8JRU
5J9U
7J9L
2IIILI
4I11I.
6JMU
8JIII.

MM.
2i4L
3I5L
41gL
5JIL
6J4L
7J5L
8J8L
anou
4II0L
8J10U
8JIDL
10 15
2 2
15 2
2 15
25S
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
IIBLT
SBT3
SBR1
SBT1
EBLI
WBT1
SBL1
NBT3
N8R1
NBT1
WBL1
EBT3
EBR1
EBT1
NBL2
SBT2
EBL2
WBR1
SBL2
NBT2
EBT2
20 40
44 ID; 285 Name; Behymer& Willow Vol/Occ Period Seconds Minutes 2/28/2020 PAGE 7
1622
AGENDA ITEM NO. 15.

Ait# 1 Times Table [1.1.6.1
Column#... -> 1 2 3 4 5 6 7 8 1
Assign 0 - — -
Win Gm
Gap, £xt
Maxi
Max 2
YelCIr
Red CIr
-
Walk
- - - - •
Ped CIr
Alt# 2 Times Table [1.1.6.1
Cc^umn#... 1 2 3 4 5 6 7 8 1
Assign 0
Min Gm 1
Gap, Ext - ■
Maxi
Max 2
Yel CIr
—
I
Red CIr
Walk
—
Ped CIr
Alt# 3 Times Table [1,1,6.1
Column#... -> 1 2 3 4 5 6 7 8 1
Assign 0 -
Mintjm
Gap. Ext
Maxi
Max2
Yel CIr
Red Qr
Walk
— —
Ped Or
AlW 1 Options
Column# •>
Table [1.1.6.21
Assign 0
Lock Calls
Soft Recall
Dual Entry
Enabl SimGap
Guar Passage
Rest In Walk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
lonfilctinq 01
H 2 I 3 I 4 t 5 I 6 1 7 I 8
Alt# 2 Options Table [1.1.6.21
Column # -> 1 I 2 I 3 I 4 I 5 I 6 I 7
Assgn 0
Lock Calls
Soft Recall
Dual Enrty
Enabl SimGap
Gaur Passage
Rest In Walk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Conflicting 01
Alt# 3 Options
Column # •>
Table [1.1.6.21
Assign 0
Lock Calls
Soft Recall
Dual Enrty
Enabl SimGap
Gauf Passage
Rest In Walk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Ped Delay
Coitflicting 01
M 2 I 3 I 4 I 5 I 6 I 7 I 8
Alt# 4 Options Table [1.1.6.21
Column # •> 1 1 2 3 1 4 5 6 7 0
Assign 0
Lock Calls
Soft Recall
Dual Entry
Enabl SimGap .

Gaur Passage . 1 .

Rest In Walk . -
Cond Service
Reservice • 1 •
Non-Act 1 • 1 •
Red Rest . [ .

Max2
Ped Delay - •
Conflicting 01
1 Alternate ia&tes[2.t))
Pal# POpt PTIme OetGrp Call/Irih
1 dp Off
^|2|3141S|6|7|8 ASC CNA1 Max2 Dla
Off
Off
Off
Off
0«
Off
Off
Off
Ofi
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
DPI
DFT
DFT
"onDFT
DFT
fipt
DFT
OFT
^FT d'ft
"dft
DFT
"dft
DFT
DFT
DFT
"dft
_0FT d"ft
DFT
DFT
_DFT
OFT
Time Base Parameters [4.6]
Da^lght Savings Time
Time Base Sync Ref
GMTOffeel
Dayligtii Savings
Spring
Fall
ENABLE
—5—
Men
11 "Wei
NOTE: % and Ml
parameters are not used
and are not shown
above.

City ol ^
NAME: Behynier& Willow
2/28/2020 ID: 285
PAGES
1623
AGENDA ITEM NO. 15.

Plan Day Date Week of Day Month [4.31 Schedule Annual
1 31 30 29 22 23 24 25 26 27 28 21 20 18 19 16 17 13 14 15 12 11 10 1 S F T W T M S 0 N D S A M A M J F 1 X X X X X X XX 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 X X X X X X X X X 2 31 30 29 28 27 25 26 24 23 21 22 19 20 18 17 16 11 12 13 14 15 10 1 F S T w T M A S 0 N D S M A M J F 2 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|X|X|X|X|X|X|X|X|X|X|X|X 31 30 29 23 24 25 26 27 28 22 21 19 20 18 12 13 14 16 16 17 11 10 1 s F T w T A s 0 N D S M M A M J F

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 X X X X X X X X X X X X X 4 31 23 24 25 26 27 28 29 30 22 21 20 17 18 19 12 13 14 15 16 11 10 1 s F T w A s 0 N D s M T M A M F J - X X X X X X X X X
5 31 30 29 24 25 26 27 28 23 22 21 20 19 18 17 12 13 14 15 16 11 10 4 1 s F T w A s 0 N D s M T A M M J F 6 A M J F _J T M s D N A s 0 T F s _w 31 22 23 24 25 26 27 28 29 30 21 20 19 18 17 16 13 14 15 12 11 10 9 8 4 1 1 7
31 22 23 24 25 26 27 28 29 30 21 20 13 14 15 16 17 18 19 12 11 10 9 1 s F T w T M s A s 0 N D M A J F 1 8
U F J A_ 31 27 28 29 30 22 23 24 25 26 21 19 20 13 14 15 16 17 18 12 11 10 9 6 8 1 T F s w T M s A s 0 N D M 1 30 31 28 29 25 26 27 24 21 22 23 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W A S 0 N D S M T J J F M A M 30 31 23 24 25 26 27 28 29 21 22 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W A S 0 N D S M T J J F M A M 29 30 31 23 24 25 26 27 28 21 22 20 19 18 12 13 14 15 16 17 11 2 3 4 5 6 7 8 9 10 1 S F T W T M A S 0 N D S J J M A M F 31 30 29 25 26 27 28 24 23 17 18 19 20 21 22 16 12 13 14 15 11 2 3 4 5 6 7 8 9 10 1 T F S W T M A S 0 N D S J J M M A _F 31 30 17 IB 19 20 21 22 23 24 25 26 27 28 29 16 12 13 14 15 11 2 3 4 5 5 7 8 9 10 1 T F S W T M A S 0 N D S J J M A M F 31 28 29 30 21 22 23 24 25 26 27 20 12 13 14 IS 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 T F S W A S 0 N D S M T J J M MA F 31 29 30 24 25 26 27 28 23 21 22 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W A S 0 N D S M T J J _M M A F 30 31 23 24 25 26 27 28 29 21 22 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 T F S W A S 0 N D S M T J J A _M M F 29 30 31 25 26 27 28 24 23 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 T F S W D S M T AS ON J J M A M F 30 31 29 28 23 24 25 26 27 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W T M A S 0 N D S J ■! .. ^ ^ ^ Plane Plans 4 Plan Plans 2 Plan Plan1 Plan 10 9 Plan Plans 7 Plan Evt Act ] Min Hour] Evt Act | Min Hour] Ev( Act Mini Hour] Evt Evt Act 1 Min 1 Hour Evt Act j Min 1 Hour Evt Act j Mm 1 Hour £14 Act Mini Houfj EvI Act Mini 1 Hour Act j Min HourJ Evt Act j Min 1 Hour 1 1 54 1 0 54 1 54 1 54 1 1 1 1
2 2 2 0 2 2 2 2 ? 2 2
3 3 3 3 0 3 3 3 3 3 3
4 4 4 4 0 4 4 4 4 4 4
5 5 5 5 0 5 5 5 5 5 5
6 6 6 0 6 6 6 6 6 6 6
7 7 7 7 0 7 7 7 7 7 7
9 9 9 0 9 9 9 9 9 9 9
10 10 10 0 10 10 10 10
10 10 10
1624
AGENDA ITEM NO. 15.
# Alarm Ev Air #1 Bus Preempt Times j Prior. Phases
1 Power Up Alarm. X X Enable OFF MIn 0 0 1 0 1 0 0
2 Stop TiminQ X X Coor+Pre OFF Max 0 —TSP—
3 Cabinet OoorAcfivabon . Lock Mode MAX Lock 0 Headway 0 4 Coordination Failure X X No Skip OFF M Table 0 GrpLock OFF 5 External Alarm #1 ■ 1 - Qiump OFF HoldDweli FreeMod OFF 6 External Alarm # 2
.
7 External Alarm # 3 . #2 Bus Preempt Times j Prior. Phases 8 External Alarm #4 • i • Enable OFF Min 0 0 1 0 1 0 0
9 Closed Loop Disabled . . Coor+Pre OFF Max 0 —TSP10 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 Qjump OFF HoldDweli FreeMod OFF 13 Coord Free Input .
14 Local Flash Input X X #3 Bus Preempt limes 1 Prior. Phases 15 CMU/MMU Rash 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 Cvde Failure X
.

No Skip OFF Alt Table 0 GrpLock OFF
19 Coordination Fault X X Qiump OFF HoldDweli FreeMod OFF 20 Controller Fault X X
25 EEPROMCRC Fautt X X #4 Bus Preempt Times j Prior. Phases 30 Coord Diagnostic Fault X X Enable OFF MIn 0 0 1 0 1 0 0 37 Download Request X X Coor+Pre OFF Max 0 —TSP—
38 Pattern Change . Lock Mode MAX Lock 0 Headway 0
49 Preempt 1 input X X No Skip OFF Alt Table 0 GrpLock OFF 50 Preempt 2 input X X Qiump OFF HoldDweli FreeMod OFF
51 Preempt 3 Input X X
52 Preempt 4 Input X X
53 Preempt 5 Input X X
54 Preempt 6 Input X X
55 Preempt 7 input . .
56 Preempt 8 Input - 1 -
57 Preemot9 Input . .
58 Preempt 10 Input .
59 EEPROM Compare Faidt 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 Pattem Events: ON
Local Txmt Alarms: OFF
Reassign User Alarm #1 In (5): 0
Reassign User Alarm #2 in (6): 0
Preempt hvents: ON
1 ID: 285 Name: Behymei
I/O INPUT TAB _E
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
4 189 169 189 189 4 18 10 24
5 130 134 132 135 200 201 202 203
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
AeTi6hj Table [4.5
54 Pat#
10 12
13 14
15 254
A2 A3 S2 S3 84 85 86 87 88
Ciiy ol
mi
^\i/^ Dale Printed
2/28/2020

Page 10 ends

1625
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-1
PIN
I/O
Source Function Output Name C-1PIN
I/O
Source Function Output Name
39 11-1 2 Veh Det2 1 Logic Grd 83 06-1 18 Red Ch18
40 11-2 16 Veh Det 16 2 01-1 14 Red Ch14 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 Det 22 4 01-3 4 Red Ch4 86 064 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 Det 17 6 01-5 52 Grn Chan 4 88 06-6 11 Red Chll 45 11-7 9 Veh Det 9 7 01-6 3 Red Ch 3 89 06-7 35 Yel Chan 11 46 11-8 23 Veh Det 23 8 01-7 27 Yel Chan 3 90 06-8 59 Gm Chan 11 47 12-1 6 Veh Det 6 9 01-8 51 Grn Chan 3 91 07-1 17 Red Ch17 48 12-2 20 Veh Det 20 10 02-1 13 Red Ch13 92 Logic Grd
49 12-3 12 Veh Det 12 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 Ch10 51 12-5 198 Pre 1 In 13 02-4 26 Yel Chan 2 95 074 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 Det 30 15 02-5 50 Grn Chan 2 97 07-6 9 Red Ch 9 54 12-8 31 Veh Det 31 16 02-6 1 Red Ch 1 98 07-7 33 Yel Chan 9 55 13-1 15 Veh Det 15 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 Gm Chan 1 I/O Outputs -1.8.9.2.5 57 13-3 21 Veh Det21 19 03-1 16 Red Ch16 C- 1 OUTPUTS
58 13-4 7 Veh Det 7 20 03-2 64 Grn Chan 16 1 08-1 115 Not Used 59 13-5 27 Veh Det 27 21 03-3 8 Red Ch 8 2 08-2 115 Not Used 60 13-6 13 Veh Det 13 22 034 32 Yel Chan 8 3 08-3 115 Not Used 61 13-7 28 Veh Det 28 23 03-5 56 Gm Chan 8 4 084 115 Not Used 62 13-8 14 Veh Det 14 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 Det 18 26 03-8 55 Gm Chan 7 15 17-1 33 Veh Det 33 65 14-7 10 Veh Det 10 27 04-1 15 Red Ch15 16 17-2 34 Veh Det 34 66 14-8 24 Veh Det 24 28 04-2 63 Gm Chan 15 17 17-3 35 Veh Det 35 67 15-1 130 Ped Call 2 29 04-3 6 Red Ch 6 18 174 36 Veh Det36 68 15-2 134 Ped Call 6 30 044 30 Yel Chan 6 19 17-5 37 Veh Det 37 69 15-3 132 Ped Call 4 31 04-5 54 Grn Chan 6 20 17-6 38 Veh Det 38 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 Ye! 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 Det41 73 15-7 202 Pre 5 In 35 05-1 37 Yel Chan 13 24 18-2 42 Veh Det42 74 15-8 203 Pre 6 In 36 05-2 39 Yel Chan 15 25 18-3 43 Veh Det43 75 16-1 32 Veh Det32 37 05-3 38 Yel Chan 14 26 184 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 Det 19 100 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
Cily of
ID; 285
NAME: Behymer & Willow Date Printed;
2/28/2020 Page 111626
AGENDA ITEM NO. 15.

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

DETECTOR ASSIGNMENTS ISOLATORS
•T" 11 12 13 14 15 16 17 18 19 110 111 112 113 114
U
Ph 1 Ph2 Ph2 Ph2 PhS Ph4 Ph4 Ph4 Ph 1 Ph 2li Ph2 Ph2 Ph 6 FLASH Cail&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TPS Call&Ext Ext Call&Ext PPB PPB SENSE T2-1&2 T2-S&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 C1.63 C1-47 C1-S8 C1-41 C1-65 C1-49 C1-60 011-23 C1-80 01-67 01-68 01-81 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 Ph 2 PhS Ph4 Ph4 Ph4 PhS Ph2/4 Ph4 Ph 4 Ph 8 STOP Call&Ext Call&TP3 Call&Ext Call&TP3 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 01-76 011-16 011-17 01-45 C1-78 011-18 C1-62 011-24 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 EBU Bk BIKE
"J" J1 J2 J3 J4 J5 J6 J7 JS J9 JIG Jll J12 J13 J14
u
PhS Ph6 Ph6 Ph 6 Ph7 Ph 8 PhS Ph 8 Ph 5 Ph 6/8 Ph6 EMERA EMERB RR1 Cafl&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TPS Call&TPS Call&Ext Ext Call&Ext Ph2 + 5 Ph4 +7 FLASH p
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 C1-50 C1-59 011-25 01-54 01-71 01-72 01-51 Del 15 Det 16 Det 18 Det 20 Det 21 Det 22 Det 24 Det 26 Det 27 Det 43 Det 31 SOLI NB Far NB Mid NBT1 WBL1 EB Far EB Mid EBT1 SBLt Bk BIKE Ph 5 Ph6 Ph6 Ph 6 Ph7 PhB PhS PhS Ph7 Ph 6/8 PhS EMERC EMERO RR2 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Cal]&TP3 Call&Ext Call&TPS Call&Ext EXT Call&Ext Ph 1 + 6 PhS+ 8 LTD OP 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 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 EB Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

Page 12 ends

1627
AGENDA ITEM NO. 15.

ID:

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 •

Page 13 ends

1628
AGENDA ITEM NO. 15.

Movement NL ST SL NT ET
Pliase Oetions-t^ (1.1 3]
"
Unit Params [1.2.11
" "
ly ol "1
Times f1.1.11 1 2 3 4 s 6 7 8 9 10 Options* 2 4 6 17 18 9 1 10 Screen Size » Metric OFF MIn Green 8 6 Reservice Staibs) Flash 0 Red Revert 2
Gap. Ext S.9 5.9 S.S PedCtrThruYel MCE iTmeout 0 Auto Ped Ctear OFF Max1 20 35 20 35 30 SklpRed-NoCall LocFlsn Start RSI Display Tine 60 I Max 2 12 25 12 25 20 Red Rest Yellcw<r OFF ToneDisat4e ON PhasBS<!q.{2rinq)Chartl1.2.4l | Tel Clearance 4.3 4.7 4.3 4.7 4.3 Max II Allow Skip Yel OFF AudioPedTlme 0 iCilUilir Phases 1 Red Clearance 2 1 1 1 ■Max til Start Red Tm 6 'iiase Mode STDB 1 1 1 2 3 4 0 0
Walk 5 Max Inhlt^t Startup Calls UseProg CNA FreeTime 0 2 s 6 7 8 0 0 Ped Clearance 32 Ped Delay TOD Olmmkis OFF Diamond Mode 4Ph 2 2 3 0 0
Red Revert 2 2 2 2 2 Red Rest or Gap ST over Pmipl OFF Free Ring Seq 6 5 7 0 0 Add Initial Conflidina Flase Feature Pronie 10 Mode USER 3 1 2 1 3 4 0 0
Max Initial Gm/Ped Delay MxSeekTrkTm 0 MaxCycHmer 0 2 5 6 7 8 0 0 Time B4 ReducI 8 8 8 Omit Yet. Yelp MxSeekDwdl a CycFliActn ALARM 2 1 3 4 0 0 Cars B4 Redact Ped Oul/Olp Ped PmpUExtCoof Ba Clmc Decide OFF 6 5 7 e 0 0 Time To Reduce 18 18 15 StartYel,NextP Aux Switch stop™ LPAttSrs 34 51 1 2 3 4 0 0 Reduce By 'StartupVehCall 3 4 5 6 7 B •InhFYARedSt OFF Seourrty Delay 0 2 5 6 8 7 0 0 Min Gap 2 2 2 2 2 'SiartuoPedCali RirgAI go 0 1 2 3 4 0 0 DyMaxLim Phase Concurroncy [1-1.4] 6 5 8 7 0 0
Max Stec Phase RlRt| Startup Concurrent Phases 7
2 1 3 4 0 0
Options [1.1.2] 1 1 2 3 1 ^ 5 6 7 8 10 1 RED 5 0 2 5 6 8 7 0 0 Enable X X X X X 2 GREEN 5 0 0 2 1 3 0 0
Min Recall 3 RED 7 0 0 - 76.12B or newer 6 5 8 7 0 0
Max Recall 4 RED 7 0 0 2 4 3 0 D
Ped Recall 5 2 RED 1 2 0 1 0 ' Times* [1.1.7 J
6 7 sl 0; 0
Soft Recall X X
e 2 GREEN 1 1 2 0 I 0 1
Walk2 ^
Einm !I]m 8
10 T" 1 2 4 3 0 0
Lock Calls 2 RED , 3 ! 4 0 0 0 0 0 '~o~ 0 0 0 6 5 7 8 0 0 Auto Flash Enby '8 " 2 RED : 3 ' 4 0 0 BikeClr 0 0 0 0 i 0 0 0 0 11 1 2 1 4 3 1 0 i 0 Auto Flash Exit 9 RED 1 0 ti] 0 rr GmFlash 0 0 0 IE 0 0 1 0 0 2 S 6 7 8 j 0 i 0 Dual Entry X X 10 RED 1 0 1 0 ' 0 1 0 SfClrMn 0 1
0 0 0 0 0 ' 0 0 12 1 2 1 4
3 0 0
Enable SImul Gap 11 RED 1 0 i 0 0 : 0 SfClrNoRdi OFF OFF OFF OFF OFF OFF OFF OFF 6 5 7 B Q 0 Gaurantee Passage - ^2 - RED : 0 [0 0 1 0 NoPed Reseiv 13 1 2 4 3 0 0 Rest In Walk 1 Comm Ports |6.6] jComm [6.2] 2 '5 6 6 7
Q 0
Condrtonal Servica 1 Channel 1 Port 1 Echo 1 Mode Port 1 Baud Kate | hCM 14 1 1 2 4 ■ 3 C 0 Non-Actuated 1 1 Async 1
SP1 NONE 0 1 38400 ( 2 6 5 8 7 0 0
Non-Actuated 2 Async 2 SP2 NONE 0 2 9600 6
15 1 2 1 4 3 0 0
AddlnitCalc Async 3 SP8 NONE 0 3 9800 Ii S
6 8 7 0 Q
A
Async4 OFF NONE 0 4 9600 6 1
16 "T" 2 1 4 3 0 0
2 5 Syne 1 SPSS jComm [6.S] jiHostlPnl 1 1 2 6 5 8 17 0 0 I %
£
O
Syne 2
OFF IP Address: ~io~~S3~ 25 ~i^ ATMS lAdvancc Wamii ig [1.1.9] 1 TS2CVM NONE Mask: 255 255 255 0 10 50 10 22 1Tm
z
Optlcom NONE Gateway: ID 53 25 1 SG Aux Out #1 0 0 8 «=^ 1=1 1 GPS NONE Port#: 1 5125 1 0 0 0 0 Aux Out ri 0 0
8 A ^
PeiTin NAME: Perrin & Willow ID: 284 Configuration: Standard File r V76.12/13 3 ll Updated 12/6/17 |
Prepared by: cs Date Installed / By: 1i^ei o
1 6 Date Primed:
g
Checked by: cs Date Superseded: 3/18/20

Page 1 ends

1629
AGENDA ITEM NO. 15.
{2.1] Coord Modes+
TestOpMode
CofTsctlon
Flash hfaide
Coord Modes* (Page 2)
FreeonSeqCh
CloHdLeop
Slop^Walk
Fed Recycle
Ei^andSpK
Easy Floal
Auto Reset
MTCIPYieial if
ON
^ V
9 E g IB
.iJ'%
Ull
IE
Date Printed:
3/18/2020
[2-4] Patterns
Pali Cye SpUt Seq
[2.7.1-24] Splits
Spill [2.7]
Spilt
Split
split
SfKlt
Split
Spin
spin
Spin
Spilt
Spin
Split
Split
Split
1 NON NON
0 I 0

NON I NON NON
_0

NON NON I NON I NON
NON ■ NON I NON

NON I NON
[2-5] Transition
Short Long NoShortwayO E-Yld Offset Ret
Hold
Min
Veh
Min
Ped
0 EndCRN OFF
OFF
0 ERdORN
0 EndORN OFF
0 EndORM OFF
0 B*pdRN
0 BdpQRN
OFF
OFF
1630
AGENDA ITEM NO. 15.
(2.1] Coord Modes+
(2,4] Patterns
Piif Cyc Off Spin Saq
[2.7.1-241 S plils
SplH [2.7| 10
[2.5] Transition
Shed Long Dw«ll No Shoftway B Offset Rat
Held FH Min
Veh
Mln
Fed
TulOpMode
Correcticin
Spill 0
NCN
0 NOM
0 NON
0 0

NON HOH
0 NON
0 NON
0 0

NCN NON
Split
Flash Mode CHAANa 0 0 0
Coord Uodefi.^ {Pago 2)
0 NON
0 NON
0 0

NON NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 BtgGKN OFF
FreoonSeqCh
Closed Loop
Spill
0 0 0
0 0 0

NON NON NON NON NON NON NON
0 0

NON NON
0 0 0 0 0 BogORN
Spill
Slop.in-Walk 0 0 0
FedRecyde
0 NON
0 NON
0 NON
0 0

NON NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 SogORN
Espand Spll
Easy Raal
Spill 0
NON
0 NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0
NTCIPiyaldl * I fl

NON NON NON NON NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0
1 O
V E
i 2
it f
Date Printed:
3/18/2020
Spill

NON NON NON
0 0

NON NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 SegORN
Spill 0
NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 StgORH
Split
0 0 0
0 NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 SogCRH
Spill 0
NON
0 NON NON NON
0 NON
0 NON
0 0

NON NON
0 0 0 0
0 0 0
0 NON
0 NON
0 NON
0 0

NON NON
0 NON
0 NON
0 NON
0 0

NON NCM
0 0 0 0
Spill 0
NON
0 NON
0 NON
0 0

NON NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 BogORN
SplK
Modt
0 NON
0 NON
0 0

NON NON
0 NON
0 NON
0 NON
0 0

NON NON
0 0 0 0 0 BagGRN
OFF
1631
AGENDA ITEM NO. 15.
[2-7.X.3] TSP Split Table [2.9.2.(1-8)] Straleqy Tables Patf Cyc Off 1 SplH S«i SPLITS 1 2 4 5 6 7 g 9 10 STRATEGY 1 STRATEGY 2 1 0 1 0 1 1 1 0 0 0 0 0 0 0 0 SvcPhases 0 0 0 SvcPhases 0 0 0 TSP - Max Reduction 0 0 0 0 0 Phs Omits 0 0 Phs Omits 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 Ped Omits 0 0 0 Ped Omits 0 0 0 0 Request 2 4
Strategy 0 0
TimSvcDes 0 0 STRATEGY 3 STRATEGY 4
TimEstDep 0 0 SvcMiases 0 0 0 SvcPttases 0 0 0 0
2 Cyc Off [ Spill Seq SPLITS 2 4 5 6 8 10 Phs Omits 0 0 0 Phs Omits 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 Ped Omits 0 0 0 Ped Omits 0 0 0 0 TSP • Max Reduction 0 0 0 0 0 0 0
TSP • Max Extend 0 0 0 0 0 0 0
Request 2 4 STRATEGY 5 STRATEGY 6
Strategy 0 0 SvcRiases 0 0 0 SvcPhases 0 0 0
TimSvcDes 0 0 Phs Omits 0 0 0 0 Phs Omits 0 0 0 0
TimEstDep 0 0 Ped Omits 0 0 0 0 Ped Omits 0 0 0
3 Cyc 1 Off 1 SplH Seq SPUTS 2 4 5 6 a 9 10
0 1 0 1 3 1 0 0 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 SvcPhases 0 0 0 SvcPhases 0 0 0 0 Request 2 4 Phs Omits 0 0 0 0 Phs Omils 0 0 0 0
Strategy 0 0 0 Ped Omits 0 0 0 0 Ped Omits 0 0 0 0
TimSvcDes 0 0 0 0
TimEstDep 0 0 0 0
4 Cyc 1 Of! 1 SplH Seq SPLITS 1 2 3 4 5 6 7 B 9 10 Cyc 1 Off SplH 1 Seq SPLITS 1 3 4 s 6 7 8 10 0 1 0 1 4 1 0 0 D 0 0 0 0 0 0 0 0 6 1 1 0 0 0 0 0 0 0 0 TSP • Max Reduction 0 0 0 0 0 0 0 0 0
6 TSP • Max Reduction 0 0 0 0 0 0 0 0
TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 TSP • Max Extend 0 0 0 0 0 0 0 0 Request 1 2 3 4 Request 1 2 3 4
Strategy 0 0 0 0 Strategy 0 0 0 0
TimSvcDes D 0 0 0 TimSvcDes 0 0 0 0
TimEstDep 0 0 0 0 TimEstDep 0 0 0
5 Cyc 1 Off 1 Spill Seq SPLITS 1 2 3 4 5 6 7 8 9 10 Cyc Off 1 Spot Seq 1 SPLITS 1 2 3 4 s G 7 8 9 10 0 1 0 1 5 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9 1 1 0 0 0 0 0 0 0 0 0 0 TSP • Max Reduotion 0 0 0 0 0 0 0 0 0 0
-R9EEF
TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0
TSP • Max Extend 0 0 0 0 0 0 0 0 0 0 TSP-Max Extend 0 0 0 0 0 0 0 0 0 0 Request 1 2 3 4 Request 1 2 3 4
Strategy 0 D 0 0 Strategy 0 0 0 0
PAGE 4
TimSvcDes 0 0 0 0 TimSvcDes 0 0 0 0
TimEstDep 0 0 0 0 TimEstDep 0 0 0 0
1632
AGENDA ITEM NO. 15.

Overlap 1-8 Program Farms & Farm* [1.5.2.1] [1.5.2.8] Preemption Options* [3.Pre #.6] Pre# Enable! Type I Output I Pattern I Skip I Co*Pre I Flash I Max/MIn Phases [3.#.2] • set the Dwell Phases
ItKluded 0
Modifier 0
Conflict 0
ConHlctOt^
Conflict Fed
Included 0
Modifier 0
Conflict 0
Conftict Ofap
ConfBctPed
Included 0
Modifier 0
Conflict 0
Conflict Clap
Conflict Red
Included 0
Modifier 0
Conflict 0
Conflict Ofap
Conflict Red
Included 0
Modifier 0
Conflict 0
Conflict Clap
Conflict Red
Included 0
Modifier 0
Conflict 0
Conflict Clap
ConfitctPed
Included 0
Modifier 0
Conflict 0
Conflict Clap
Conflict Fed
Gm
Yel
Red 1
Gm
Yel
Red
Pre#

OFF RAIL

ON EMERG

OFF EMERG

OH EMERG

ON EMERG
TS2
TS2
TS2
TS2
TS2
TS2

OFF OFF OFF MAX

OFF OFF OFF MAX
Gm
Yel
Red
Gm
Yef
Red
Gm
Yel
Red
Gm
Yel
Red
Gm
Yel
Red 1
Preemption Times [3.#.1]
Pro# Delay I MInDural MaxPrea I MinGm I MinWIk I PedClr ITract; Gm I Mm Dwell Column
MVeh
Reds
bwellVeh
Feds
Dwell Veh
Feds
Feds
DweUVeh
Feds
[SveUVeh
Peds
11^13 14 15 16 17 16 1
Phases (3.g.2|-Trk Veh
Pre#
Preemption. Options [3.#.3]
Pre# Lock
Input
OFF
OFF
OFF
OFF
OFF
OFF
Over-rlde
Auto Flash
OFF
OFF
OFF
OFF
OFF
OFF
Over-ride Higher
Preempt
OFF
OFF
OFF
OFF
OFF
OFF
Preemption, Times* [3.#.4]
Extend
Dwell
Return
Max
20 10 19
20 < 10 : 3.9
20 10 3.9
20 1 10 3.9
OFF
OFF
OFF
OFF
OFF
Phases
Exit Phases [3.#.2]
No. Exit Phase
2 3 2 5 1
,
5 1 i 6 1
6 8 i I i
Overlaps* [3.8.5]
Pre 1 = RRl
Pre2 = RR2
Pre 3 = EVA
Pre4 = EVB
Pre 5 = EVC
Pre 6 = EVD
TJweU
Dwell
Track
"Bweii
Preempt Overlaps ♦
Included 0
Modifier 0
Conflict 0
Conflict Olap
Conflict Fed
OLP GENERAL PARAMETERS [1.5.1]
Lockinhiljit OFF
Conflict Lock Enable OFF
Parent P Clearance ON
Xtra Ind Phases OFF
InhibflLccklnlerval Always
Channel Parameters [1.8.3]
Pre invert Rail input] OFF
City Ot
■ ■
Gm
Yel
Red
Prog Farms* (MM>1>5>2>X>3)
Leading Green
Transit Input
FYA Delay Time
Ped Call Clear
Ped ClearTlme
Green Extlnh
OFF
OverlapB*: 1-A
FYA MCE Disable OFF
FYA Skip Red OFF
FYAAfterPreempt OFF
FYA ImmedReturn OFF
OverlapB*: 2-B
Leading Green
Transit Input
FYA Delay Time
Ped ClearTlme
Green Extlnh
OFF FYA MCE Disable OFF
FYA Skip Red OFF
FYAAfterPreempt OFF
FYA ImmedReturn OFF
Overlaps- 3-C
Leading Green
Transit Input
FYA Delay Time
Ped Call Clear
Ped ClearTlme
Green Ext Inh
OFF FYA MCE Disable OFF
FYA Skip Red OFF
FYAAfterPreempt WF
FYA ImmedReturn OFF
Overiapii*: 4-D
Leading Green
Transit Input
FYA Delay Time
Ped Call Clear
Ped ClearTlme
Green Ext Inh
FYA MCE Disable OFF
FYA Skip Red OFF
FYAAfterPreempt OFF
FYA ImmedReturn OFF
ID: 284 Name: Perrin & Willow Date Printed:
3/18/2020 Page 5
1633
AGENDA ITEM NO. 15.

CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
CHANNEL SEniNGS [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 16 19 20 21 22 23 24 Phase/Olap# 2 3 4 5 6 7 8 2 3 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
Page1 Page 2
CHANNEL PARMETERS [1 8.3] CHANNELS+ [1.8 .4)
CH 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 OH Off OH OH Off Off Off Off Off Off Off OH Off Off OH OH Invert Rail Inputs: OFF Flash Red OH Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC10 Mode: USER Flash Yellow OH Off Off Off Off OH OH OH Off Off Off Off Off Off Off OH 10 PARAMETERS [1.8.6] Inh Red Fl In Preempt OH Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off C1-C11-ABC 10 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&FBIU Mapping DEFAULT
Invert Rail Inputs: OFF ID: 284 NAME: Perrin & Wiliow
EVP Ped Confirm OFF
I/O LOGIC 11.8.7) Prt Date: 3/18/2020
Result OperandJ Operand_2 Operand_3 Timer Ped Farms (MM>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 Fun
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Logic
Func Diy Sec Det#
DLY 0
OLY 0
DLY 0
DLY 0
DLY 0
DLY 0
DLY
DLY
DLY 0
DLY 0
Call No
Act
Max
Pros
Er
Cnt
0 ! 0
PAGE 6
1634
AGENDA ITEM NO. 15.

Veh Par 1-32 [5.1] Vehicle Options 1-32 [5.2] Paramelers* 1-32 [5.3] Info Only
Dir
Input Call Swf Olay Firt No Max Err
Slot 0 0 Ad Pros Cnt
Fail
Time CaO Ext Cue Add Red Yell
occ
Init Lock Lock
Del Ocoipancy
I M R
Delay
HI Type Src Oet
9 mil
ZI2U
2I2L
2IJU
2I3L
214U
3151
416U
4I6L
4I7U
4I7L
41811
II9U
3I9L
5JIU
6J2U
6J2L
6J3U
&13L
6J4i;
7J5U
8J6U
flJ6L
8J7U
8J71.
8J81I
SJ91I
7J91.
21111;
41111.
6jnii
8JII1.
nil
2I4L
3rSL
4I8L
5JIL
6J4L
7J5L
8J8L
41101;
4110L
SJIOU
8J10L
15 2
2 15 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
STOPS
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
mr
SBT3
SBR1
SBT1
EBL1
SBL1
NBT3
NBR1
NBT1
EBR1
EBT1
NBL2
SBT2
EBL2
SBL2
NBT2
20 44
ID; 284 Name: Perrin & Willow Vol/Occ Period Seconds
Minutes PAGE?
1635
AGENDA ITEM NO. 15.

Alt# 1 Times Table fl.1.6.1
Column#.,. •> 1 2 3 4 5 6 7 8 1
Assign 0
MinGm
Gap. Ext
Maxi
Max 2
YdClr
- -
RedQr
Walk
—
Pedar
Alt# 2 Times Table 11.1.6.1
Cdumn#... •> 1 2 3 4 5 6 7 8 1
Assign 0
Min Gm
- -
Gap, Ext
Max 1 1
Max 2
Yel CIr
_.. ..

RedClr
Walk 1
Fed CIr
Alt#3Times Table 11.1.6.1
Column#... -> 1 2 3 4 5 6 7 8 1
Assign 0
—
Mm Gm
Gap, Ext
Max 1
Max 2
- -
Yel CIr
RedClr
Walk
Pedar
Alt# 1 Options
Column # •>
Assign 0
Tablen.1.6-21
1 I 2 I 3 I 4 IT
Lock Calls
Soft Recall
Dual Entry
Enat)l SimGap
Guar Passage
Rest In Walk
Cond Service
Reservice
Non^l
Red Rest
Max2
Fed Delay
lonflictinq 01
"HT
Alt# 2 Options
Column# ->
Table [1.1.6.21
Assign 0
LockC^ls
Soft Recall
Dual Enrly
EnabI SimGap
Gaur Passage
Rest In Walk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Fed Delay
ConflicUr>9 01
1 2 3 4 5 6 TTT
Alt# 3 Options
Column # ->
Assign 0
Table [1.1.6.21
^ I 2 I 3
Lock Calls
Soft Recall
Du^ Enrty
EnabI SimGap
Gauf Passage
Rest In W^k
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Fed Delay
Conflicting 01
5 6 MS
Alt#4 Options Table [1.1.6 21
Column# ->| 1 I 2 1 3 TT
Assign 0
Lock Calls
Soft Recall
Dual Entry
En^ SimGap
Gaur Passage
Rest In Walk
Cond Service
Reservice
Non-Act 1
Red Rest
Max2
Fed Delay
ConllicCng01
5 I 6 TJT
Alternate la0les[2.6j
Pat# POpI PTIma DetGrp Call/lnh
1 OlpOff
M2|3|4|S[6|7|i ASC CNA1 Max2 Ola
Off
Off
Off
Off
Off
Off"
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
OH
Off
Off
Off
Off
Off
Off
DFT
DFT
DFT
DFT
DFT
DFT
DFT
OFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
DFT
OFT
DFT
OFT
DFT
OFT
DFT
Time Base Parameters [4.6)
Daylight Savings Time
Time Base Sync Ref
GMT Offset
Daylight Savings
Spring
Fall
TRSSCT
0 IMon
11 Wee:

NOTE: % and Mi
parameters are not used
and are not shown
above.

C''y 0(
NAME: PeiTin & Willow
3/18/2020 ID: 284
PAGES
1636
AGENDA ITEM NO. 15.

Annua^chedui^!3^^^[
Month
_Da^_ofWee|^
5^ Date
M__^ F
X X X
J M
X X X
A S _0_
X X X
D_ N
"x X
M _S_
X '
T T
x" X X
F__S
" X
31 30 27 28 29 25 26 23 24 22 12 13 14 15 16 17 18 19 20 21 11 9 10 _6__7_8 2 3 4 5 1 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

J J M A M F

X X X X X X
0 S A

X I X I X

T W T M N D S
X X
S F
X
31 30 26 27 28 29 25 24 22 23 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 |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|XTTTT ^ M F
X X "x
M _J _J_
X X X
_0_ S A
X X X
N D
X X
M
X
2 3 4 5 6 7 8 9 S F T W T

XX'XXXXXX
11 10
XX
13 14 12
XXX
16 17 15
XXX
21 20 18 19

X X X X
24 22 23
XXX
26 27 25
XXX
31 30 29 28

X X X X
N D A S 0 J J F M A M
: "X
M S T _W T
X
23 24 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F XXX
26 27 25
X:X X
31 30 29 28
. . . X
31 30 29 28 23 24 25 26 27 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W T M A S 0 N 0 S J J M A M F 31 30 29 28 23 24 25 26 27 22 21 20 12 13 14 IS 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W T M A S 0 N D S J J A M M 31 30 23 24 25 26 27 28 29 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W A S 0 N 0 S M T J J A M M F 31 30 23 24 25 26 27 28 29 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W N S M T O A S J J M A M F 23 24 25 26 27 28 29 30 31 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W A S 0 N D S M T J J M A M F 31 30 29 27 28 26 25 21 22 23 24 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W A S 0 N D S M T J J M M A F 31 30 21 22 23 24 25 26 27 28 29 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W 0 N D S M T S A J J M M A F 31 30 29 28 26 27 25 21 22 23 24 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W 0 N D S M T S A J J M F M A 29 30 31 28 23 24 25 26 27 22 21 20 12 13 14 15 16 17 18 19 11 10 1234567 S F T W O N D S M T S A J J M A M F 14 31 26 27 28 29 30 23 24 25 22 21 20 12 13 14 IS 16 17 18 19 11 10 123456789 T F S W T M O N D S S A J J M A M F 31 30 21 22 23 24 25 26 27 28 29 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 S F T W 0 N D S M T S A J J M A M F 16 31 30 29 28 23 24 25 26 27 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 T F S W T M 0 N D S S A J J A M M F 31 30 21 22 23 24 25 26 27 28 29 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 T F S W 0 N D S M T S A J J F M A M 31 30 26 27 28 29 25 23 24 22 21 20 12 13 14 15 16 17 18 19 11 2 3 4 5 6 7 8 9 10 1 T F S W T M A S 0 N D S J J A M M F [4.4] PLANS DAY
10 Plan 9 Plan Plans 7 Plan Plane 5 Plan 4 Plan Plans 2 Plan Plan1 Act 1 Min Hour! Evt Act j Min 1 Hour Evt Act j Min 1 Hour Evt Act 1 Min j Hour Evt Act | Min 1 Hour Evt Act Mini Hojrj Evt Act Mini 1 Hour Evt Acl | Min Hour] Evt Act Mini HouH Evt Act Mini Hour] Evt 1 1 1 1 1 1 54 1 0 1 54 1 1 54 1 1 54 1 1
2 2 2 2 2 0 2 2 2 2
3 3 3 3 3 0 3 3 3 3
4 4 4 4 4 4 0 4 4 4 4
5 5 5 5 5 5 0 5 5 5 5
6 6 6 6 6 6 0 6 6 6 6
7 7 7 7 7 0 7 7 7 7
9 9 9 9 9 0 9 9 9 9
10 10 10 10 10 10 0 10 10 10 10
1637
AGENDA ITEM NO. 15.

Alarm
Power Up Warm,
Stop Timing
Cabinet Door Activation
Coordination Failure
External Alarm # 1
External Alarm # 2
External Alarm # 3
External Alarm # 4
Closed Loop Disabled
External Alarm # 5
External Alarm # 6
Manual Control Enable
Coord Free Input
Local Flash Input
CMU/MMU Flash Input
MMU Fault
Cyde Fault
Cyde Failure
Coordination Fault
Controller Fault
EEPROM CRC Fault
Coord Diagnostic Fault
Download Request
Pattem Change
Preempt 11nput
Preempt 2 Input
Preempt 3 Input
Preempt 4 input
Preempt 5 Input
Preempt 6 Input
Preempt 7 Input
Preempt 8 Input
Preempt 9 Input
Preempt 10 Input
EEPROM Compare Fault
Coordination Failure
TSP Active Trigger
Ev Air
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 X
X X
X X
X X
#1 Bus Preempt
Enable
Coor+Pre
Lock Mode
No Skip
Qjump
OFF
OFF
MAX
OFF
OFF
Times
Min
Max
Lock
Alt Table
Prior, Phases
0 I 0 1 0 fo
-TSP—
Headway
HoldDwell
GrpLock
FreeMod
OFF
OFF
#2 Bus Preempt
Enable
Coor+Pre
Lock Mode
No Skip
Qjump
OFF
OFF
MAX
OFF
OFF
Times
Min
Max
Lock
Alt Table
Prior. Phases
0 I 0 I 0 I 0
-TSP---
Headway
GrpLock
HoldDwell FreeMod
OFF
OFF
#3 Bus Preempt
Enable
Coor+Pre
Lock Mode
No Skip
Qjump
OFF
OFF
MAX
OFF
OFF
Times
Min
Max
Lock
Alt Table
Prior. Phases
01010 ro
.>TSP—
Headway
GrpLock
HoldDwell! FreeMod
OFF
OFF
#4 Bus Preempt
Enable
Coor+Pre
Lock Mode
No Skip
Qjump
OFF
OFF
MAX
OFF
OFF
Times
Min
Max
Lock
Alt Table
Prior. Phases
0 0 0 0
-TSP™
Headway
GrpLock
HoldDwell FreeMod
OFF
OFF

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 44 189 169 189 189
ACTION Table (4.5
54 55
Pat#
T
10 12
13 14
15 254
A2 A3 82 S3 S4 S5 86 87 88 P2
Controller Access X X Alarm Parameters 11.6.7.1
FIO Changed Status X X Pattem Events:

Local Txmt Alarms:

Reassign User Alarm #1 In (5):

Reassign UserMann#2 In (6):

Preempt Events:

ON
OFF
0 0
ON
City ol
i~ni
ID; 284 Name; Perrin & Willow
Date Printed
3/18/2020

Page 10 ends

1638
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-1PIN
I/O
Source Function Output Name C-1PIN
I/O
Source Function Output Name
39 11-1 2 Veh Det 2 1 Logic Grd 83 06-1 18 Red Ch18
40 11-2 16 Veh Det16 2 01-1 14 Red Ch14 84 06-2 66 Gm Chan 18 41 11-3 8 Veh Det 8 3 01-2 62 Grn Chan 14 85 06-3 12 Red Ch12 42 11-4 22 Veh Det22 4 01-3 4 Red Ch 4 86 064 36 Yel Chan 12 43 11-5 3 Veh Det 3 5 014 28 Yel Chan 4 87 06-5 60 Gm Chan 12 44 11-6 17 Veh Det 17 6 01-5 52 Gm Chan 4 88 06-6 11 Red Chll 45 11-7 9 Veh Det 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 Det 6 9 01-8 51 Gm Chan 3 91 07-1 17 Red Chi 7 48 12-2 20 Veh Det20 10 02-1 13 Red Ch13 92 Logic Grd
49 12-3 12 Veh Det 12 11 02-2 61 Grn Chan 13 93 07-2 65 Gm Chan 17 50 124 26 Veh Det26 12 02-3 2 Red Ch 2 94 07-3 10 Red ChIO 51 12-5 198 Pre 11n 13 024 26 Yel Chan 2 95 074 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 Det 30 15 02-5 50 Gm Chan 2 97 07-6 9 Red Ch 9 54 12-8 31 Veh Det31 16 02-6 1 Red Chi 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 Gm Chan 1 I/O Outputs -1.8.9.2.5 57 13-3 21 Veh Det 21 19 03-1 16 Red Ch16 C-11 OUTPUTS
58 134 7 Veh Det 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 Det 13 22 034 32 Yel Chan 8 3 08-3 115 Not Used 61 13-7 28 Veh Det 28 23 03-5 56 Gm Chan 8 4 084 115 Not Used 62 13-8 14 Veh Det 14 24 03-6 7 Red Ch 7 I/O Inputs-1.8.9.1.5 63 14-5 4 Veh Det4 25 03-7 31 Yel Chan 7 C-11 INPUTS
64 14-6 18 Veh Det18 26 03-8 55 Gm Chan 7 15 17-1 33 Veh Det 33 65 14-7 10 Veh Det 10 27 04-1 15 Red Ch15 16 17-2 34 Veh Det 34 66 14-8 24 Veh Det 24 28 04-2 63 Gm Chan 15 17 17-3 35 Veh Det 35 67 15-1 130 Ped Call 2 29 04-3 6 Red Ch 6 18 17-4 36 Veh Det 36 68 15-2 134 Ped Call 6 30 044 30 Yel Chan 6 19 17-5 37 Veh Det 37 69 15-3 132 Ped Call 4 31 04-5 54 Grn Chan 6 20 17-6 38 Veh Det 38 70 154 136 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 Ye! 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 Det 32 37 05-3 38 Yel Chan 14 26 184 44 Veh Det 44 76 16-2 5 Veh Det5 38 054 40 Yel Chan 16 27 18-5 189 Unused 77 16-3 19 Veh Det 19 100 05-5 42 Yel Chan 18 28 18-6 189 Unused 78 164 11 Veh Det 11 101 05-6 41 Yel Chan 17 29 18-7 189 Unused 79 16-5 25 Veh Det 25 102 05-7 115 Not Used 30 18-8 189 Unused 80 16-6 29 Veh Det 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 111639
AGENDA ITEM NO. 15.

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

DETECTOR ASSIGNMENTS
■T n 12 13 14 15 16 17 18 19 110 111 112 113 114
U
Ph 1 Ph2 Ph2 Ph2 PhS Ph4 Ph4 Ph4 Ph 1 Ph2/4 Ph2 Ph2 Ph6 FLASH Call&Ext Ext Call&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 T4-1S2 T4-5&6 T4-9&10 T6-1&2 T6-5&6 T6-9&10 T1D-5&6 T8-1 T8-4 T8-7 18-10 C1-56 C1-39 C1-63 C1-47 C1-58 C1-41 01-65 01-19 01-60 011-23 01-80 01-67 01-68 01-81 Det 1 Det 2 Get 4 Det 6 Det 7 Det 8 Get 10 Get 12 Get 13 Get 41 Get 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 PhS Ph2/4 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 T8-11 011-15 C1-43 C1-76 C11-16 C11-17 C1-45 01-78 011-18 01-62 011-24 01-53 01-69 01-70 01-82 Det 33 Det 3 Det 5 Det 34 Get 35 Gets Get 11 Get 36 Det 14 Det 42 Get 30 NBL2 SB Bk SBRt SBT2 EBL2 WB Bk WBRt WBT2 EBU Bk BIKE
"J" J1 J2 J3 J4 JS J6 J7 J8 J9 JIO Jll J12 J13 J14
u
Ph 5 Ph6 Ph6 Ph6 Ph7 PhS PhS PhS Ph 5 Ph 6/8 Ph6 EMERA EMER S RR1 Call&Ext Ext Call&TP3 Call&TPS Call&Ext Ext Call&TPS 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&1Q T7-1&2 T7-5&6 T7-9&10 T10-9&10 T9-1 T9-4 T9-5 19-10 E
C1-55 01-40 C1-64 C1-48 C1-57 C1-42 01-66 01-50 01-59 011-25 01-54 01-71 01-72 01-51 Det 15 Det 16 Get 18 Get 20 Det 21 Det 22 Get 24 Get 28 Get 27 Get 43 Get 31 SBL1 NB Far NB Mid NBT1 WBL1 EE Far EB Mid EBT1 SBLt Bk BIKE Ph 5 Ph6 Ph6 Ph6 Ph 7 PhS PhS PhS Ph7 Ph6/8 PhS EMERC EMER D RR2 Call&Ext Call&TP3 Call&Ext Call&TPS Call&Ext Call&TPS Call&Ext Call&TPS 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 C11-20 011-21 C1-46 01-79 011-22 01-61 011-26 01-75 01-73 01-74 01-52 Get 37 Pet 17 Get 19 Get 38 Det 39 Det 23 Get 25 Get 40 Get 28 Det 44 Det 32 SBL2 NB 6k NBRt NBT2 WBL2 EE Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

ISOLATORS

Page 12 ends

1640
AGENDA ITEM NO. 15.

ID:

TIMING UPDATES AND MODIFICATIONS
284 NAME; Perrln& Willow
DATE CHANGES MADE ATMS or

CABINET BY
3/18/2020 Reassign DET 14 from P3 to P8 OS

Page 13 ends

1641
AGENDA ITEM NO. 15.

ET WL NT SL WT NL ST EL Movement
[1.2.11 Params Unit
[1.1.3] OpUon8+ Phase
6 2 3 4 Ooli£>ns+ 5 6 7 6 _4.. 3 2 1 M.1.11 Times
OFF Metric She 'Screen 8 i 7
Reservice 9 11 8 11 9 11 11 Green Mm
■ ■
1 Revert Red 0 Flash Startup
Ul F C//
Ext Gap. 0 iTmeout MCE PedCtrThruYe! 42 2 32 2 4.4 2 2 4 OFF Clear Ped Auto RSt Start Fish Loc SkipRed-NoCal 40 25 40 25 40 25 40 25 Maxi 30 XsptayTVne 2 Max

3.0 ON Disable Tone OFF Yeicw<3' Rest Red
[1.24] Chart ring) (2 Seq. Phase
II Max 50 5X1 3.0 5X1 3X) 5.0 3.0 Clearance Tel Phases LTlLiT OFF AudloPetfTnie OFF AlowSi^Yei
i SlariRedTm III 'Max 1 1 Clearance Red
STD8 Mode Phese n
1 0 2 1
Maxlnhitxl 7 7 7 Walk
0 5 6 2 D CNAFreeTine OFF Cals 'Startup
25 25 25 23 Clearance Ped 4Ptl OiamorxlMode OFF Dimming TOD Delay Ped 2 0 2 1 1
Gao Rest on Red 1 1 Revert Red
0 6 5 2 1 Seq Free Ring
OFF overPtmpi ST
1 Prolile Feature Phase Conflictina ^iniliai
0 1 2 1 USER Mode 10
Maxinifial
0 5 6 2 0 Tarter Cyc Max
0 MiSeekTrkTm Delay Gm/Ped
0 MxSeekOwel Yelp OrttYd, 18 19 18 19 Reduct Time B4
1 2 1 ALARM CycFkAcm
^ -
Reduct Cars B4
6 5 2 OFF Decide Cbnc EXT PmvlCxtCoor PedOul/OlpPed
■
STcmi AuxSvnlch NextP StarfYel. 12 11 12 11 Reduce To rime 0 2 1 1 OFF LPAltSrs
0 5 6 2 0 'SeojityOtiay Off •InhFYARadSt 8 7 6 6 3 4 2 *SlartuDVehCall By Reduce Gap Uln *StstuoPedCa2l 26 2 2 2 26 2 25 2
n ? 1 1
0 6 S 1.1.4] ncy
ConcuiTo Phase 46 31 46 31 48 31 46 31 DyMaxLim
Phase b 6 6 b 6 6 6 6 UaxSteo Startup King Phases Concurrent 7 fi 1 ? 1
Lz_ LsJ LjJ CjJ nu hd 31 11.1.21 OntionsL L
1 1 0 ; 0 6 5 RED
0 5 6
RED f 2 X X X X X X X X Enable
0 1 2 1 6 ! 0
S 'i 5
: RED ' 1 "3 Recall MIn
0 6 5 *
0 0 8 i 7
newer or 76.12B - 0 0 8 7 ! GREEN 1
4 Recall Max
0 3 2 1 1
RED 2
5 Recall Ped
8 6 5 1 1 [1.1.7 Tinies+ 0 0 1 2 1 0
0 1 2 RED 2
6 X X Recall So/t
ra S m 1 2 1 0
10 3 0 2 1 1
Waik2 0 3 4 RED 2 7 Calls Lock
0 0 0 0 0 0 8 6 5 2" ; 0 1 0 1
0 ' 0 0 Sikear 0 0* 3 4 GREEN 2 8 Entry Flash Auto 0 -T\ 0 1 0 0 ! 11 0 3 1 2 1
GmFlash 0 0 0 0 RED 9 Exit Flash Auto 6' 1 0 0 0 0 ' 0 0 0 6 0 5 6 0 0 0 0 0 0 SfClrMn 1 0 ! 0 0 0 RED 10 X X X X Entry Dual 0 1 0 12 3 0 1 2 1
X X X X X X X X Gap Simul Enable
11 8 0 6 5 2 OFF OFFI Off 1 off" OFF OFF OFF 1 OFF
SIClrNoFish 1 0 1 0 1 0 0 1 RED
Passage Gauranlee RED*"' 1 12
1 [6.2] |Comm o'l ' o'l i 0 0
13 3 2 1 1
«
1 ^
[U. Kons oomm Walk In Rest - r 7 6 5 2 PiM |1 Rate Baud 1 Port Port 1 Channel 1 Service Condllon 6 9600 \ 1 Mode 1 Echo i1 14 3 0 2 1 1
6 9600 2 0 NONE SP1 1 Async 1 Non-Actualed
6 5 2 70
Asyne2 2 Non-Actuated
As^eS
0 1200 3 0 NONE SP2
15 0 3' 1 2 1
0 12O0 A 0 NONE BPS AddlnltCalc
5 6 2 7
0 2 5
n In
/\
1 IHostlPs [6.5] Comcn 0 NONE OFF Async4
16 3 0 1 2 1
A ATMS "sT ~1~ 128 10 Address: IP SPSS synci
7 0 8 5 6 2
€
«yiKX
TS2CVM
255 255 Mask: OFF
[1.1 rammg Vt lAdvancc 230 17 26 172 0 255
o
z
NIME
Tm 1 SO 254 1 128 10 Gateway:

CO
0 0 0 1 S0S1 1 Port#; NONE Optfcom Q 0 AuxUutSII 1 0
on DUE CUE i
1 NONE GPS
0 0 Auxo 1
6 1
ISl
NAME:

File Standard Configuration: 299 ID: SHEPHERD @ MINNEWAWA by: Prepared
by: Checked
Barker T.

Barker T.

By: / Installed Date
Superseded; Date
1/10/2022
V76.12

1.5.45.263 ATMS
Printed: Oita
1/10/22
Pagei
1642
AGENDA ITEM NO. 15.

ID: 293
a)
6; Sts -DM 3- 2 ZlO A
Intersection
Name: MINNEWAWA @ SHEPHERD

CITY OF CLOVIS
"i:
„..j_
tii : K
1643
AGENDA ITEM NO. 15.

Osteriap 1-8 Program Parms S Parmt (1.5,2.1) [1.5.2.B] Preemption Options'!-(SJ'reO] Phases [3.^.2] • set the Dwell Phases Induded 0
Modifier 0
C<]nlBct0
ConlictOlao
Confct Red
Included 0
Modifier 0
ConfictC
Confict Clap
ConlEct Red
Included 0
Modifier 0
ConflictO
ConlDct Clap
ConlRclPed
Included 0
M<x9fier0
ConllictC
Conflict Olap
ConlSct Red
Induded 0
Modifier 0
ConfTictC
ConfBclOlap
ConSd Red
Induded 0
Modifier 0
ConfEct0
ConlBctOlap
ConfBctPed
Induded 0
Modifiers
CorfictS
Conflict Qtap
Conflict Red
Induded 0
Modifiers
Conflicts
ConlSct Olap
ConfBct Red
I i I
I I
Unit Parameters [1.2.1]
Stop Timer Over PreempI
Preempt or Sxt Output
Max SeekTtaclr Time
Max Seeic DweU Time
TSFT
EXT
0 0
Channel Parameters (1.8.3)
Pre Invert Rainputi" OFF
NORMAL Prefl Enalilel Type I Output I Pettem I SMo I Ce*Pr91 flaah I Max/Mln 6m
Ye!
Red
LG OFF
NORMAL
Gm
Yel
Red

ON RAIL
OFF EMER6
EMERG
EltlERG
EMERG
EMERG
ON
ON
ON
ON
TS2
TS2
TS2
TS2
TS2
TSJ
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Tror
MAX
MAX
MAX
MAX
MAX
LG OFF
NORMAL
Gm
Yel
Red
LG OFF
NORMAL
6m
Yel
Red
L6 OFF
NORMAL
Gm
Red
LG OFF
NORMAL
Gm
Yel
Red
LG OFF
NORMAL
Gm
Yel
Red
Preemption limes (3.8.1)
Pre* I DBtav IWflDura i MaxPtes I MinGm I WnWiK I PedOc I Tradi Gm I Min Dwtil Celumn
Dwelt Veh
tTl * I 5
Peds
Owes Veh
Peds
tWyVeh
Peds
OweUVeh
Peds
Dweiveh
Peds
DweiFvih
Peds
Phases p.».2j-Trfl Veh
Pre!
Preemption, Options (3J.3)
Pre* Leek
Input
ON
OFF
OFF
OFF
OFF
OFF
Over-rtde
AuteFtasti
ON
ON
OFF
OFF
OFF
OFF
Ovor-rlde Klgker
PreemoB
OFF
OFF
OFF
OFF
0^
OFF
PreempDoR, Timett [XS.A]
EicterKi Return
OwM Max
ON
OFF
OFF
OFF
OFF
OFF
Phases
exit Phases [3.#.a
Overlaps* |3.ti.S|
ExH Phase
4 ! < !
"2 I « I
4 (
z\ • !
4 I
Pre 1 = RRl
Pre 2 = RR2
Pre 3 = EVA
Pre 4 = EVB
Pre 5 = EVC
Pre6 = EV0
LG OFF
NORMAL
Dwell
Track
Dwell
Preempt Overlaps *
Gm
Yel
Red
IG
LowMorttvfteemptePjXjjNhe^^ PreFlEnb I C*P I iPCk I MoSBP I fflpmp OFF OFF MAX or OFF

OFF OFF MAX OFF OFF

OFF OFF MAX OFF OFF
OLP GENERAL PARAMETERS [1.5.1]
Lock Inhibit'
Conflict Lock ErialMe
Parent PCJearave
Xtra Ind Phases
Inhibilocfclntenial
OFF
OFF
0^
Alwave
Times
Lock PrtertT Ptaeee
0 0 0
0 0 0
0 0 0
0 0 0
0 0
0 0
0 0
0 0
Auvunco iintos
YeiCling
RedClr
TrkYeiChng
TtkRedCif
1 I 2 I 3
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
City of CLOVIS Name: MINNEWAWA@SHEF
Date Printed:
12/2/2019
PREEfidPTION 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 "ft* in Schedules above) c Then enter "number of Menu Item* you want to access {1-TJmes, 2-Phases, 3-Optlons, Times*, 5-Overlops* orfi-Opf/ons-e)
d. Once in an above menu push Escape once to go bade to main preempton menu.

ID: 293
S I 6

Page 3 ends

1644
AGENDA ITEM NO. 15.

CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
GM.ft.MN£L SETTIMGS f-i. i.-i] Chan yetdngs [-1.3.21
Channel 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Phase / Clap # 1 2 3 4 5 6 7 8
Channel Type VEH VEH VEH VEH VEH VEH VEH VEH ■■■; 'M". VEH VEH VEH VEH VEH VEH VEH VEH Channel Flash RED RED RED RED RED RED RED RED Di.r. DRK DRK DRK DRK DRK DRK DRK DRK Flash 1-2 Hertz X X X X

Page 1 ends

CMAHNEL PAPvWJ£TER3 r-!.8.3- Ci !A|v!HELS-i- [ .0.4
CH 17-24 Mapping DEFAULT Channel 1 2 1 3 1 4 1 5 6 7 8 9 10 1 11 1 12 1 13 14 15 16 D-Conn Mapping NONE Plash Red Off Off Off Off Off, Off i Off Off Off Off Off ' Off i 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 CI-CII-ABC 10 Mode USER Inh Red FI in Preempt Off ;Off ;Off Off Off ;Off :Off Off Off Off Off , Off 1 Off ; Off i Off Off lO P.ARAWtLri'ERS ri.3.6] 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 BID Mapping
Invert Rail Inputs:

EVP Ped Confirm OFF
City ofCLOVIS
i/O LOGIC [-1.3.73
Row#
10 Result
I/O Fen
Function
Inv 1/0 Fen
. I
OP
Logic
Function
Inv 1/0 Fen
OP
Logic
Function
Inv I/O Fen
OP
Logic
Timer
Dly Sec
dly; 0
DLY 0
DLY; 0
DLY 0
DLYi 0
DLY 0
dly: 0
DLY 0
DLY; 0
DLY 0
Pec! i^amis (MM>5>4)
Call No Max Err
Act Pres cm
1 0 0 0 0
2 2 0 5 0
3 0 0 0 0
4 4 0 5 0
5 0 0 0 0
6 6 0 5 0
7 0 0 0 0
8 8 0 5 0

Page 4 ends

Date Printed:
12/2/2019
ID: 293
1645
AGENDA ITEM NO. 15.

Veti Par 1-32 [5.1]
Input CaD Swi Dtay Ext Qua No Max Err
Slot 0 Id Act Pres Cnt
Fail
Time
lltU
212U
212L
2I3U
213L
2I4U
3ISU
4I6U
416L
4I7U
417L
4I8U
II9U
3I9L
JJIU
6J2U
6J2L
6J3U
6J3L
6J4U
7JSU
U6U
U6L
8J7U
SHL
SJgU
SJ9U
7J9L
2inu
4niL
6JIIU
SillL
ItlL
2I4L
3tSL
4161.

SJIL
6J4L
7J5L
8J8L
4II0U
4II0L
SJlOU
SJiOL

10.0 10.0

1.4 2.0

2.0 20

1.5 2.0

2.0 20

1.2 0.7
ZO
10 20

1.4 0.1
10 20

2.0 20
10 20
10 20
10 20

2.0 20
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
255
2K
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
Vehicle Opitons 1-32 [5.2]
Del Call Ext Oue Add Red Yal
Init Lock Lock
Pafsmelers* i-3215.31
Del Occupancy
I ^ I
Delay
H
Type SfC
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
DIr I Ty^
Del
«
NBLT From
SB INT
SB FAR
SBRT

SB BIKE
SB From
EBLT From
W6INT
WBFAR
WBRT

WB BIKE
W6 From
NBLT Loops
EBLT Locals
SBLTFronl
N8 INT
NBFAR
NBRT

NB BIKE
NB Front
WBLT Front
EBINT
EBFAR
EBRT
EB Bad(
EB«1 Front
SBLTLoops
WBLT Loops
Not in Use
Not in Use
Not in Use
Not in Use
NollnUse
SB Back
Not in Use
WBBack
Not in Use
NBBack
Not in Use
E8 #2 Front
Not in Use
Not in Use
Not In Use
Not in Use
ID: 299 Name: MINNEWAWA @ SHEPHERD Vol/Occ Period 0 Seconds 15 Minutes 1/10/2022 Page 5
1646
AGENDA ITEM NO. 15.

Altf 1 Times Table 11-1.6.1
Cohimrtf... -> 1
MinGffl
G^i ExI
Max 1
Max 2
YaiW
RedCIr
Walk
Fed Clf
3TT TTT
AIB2TimesTableri.1.8.1
Column#.., ->
Assign 0
MinGm
G^. ExI
Max 1
Max 2
YelCIf
RedCIr
Walk
Fed Or
3 I < I 5 I 6 I 7 I 8
Alt# 3 Times Table [1.1.6.1
Alt# 1 Options Table (1.1,6.21
Column # ->
Assign 0
Lock Calls
Soft Recall
Dual Entry
EnabI SimGap
Guar Passage,
Rest In Waft
Cond Service
Reservice
NorvActi
Red Rest
Max2
112 13 14 15 1 STT
1 X , X
X ' X
Fed Delay
1 X
I •
X*^ X
Columrtf,,, -> 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8
Assign 0
Mintim
Gap, Ext
Max 1
Max 2
Yel CIr
Red CIr
Walk
Fed CIr
.Mrf^ 2 Options Table [1.1.6J!]
H 2 I 3 1 M 5 1 6
Column# •>
Assign 0
Lock Calls
SoFIRec^l
DualEmty
Enabl SimGap
Rest In Walk
CondSe(\riC8
Reserm
Non-Act 1
Red Rest
Max2
Fed Delay
Confllcdno 01
ConHi:an9 02
X . X
Alt# 3 Options Table [1.1.821
Cohsm# ->
Assign 0
Looker
Soft Reed
DualEnrty
Endl SimGap
Gauf Passage
Rest In Walk
Cond Service
Reservice
NorvActl
Red Rest
Max2
Fed D^ay
Conflicting 01
Conflicting 02
TDTT
ir , X X
UA
X X
X : X X X X
AltltAOpSonsTable (1.1,64
Column# ->
Assign 0
Lock Calls
Soft Recall
Dual Entry
Enabl SimGap
Gaur Passage
Rest In Walk
Cond Service
Reservice
NonActl
Red Rest
Max2
-1-1 2 1 3
"x~ X T
4 1 5
X 1(
X : X X X X
PedDelav
Aileniate taoies i2,bj
22 Pat# POpt PTIma DetGrp Call/lnh Dip Off
1|2|3|^|S|6|7|
rime 8ase Parameters {4.6J
Oayflgtil Savings lime OlSAfiLE
Time Base Sync Ref 6
GMT Of^et
Dayliglit Savings Mon Wee k
Spring 3 2
Fall 11 1
ASC CNA1 Max2 Ola
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off
Off"
Off
Off
Off
Off
Off
oif i
Off
Off :
(»
Off
Off
Off
City of CLOVIS
NAME: IVIINNEWAWA @ SHEPHERD
12/2/2019 10: 293 Page 6
DFT
DFT
DFT
DFT
DFT
DFT
DFT
OFT
DFT
DFT
DFT
DFT
DFT
DFDFi
DFT
DFT
OFT
OFT
DFT
DFT
DFT
DFT
DFT
1647
AGENDA ITEM NO. 15.

Annual Schedulfe [4.3) Month Uay of Waeh Uaie I I Day IlLlnlF M A M J A S 0 N D s M T W T F

X X X X X X X X X X X X X X X X X
F M A M J A S 0 N D s M T w T F

X X X X X X X X X X X X
F M A M J A S 0 N 0 s M T w T F

X X X X X X X X X X X X X

F M A M J A'
S 0'
N D s M T w T F.

J F M A M J A S 0 N 0 s M T w T F

J F M A M J J A S
.
0 N b "s M T w T >

J F M A M J J A S
. .
0 N D s M T w T F
J F M A "m j J A S 0 n" D s M T w T F
F M A M J y A S 0 N b s M T w "t" >
J F m" A M J j A S 6 b s M T w T f
F M A M J A s 0 n" 0 s M T w f _F
9 10 11 12 13 U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 X^XiX X:X!X'X.X;X;X X X X X X x:x;x:x X X X X
9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 26 29 30 31 X X X;X X;X;XiX:X X XXX X X X: X X:X:X X:XIX
9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 XiX:XiXiXtX!XiXiX;X:X:X;X!XiX;X,X;XiX:XXXrX;X;XfX:X;X;XiXX 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
S 1 2 3 4 5 6
X XjX:X:X:X;X

J F M A M J J A S O N O
i I I i ! 1 I I ! i I
S M T W T F S 1
10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 31 10 11
10 11
10 11
. I .
10 11
13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 13 13
13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27
14 IS 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
10 11
■ • ' • i
10 11
10 11
14 16 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
29 30 31
29 30 31
29 30 31
29 30 31
29 30 31
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
Plan
1 2
3 1
1 1
1 1
1 1
1 1
To
0 0
0 0
0 0
0 0
0 0
0 0
DAY PLANS [4.4]
Plan 1 Plan 2 Plans Plan 4 Plans Plane iViinLiie aoie I'^.tlj Evt Hour] Mini Ad Evt HourlMlnj Ad Evf Hour] Min jAct Evt KourlMlnlAct Evf Kr 1Min 1Ad Evf Hour Un Act Ad Pat# A1 A2 A3 SI S2 S3 S4 55 S6 S7 SS PI P2 1 1 10 1 10 11 1 10 1 1 1 1 1 1 0 0 0 1 1 0 0
2 5 i301 54 5 130i 10 5 30 10 2 2 0 0 0 2 2 0 0
3 6 30 54 6 30 54 6 130 i10 3
j 1 31 1 3 0 0 0 3 3 0 0
4 9 1 154 4 9 1 154 4 7 54 4 4 4 0 0 0 4 4 0 0
5 14 45 54 14 45 54 14 145154 5 5 i 1 5 0 0 0 5 5 0 0
6 191 154 6 19 I 154 6 19 54 6 6 6 0 0 0 6 6 0 0
7 23 10 7 23 10 22: 110 7 I 1 7 i i 7 0 0 0 7 7 0 0
8 i 1 8 1 i 6 8 8 6 0 0 0 8 8 0 0
Plan? Plane Plan 9 Plan 10 Plan 11 Plan 12 9 9 0 0
Evf HoufiMnj Act Evt HomiMinlAcl Evf Hour] Mn | Act Evt Hour I Mn 1 Ad Evf Mr 1Min j Act Evf Hour Mm Ad 10 10 0 0 1 1 i i 1 1 1 1 1 ! 1 0 0 0 11 0 0 0
? i 1 2 2 : j 2 2 2 0 0 0 12 0 0 0
3 3
1 3 3 i 1 3 1 1 3 0 0 0 13 0 0 0
4 1 1 4 4 1 i 4 4 4 0 0 0 14 0 0 0
5 5
1 s 5 5 1 1 5 S 0 0 0 IS 0 0 0
fi 8 6 i , 6 8 6 0 0 0 16 0 0 0
7 7 , 1 7 7 1 i 7 1 i 7 0 0 0 54 254 . 0 0
8 1 ; 8 8 ; ] 8 6 8 0 0 0 55 255 0 0
Comments:
w
§
d
"o
d
Name: MINNEWAWA @ SHEPHERD ID: 293 12/2^019 Page 7
1648
AGENDA ITEM NO. 15.

Alarm
Powerllp Alarm.

Slop Timing
Cabinet Door A^aSon
Cognation Palure
External Alann#1
Exiemal Alarm # 2
External Alaim#3
Exiernal Alarm #4
Closed Loop OisaKed
External Alarm #5
External Alarm #6
Manual Control Biable
Coord Free Input
Local Flash Input
CMU/MMU Flash Input
MMU Fault
Cycle Fault
Ev Air
X ! X
X X
X , X
X X
X i X
X I X
Call Fhasesn.'I.S]
0 Phases Called Bv 0
Redirect PhaseaP.lS] FromI To iFromI To iFroml To iFronjlj^ Inhibit Phases[1.i 1 I 2 I I 4 I 5 I 6 I 7 I 8 I 9 110 Ml 112 113 I 14 MS M? Cycle Failure X I X Alt Call & Redirect/Mjl.l.U)
FromI To From! To FromI To Alt Inhibit Phases 111 [1.1.6.3] Coordination Fault X X Col 0 IPhases Called By 0 From! To 1 I 2 I 3 4 I 5 I 6 I 7 I 8 I 9 Mo Ml 112 M3 M4 Ms Me Controller Fault X i X
Detector SDLC Fault
MMU SDLC Fault
Critical SDLC Fault
SDLC Res. Frame Fault
EERROM CRC Fault
Detector Diagnostic Fault
Detector Fault from SDLC
Queue detector alarm Alt Call & Redirect« 2 [1.1.6-31 Alt InhibitPha8e6fr2[1.1.6.3] Ped Fault Col 0 Phases Called By 0 FromI To Fromj To Fromj To Fromj To 1 I 2 I 3 I 4 I S I 6 I 7 I 8 I 9 jlO Ml I12 |13 14 I IS I 16 Coord Diagnostic Fault X I X
Download Request X I X
Pattern Charrge
Preemp111nput X I X
Preempt 2 Input
Preempt 3 Input X I X
Preempt 4 Input X I X
Preempt 5 Input X I X
I .

Preempt 6 Input X i X Alarm Parameters (1.6./.-lj
Preempt 7 Input
Preempt 8 tnpui
Preempts input
Preempt 10 Input
EEFItOM Compare FauU
Preempt Events Enable:

Loc Pattern Event Enable:

Reassign User Alarm ^1 In (5):

Reassign User Alarm #2 In (6):

Coordination Failure X i X
Local Txmt Alarms:

Mon/Ktasn Alarm Delay:

ON
ON
0 0
OFF
15 Controller Access X ! X
ROChang^Stetj^ X; X
ID: 293
CityofCLOVIS
Name: WIINNEWAWA @ SHEPHERD
Date Printed
1212/2019

Page 8 ends

1649
AGENDA ITEM NO. 15.

I/O Inputs ■ 1.8.9.1.5 I/O OUTPL' -1.8.9.2.5
C-1PIN
1/0
Source FuncUon Input Name C-l PIN 1/0 Source Function Output Name C-l PIN I/O Source Function Output Name 39 'I-i 2 VehDet2 1 Logic Grd 63 18 RedChlS40 16 Veh Del 16 2 '-■1-1 14 RedCh14 84 OT.-: 66 Gm Chan 1841 8 V^Del6 3 1•i 62 Gm Chan 14 85 0"-. 12 RedCh 12 42 II-: 22 Vd>Det22 4 4 RedCh4 86 05-'. 36 Yel Chan 1243 11 -r, 3 Veh Del 3 5 28 YelChan4 87 60 GrnChan12 44 :i 17 Veh Del 17 6 : i-; 52 Gm Ch^ 4 88 C'l;-- 11 RedCh 11 45 II-- 9 Veh Del 9 7 3 RedCh3 89 35 Yel Chan 1146 23 Veh Del 23 8 27 Chan 3 90 59 Gm Chan 1147 :2-: 6 Veh Del 6 9 51 GmChan3 91 17 FetdCh1746 20 Veh Del 20 10 13 RedCh13 92 LoglcGrd49 12 Veh Del 12 11 61 Gm Chan 13 93 65 Gm Chan 17 50 26 Veh Del 26 12 2 RedCh2 94 10 RedCh 10
51 198 Pre 11n 13 26 YelChan2 95 34 Yel Chan 10
52 199 Pre 2 In 14 Logic Grd 96 56 Gm Chan 1053 169 Unused 15 50 Gm Chan 2 97 9 RedCh 9 54 ': •; 189 Unused 16 1 Red Chi 98 33 Yel Chan 9
55 IS Veh Del 15 17 25 YelChanI 99 57 6mChan9
56 1 Veh Dell 16 49 Gm Chan 1 I/O Outputs-1.8.9.2.557 21 Veh Del 21 19 16 RedCh 16 C-n OUTPUTS56 ?. 7 Veh Del 7 20 64 Gm Chan 16 08-1 115 Not Used 59 27 Veh Del 27 21 6 Red Che 2 08-2 115 Not Used60 13 Veh Del 13 22 32 YelChanS 3 08-3 115 Not Used61 28 Veh Del 28 23 56 Gm Chan 8 4 08-4 115 Not Used 62 1.^ 14 Veh Del14 24 7 RedCh7 I/O Inputs-1.5.9.-1.5
63 !■- 4 VehDet4 25 31 YelChai? C-11 INPUTS64 16 Veh Del 18 26 55 Gm Chan 7 15 17-1 33 Veh Del 3365 10 Veh Del 10 27 15 RedChlS 16 17-2 34 Veh Del 3466 24 Veh Del 24 28 63 Gm Chan 15 17 17-3 35 Veh Del 3567 130 Ped C^l 2 29 6 RedCh6 18 17-4 36 Veh Del 3666 i;-- 134 Ped Call 6 30 30 Yel Chan 6 19 17-5 37 Veh Del 3769 12-3 132 Ped Call 4 31 O-'-j 54 GmChan6 20 17-6 38 Veh Del 3870 i2--i 136 Ped Call 8 32 5 RedChS 21 17-7 39 Veh Del 39 71 12-3 200 Pre 3 In 33 0-1-7 29 Yel Chan 5 22 17-8 40 Veh Del 40 72 1,'-: 201 Pre 4 In 34 53 Gm Chan 5 23 18-1 41 VdiDel41 73 r. • 202 PreSIn 35 37 Y^ Chan 13 24 18-2 42 Veh Del 42 74 - 203 Pre 6 In 36 39 Y^ Chan 15 25 18-3 43 VehDd43
75 12-! 189 Unused 37 36 Yel Chan 14 26 18-4 44 Veh Del 44 76 I:-: 5 VdiDelS 38 ' 40 Yd Chan 16 27 18-5 189 Unused77 ['=•: 19 Veh Del 19 100 42 Yel Chan 18 28 18-6 189 Unused 76 11 Veh Del 11 101 41 Yel Chan 17 29 18-7 189 Unused
79 25 Veh Del 25 102 oj-r 115 Not Used 30 18-8 189 Unused 80 178 Inl Advan(» 103 03-7 114 Watchdog
81 1=-- 208 Local Flash82 207 Comp SIopTm
City ofCLOVIS
ID: 293
NAME: MiNNEWAWA@ SHEPHERD Date Printed: 12/2/2019 Page 9 1650 AGENDA ITEM NO. 15.

C0293 NUMBER: ID
SHEPHERD and MINNEWAWA LOCATION:

CITVOFCLOVIS
CABINET 332L
SETUP DETECTOR •<4

ISOLATORS

ASSIGNMENTS DETECTOR

NBLT NEAR WB WBRT WBINT EBLT SBNEAR SBRT SB INT NBLT
EastLes Lett Weit
n 16 IS M U O 11 .1 .
113 112 III 110 19 IS
Pb4 Ph4 Pb3 Pb4 Pb2 Ph2 Pb2 1 Pb
FlwVSII PbS Pb2 Pb2 Pb2;4 Pbl
Ext 4 Call Can4Ext CaII4Ext CaiJ4TP3 CaII4Ext 4 Em Call Call&Exl PFDCALL PRDCALl. Ext 4 Call Ext Ext 4 Call TP3 4 Call SENSE X T4-04 6 4 T4-5 42 T4.1 10 4 T2-9 6 T2-54 2 4 T2-1
T8-4 TS-I 6 4 TlO-5 10 4 T6-9 6 T6-S4 2 T6-I4 to T8-7
a. CI-60 CM9 CI-6S Ci-41 CI-S8 CM7 CI-S6 Cl-39 01-63
CI-81 CI-68 Cl-SO Cl-67 Cll-23
s 10 DET 8 DET 7 DET DET6 4 DET 2 DET 1 DET
29 DET DET4I 13 DET 12 DET
tXJCK RED
CTD
LOCK RED 20 OueiK
tllOSfr
ai> C35- looser 4 2nd c§> FRONT FRONT FRONT
LooD 3nl FRONT
PbS Pb4 Pb4 Pb3 Pb4 Pb2 Pb2 Pb2 Pbl
STOP PbS Pb4 Pb4 Ph2/4
CaB4TP3 Exi 4 Call CiU4Ext Caa4Exl Can4TP3 CaII4Exi Call4Exl CaflAExl PEDCAU. PFDCAI.L Ext 4 Can Ext C8U4EXI
T8-$ TB-2 B 4 TIO-7 12 T6-li4 8 4 T6-7 4 4 16-3 12 4 T4-II 8 4 T4-7 4 4 T4-3 T2.II4I2 8 4 T2-7 T2-344 s T8-8
C11-24 CI-62 CII-18 CI-78 CMS ClI-17 CII-16 Ct-76 01-43 ClI-IS CI-69 CI-70 CI-S3
s 14 DET 36 DET M DET 0ET9 £«T35 34 DET 5 DET 3 DET 33 DET 30 DET OBT42 LOCK RHD LOCK RED .HI Oiiciie Hf-nintT; LOCK RED
2od4 6.0S C2O Coo) C"5
Loop 3(d BACK BACK

EBLT NEAR WB DIKE WB WBFAR SBNEAR SB BIKE FAR SB
Lett Soulb Lea Norib
SBLT £B .NEAR EBRT EE INT NBNEAR WBLT NBHT INT NB SBLT

UPS WB SB
J9 -IB J7 J6 JS J4 J3 J2 Jl J
314 JI3 JI2 Jll JIO
PbiA PbS PbS PbS Pb7 PbS Pb6 Pb6 PbS Pb6
LOW PR447 PH245 1 Pb6
Ext Ext 4 Call CaU4T?3 CaU4Ext Exi 4 Call Call4Exl CaU4TP3 Ca04E)U Exi CallAExl Exi 4 Call t evB
10 4 T7-9 T7.S46 2 T7-14 10 4 T$-9 TS-S46 2 4 T5-I 10 4 T3-9 6 T3.S4 T3-IA2 T9.I 410 TIO-9 RAILROAD Preenpl Prrcnpl [
CI-57 01-42 CMS CI-40 Cl-64 CI-JS u
1 T9-5 T9-4 1 CI-S4 CII-2S CI-66 CI-SO C1-S9
DET
(U
DET43 27 DET 26 DET 24 DET 22 DET 21 DET 20 DET IB DET 16 DET IS DET3I CI-71 1 19-10 -72 CI

LOCK RED
CT^

1.0CK RED oiJiTijr.'o
di)
lock ri;d ?o niiKiip 1
li 4 2nd IOOS« 0^ 2 C lOOSec
Cl-SI
Loop Sid LANE HI FRONT FRONT FRONT
PbS Pb6/8 PbS Pb7 PbS PbS Pb7 Pb6 PbS Ph6 Pb6
1 PII64 l| Pils
Ext 4 Call Ext Ext 4 Call CaU4TP3 TP3 4 Call Exi 4 Ext Call 4 Call CaU4TP3 Cal]4Exl Cai14Ext CfUAEn RAILROAD EVD EVC f
X T9-2 12 4 TlO-li T7.II4I2 44 T7-748 T7.3 12 4 TS-ll 8 4 TS.7 4 4 T5-3 T3-I1412 TJ.J44 T3-748 2 Preempt Preenpl E 19-7 CI-7S CII-26 CI-61 Cll-22 CI-46 CI.79 CII-2I CII-20 CI-77 CI-44 Cll-19 79-11 T9-8 2 -73 Cl 32 DET 44 DET 28 DET 40 DET 2$ DET 23 DET 39 DET 38 DET 19 DET 17 DET 37 DET Cl-$2 CI-74

LOCK RED
ciiS
'0 It: nun nilFIIR20 RUDLtX'K (lHl-niE2{) REDI.CX'K
4 2nd C20') dS) CTn^t
l-S Loop 3rd LANE H2 BACK BACK
EB NB 1 EBNEAR WBLT NEAR EB FAR EE NBNEAR LANE BIKE NBFAR removed. 'CALL* zone. detection [he over crossing Avenue Serena exiling iraflic northbound to due only Extend • INT) (NB DET116 Project. Improvement Street Minnewawa I8-0S CEP by added Just - LANE) BIKE 1I9(NB DET Ampliner Loop 222
(764 Discrimlnuor
Isolator 242
1651
AGENDA ITEM NO. 15.

Transportation Impact Analysis Oe Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

APPENDIX D

VOLUME DEVELOPMENT WORKSHEETS
P:\20231181 De Young Annexatlon\Report\Oe Young Annexation Project TIA.docx (10/09/24) 1652 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
NET
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\Volutnes_De Young.xlsx\2024 TM (8/12/2024) 1653
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 Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1654
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\VGlumes_De Young.xlsx\2024 TM (8/12/2024) 1655
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
Minnewawa Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
EBU
North Leg
Approach
Departure
Total
65 240
19 175
207
3 4
155
67 25
220
253
0 385
497
882
20 0
0 0
0 1
4 7
58 0
2 0
21 1
4 5
85 240
19 175
207
4 8
162
125
25 222
253
21 386
501
887
61 259
30 187
168
2 2
192
43 15
225
179
0 357
440
797
66 0
0 0
0 5
3 5
39 0
8 0
14 5
3 8
127
259
30 187
168
7 5
197
82 15
233
179
14 362
443
805
South Leg
Approach
Departure
Total
324
299
623
20 58
78 344
357
701
350
226
576
66 39
105
416
265
681
East Leg
Approach
Departure
Total
498
349
847
500
356
856
419
409
828
8 5
13 427
414
841
West Leg
Approach
Departure
Total
226
288
514
90 44
134
316
332
648
237
288
525
61 93
154
298
381
679
Total Approaches
Approach
Departure
Total
1,433
1,433
2,866
113
113
226
1,546
1,546
3,092
1,363
1,363
2,726
140
140
280
1,503
1,503
3,006
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1656
AGENDA ITEM NO. 15.

ISA
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:\202311S1 Oe Young Annexation\Voiumes_De young.xlsx\2D24 TM (8/12/2024) 1657
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
Minnewawa Avenue/Shepherd Avenue
Project
Trips
Existing
Plus
Project
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) 1658
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
Peach Avenue/Project Driveway 1
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\VoIumes_De Young.xlsx\2024 TM (8/12/2024) 1659
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
8 Project Driveway 2/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
0 0
0 0
0 0
0 226
0 0
288
0 0
0 21
0 0
0 0
17 5
0 23
0 0
0 21
0 0
0 0
243
5 0
311
0 0
0 0
0 0
0 0
237
0 0
288
0 0
0 14
0 0
0 0
55 16
0 22
0 0
0 14
0 0
0 0
292
16 0
310
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
21 5
26 21
5 26
14 16
30 14
16 30
East Leg
Approach
Departure
Total
288
226
514
23 38
61 311
264
575
288
237
525
22 69
91 310
306
616
West Leg
Approach
Departure
Total
226
288
514
22 23
45 248
311
559
237
288
525
71 22
93 308
310
618
Total Approaches
Approach
Departure
Total
514
514
1,028
66 66
132
580
580
1,160
525
525
1,050
107
107
214
632
632
1,264
P:\20231181 De Young Annexation\Volumes_Oe young.xlsx\2024 TM (8/12/2024) 1660
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 Oe Young Annexation\Volumes_De Young.xlsx\2024 TM (8/12/2024) 1661
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 ICQ 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) 1662
AGENDA ITEM NO. 15.

LSA
Table D-2- Near-Term Peak Hour Volume Summary
AM Peak Hour
Near-Term
Without
Project
Project
Trips
Near-Term
Plus
Project
1 Willow Avenue/Behymer Avenue
NBL 148 0
NBT 723 0
NBR 65 20
SBL 77 2
SBT 634 0
SBR 54 0
EBL 80 0
EBT 141 1
EBR 216 0
WBL 77 58
WBT 152 4
WBR 150 7
148
723
85 79
634
54 80
142
216
135
156
157
North Leg
Approach
Departure
Total
765
953
1,718
767
960
1,727
South Leg
Approach
Departure
Total
936
927
1,863
20 58
78 956
985
1,941
East Leg
Approach
Departure
Total
379
283
662
69 23
92 448
306
754
West Leg
Approach
Departure
Total
437
354
791
438
358
796
Total Approaches
Approach
Departure
Total
2,517
2,517
5,034
92 92
184
2,609
2,609
5,218
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1663
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
AM Peak Hour
Project
Trips
Willow Avenue/Perrin Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
118
753
79 23
822
129
188
70 190
104
93 30
0 13
0 0
39 19
7 0
0 0
0 0
118
766
79 23
861
148
195
70 190
104
93 30
North Leg
Approach
Departure
Total
974
971
1,945
58 20
78 1,032
991
2,023
South Leg
Approach
Departure
Total
950
1,116
2,066
13 39
52 963
1,155
2,118
East Leg
Approach
Departure
Total
227
172
399
227
172
399
West Leg
Approach
Departure
Total
448
340
788
7 19
26 455
359
814
Total Approaches
Approach
Departure
Total
2,599
2,599
5,198
78 78
156
2,677
2,677
5,354
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1664
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/Behymer Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
30 30
15 I
23 0
0 239
23 II
368
1 48
0 0
0 0
0 0
22 2
2 21
0 78
30 15
1 23
0 0
261
25 13
389
1 North Leg
Approach
Departure
Total
24 31
55 24
31 55
South Leg
Approach
Departure
Total
75 57
132
48 4
52 123
61 184
East Leg
Approach
Departure
Total
380
255
635
23 22
45 403
277
680
West Leg
Approach
Departure
Total
262
398
660
24 69
93 286
467
753
Total Approaches
Approach
Departure
Total
741
741
1,482
95 95
190
836
836
1,672
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1665
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
Minnewawa Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
EBU
North Leg
Approach
Departure
Total
88 272
19 175
235
3 4
172
81 25
232
253
413
529
942
20 0
0 0
0 1
4 7
58 0
2 0
21 1
4 5
108
272
19 175
235
4 8
179
139
25 234
253
21 414
533
947
South Leg
Approach
Departure
Total
379
341
720
20 58
78 399
399
798
East Leg
Approach
Departure
Total
510
366
876
512
373
885
West Leg
Approach
Departure
Total
257
323
580
90 44
134
347
367
714
Total Approaches
Approach
Departure
Total
1,559
1,559
3,118
113
113
226
1,672
1,672
3,344
P:\20231181 De Young Annexation\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1666
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/Perrin Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
61 338
14 2
428
32 34
69 67
7 74
2 0
20 0
0 58
0 0
0 0
0 0
0 61
416
14 2
486
32 34
69 67
7 74
2 North Leg
Approach
Departure
Total
462
432
894
58 20
78 520
452
972
South Leg
Approach
Departure
Total
471
502
973
20 58
78 491
560
1,051
East Leg
Approach
Departure
Total
83 85
168
83 85
168
West Leg
Approach
Departure
Total
170
167
337
170
167
337
Total Approaches
Approach
Departure
Total
1,186
1,186
2,372
78 78
156
1,264
1,264
2,528
P:\20231181 Oe Young Annex3tion\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1667
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
6 MInnewawa Avenue/Shepherd Avenue
NBL 199 0 199
NBT 307 10 317
NBR 34 0 34
SBL 174 30 204
SBT 475 28 503
SBR 143 0 143
EBL 103 0 103
EBT 374 0 374
EBR 232 0 232
WBL 32 0 32
WBT 308 0 308
WBR 191 11 202
North Leg
Approach 792 58 850
Departure 601 21 822
Total 1,393 79 1,472
South Leg
Approach 540 10 550
Departure 739 28 767
Total 1,279 38 1,317
East Leg
Approach 531 11 542
Departure 582 30 612
Total 1,113 41 1,154
West Leg
Approach 709 0 709
Departure 650 0 650
Total 1,359 0 1,359
Total Approaches
Approach 2,572 79 2,651
Departure 2,572 79 2,651
Total 5,144 158 5,302
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1668
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 De Young Annexation\Volumes_De Young.xlsx\NearTerm TM (8/12/2024) 1669
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
8 Project Driveway 2/Behymer Avenue
NBL 0 0 0
NBT 0 0 0
NBR 0 21 21
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 257 17 274
EBR 0 5 5
WBL 0 0 0
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 21 21
Departure 0 5 5
Total 0 26 26
East Leg
Approach 323 23 346
Departure 257 38 295
Total 580 61 641
West Leg
Approach 257 22 279
Departure 323 23 346
Total 580 45 625
Total Approaches
Approach 580 66 646
Departure 580 66 646
Total 1,160 132 1,292
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1670
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
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 580 111 691
Departure 580 111 691
Total 1,160 222 1,382
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1671
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
AM Peak Hour
Project
Trips
10 Project Driveway 4/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 41
0 0
0 0
48 7
0 45
0 0
0 41
0 0
0 0
305
7 0
368
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
41 7
48 41
7 48
East Leg
Approach
Departure
Total
323
257
580
45 89
134
368
346
714
West Leg
Approach
Departure
Total
257
323
580
55 45
100
312
368
680
Total Approaches
Approach
Departure
Total
580
580
1,160
141
141
282
721
721
1,442
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1672
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
Willow Avenue/Behymer Avenue
Near-Term
Plus
Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
174
768
112
114
599
40 21
125
179
111
157
137
0 0
66 8
0 0
0 5
0 39
3 5
174
768
178
122
599
40 21
130
179
150
160
142
North Leg
Approach
Departure
Total
753
926
1,679
8 5
13 761
931
1,692
South Leg
Approach
Departure
Total
1,054
889
1,943
66 39
105
1,120
928
2,048
East Leg
Approach
Departure
Total
405
351
756
47 79
126
452
430
882
West Leg
Approach
Departure
Total
325
371
696
330
374
704
Total Approaches
Approach
Departure
Total
2,537
2,537
5,074
126
126
252
2,663
2,663
5,326
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1673
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) 1674
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
Peach Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
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
825
22 71
93 359
359
718
West Leg
Approach
Departure
Total
310
358
888
79 47
128
389
403
792
Total Approaches
Approach
Departure
Total
779
779
1,558
134
134
288
913
913
1,828
P:\20231181 De Young Annexat!on\Voluines_Oe Young.xlsx\Near Term TM (8/12/2024) 1675
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
4 Minnewawa Avenue/Behymer Avenue
NBL 84 66 150
NBT 300 0 300
NBR 30 0 30
SBL 187 0 187
SBT 213 0 213
SBR 2 5 7
EBL 2 3 5
EBT 212 5 217
EBR 72 39 111
WBL 15 0 15
WBT 247 8 255
WBR 179 0 179
EBU 14 14
North Leg
Approach 402 5 407
Departure 481 3 484
Total 883 8 891
South Leg
Approach 414 66 480
Departure 300 39 339
Total 714 105 819
East Leg
Approach 441 8 449
Departure 429 5 434
Total 870 13 883
West Leg
Approach 286 61 347
Departure 333 93 426
Total 619 154 773
Total Approaches
Approach 1,543 140 1,683
Departure 1,543 140 1,683
Total 3,086 280 3,366
P:\20231181 De Young Annexation\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1676
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/Perrin 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
414
502
916
39 66
105
453
568
1,021
South Leg
Approach
Departure
Total
558
481
1,039
66 39
105
624
520
1,144
East Leg
Approach
Departure
Total
112
104
216
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\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1677
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
Near-Term
Plus
Project
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
South Leg
Approach
Departure
Total
East Leg
Approach
Departure
Total
West Leg
Approach
Departure
Total
Total Approaches
Approach
Departure
Total
725
921
1,646
859
704
1,563
539
554
1,093
789
733
1,522
2,912
2,912
5,824
39 66
105
31 19
50 35
20 55
105
105
210
764
987
1,751
890
723
1,613
574
574
1,148
789
733
1,522
3,017
3,017
6,034
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1678
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
7 Peach Avenue/Project Driveway 1
NBL 0 0 0
NBT 91 0 91
NBR 0 0 0
SBL 0 16 16
SBT 97 0 97
SBR 0 0 0
EBL 0 0 0
EBT 0 0 0
EBR 0 0 0
WBL 0 0 0
WBT 0 0 0
WBR 0 33 33
North Leg
Approach 97 16 113
Departure 91 33 124
Total 188 49 237
South Leg
Approach 91 0 91
Departure 97 0 97
Total 188 0 188
East Leg
Approach 0 33 33
Departure 0 16 16
Total 0 49 49
West Leg
Approach 0 0 0
Departure 0 0 0
Total 0 0 0
Total Approaches
Approach 188 49 237
Departure 188 49 237
Total 376 98 474
P:\20231181 De Young Annexation\Volumes_De Young.xlsx\Near Term TM (8/12/2024) 1679
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
8 Project Driveway 2/Behymer Avenue
NBL 0 0 0
NBT 0 0 0
NBR 0 14 14
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 286 55 341
EBR 0 16 16
WBL 0 0 0
WBT 333 22 355
WBR 0 0 0
North Leg
Approach 0 0 0
Departure 0 0 0
Total 0 0 0
South Leg
Approach 0 14 14
Departure 0 16 16
Total 0 30 30
East Leg
Approach 333 22 355
Departure 286 69 355
Total 619 91 710
West Leg
Approach 286 71 357
Departure 333 22 355
Total 619 93 712
Total Approaches
Approach 619 107 726
Departure 619 107 726
Total 1,238 214 1,452
P:\20231181 De Young Annexation\VoIumes_De Young.xlsx\NearTerm TM (8/12/2024) 1680
AGENDA ITEM NO. 15.

LSA
Table D-2 - Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
Near-Term
Plus
Project
9 Project Driveway 3/Behymer Avenue
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\NearTerm TM (8/12/2024) 1681
AGENDA ITEM NO. 15.

LSA
Table D-2- Near-Term Peak Hour Volume Summary
Near-Term
Without
Project
PM Peak Hour
Project
Trips
10 Project Driveway 4/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 28
0 0
0 0
33 24
0 93
0 0
0 28
0 0
0 0
319
24 0
426
0 North Leg
Approach
Departure
Total
South Leg
Approach
Departure
Total
28 24
52 28
24 52
East Leg
Approach
Departure
Total
333
286
619
93 61
154
426
347
773
West Leg
Approach
Departure
Total
286
333
619
57 93
150
343
426
769
Total Approaches
Approach
Departure
Total
619
619
1,238
178
178
356
797
797
1,594
P:\20231181 De Young Annex3tion\Volumes_De young.xlsx\Near Term TM (8/12/2024) 1682
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) Project
Without Project Trips
Cumulative
(2046)
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
2,969
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 Young Annexation\Vclunnes_Oe Young.xlsx\2046 TM (8/12/2024) 1683
AGENDA ITEM NO. 15.

LSA
Table D-3 - Cumulative (2046) Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
Without Project Trips Plus Project Without Project Trips Plus Project 2 Willow Avenue/Perrin Avenue
NBL 160 0 160 273 0 273
NBT 861 0 861 1,373 0 1,373
NBR 134 0 134 280 0 280
SBL 45 0 45 120 0 120
SBT 1,252 0 1,252 908 0 908
SBR 449 0 449 401 0 401
EBL 278 0 278 449 0 449
EBT 119 7 126 233 22 255
EBR 209 0 209 333 0 333
WBL 197 0 197 246 0 246
WBT 181 19 200 197 13 210
WBR 76 0 76 107 0 107
North Leg
Approach 1,746 0 1,746 1,429 0 1,429
Departure 1,215 0 1,215 1,929 0 1,929
Total 2,961 0 2,961 3,358 0 3,358
South Leg
Approach 1,155 0 1,155 1,926 0 1,926
Departure 1,658 0 1,658 1,487 0 1,487
Total 2,813 0 2,813 3,413 0 3,413
East Leg
Approach 454 19 473 550 13 563
Departure 298 7 305 633 22 655
Total 752 26 778 1,183 35 1,218
West Leg
Approach 606 7 613 1,015 22 1,037
Departure 790 19 809 871 13 884
Total 1,396 26 1,422 1,886 35 1,921
Total Approaches
Approach 3,961 26 3,987 4,920 35 4,955
Departure 3,961 26 3,987 4,920 35 4,955
Total 7,922 52 7,974 9,840 70 9,910
P;\20231181 De Young Annexation\Volumes_De Young.xlsx\2046 TM (8/12/2024) 1684
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 Annexation\Volumes_De Young.xlsx\2046 TM (8/12/2024) 1685
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 Cumulative
(2046) Project (2046)
Without Project Trips Plus Project
Minnewawa Avenue/Behymer Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
EBU
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\Volumes_De Young.xlsx\2046 TM (8/12/2024) 1686
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
Minnewawa Avenue/Perrin Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
S6
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\Volumes_Oe young.xlsx\2046 TM (8/12/2024) 1687
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
6 Minnewawa Avenue/Shepherd Avenue
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
260
387
51 297
966
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 AnnexationWolumes.De Youngj(lsx\2046 TM (8/12/2024) 1688
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 Cumulative
(2046) Project (2046)
Without Project Trips 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\Volumes_Oe Ycung.xlsx\2046 TM (8/12/2024) 1689
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 Oe Young Annex3tion\Volumes_0e Young.xlsx\2046 TM (8/12/2024) 1690
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
(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
96 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 AnnexationWolumes.De Young.xlsx\2046 TM (8/12/2024) 1691
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
(2048)
Without Project
Project
Trips
Cumulative
(2048)
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
3S0
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\Volume5_De Young.xlsx\2046 TM (8/12/2024) 1692
AGENDA ITEM NO. 15.

Transportation Impact Analysis De Young Properties Peach and Behymer Project October 2024 Ciovis, California LSA

APPENDIX E

LEVEL OF SERVICE WORKSHEETS
P:\20231181 Oe Young Annexation\Report\De Young Annexation Project TIA.docx (10/09/24) 1693 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 V
t^irement EBL, itiiBffiiSlIt * "IBT WBH NBL NBT NBR SBL SBT . .8|| Lane Configurations + f r f
Traffic Volume (veh/h) 84 222 267 547 289 330 193 784 265 148 913 57 Future Voiume {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(Aj)bT) 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/in 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{$),veh/h/in 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 Ratio(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 Deiay(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
Approach Delay, s/veh
Approach LOS
591

50.3 D
1202
388.1
F
1280

34.3 C
1153

34.6 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 (9_c+l1), 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 Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS
137.3
F
ISA
08/09/2024
Synchro 12 Report

Page 1 ends

1694
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
Movement
>
EBL
> <
"WBT
<
WBR
t A
V
SBL
i

EBT EBR WBL NBL NBT NBR SBT SBR
Lane Configurations f f f V\ f 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-Bike Adj{Aj3bT) 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 Ratio(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), veh/h 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 Fllter(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
Phs Duration (G+Y+Rc), s 13.2 43.8 24.3 18.7 11.1 46.0 19.1 23.9 Change Period (Y+Rc), s 5.3 5.7 5.3 5.7 5.3 5.7 5.3 5.7 Max Green Setting (Gmax), s 8.0 39.0 26.7 19.3 9.7 37.3 22.0 24.0 Max Q Clear Time (g_c+l1), s 6.6 27.8 17.6 11.5 4.5 14.6 12.9 14.8 Green Ext Time (p_c), s 0.0 10.3 1.4 1.5 0.0 14.0 0.9 2.0 Intersection Summary ,
HCM 7th Control Delay, s/veh
HCM 7th LOS

34.4 0
ISA
10/09/2024
Synchro 12 Report

Page 1 ends

1695
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
intersection
Int Delay, s/veh 73.2
Lane Configurations 4* 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 Slop 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 0 336 65 42 1045 8 67 61 38 39 51 1
Major/Minor Ma|or1 Major2 Minorl Minor2
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 - --48 112 682 42 107 279
Mov Cap-2 Maneuver - - - - - -
-48 112 -
42 107 -
Stage 1
- - - - - -
655 625 -227 256 - A
Stage 2 - - - - - -
176 255 -
560 604 -
|\pproach
HCM Control Delay, s/v

HCM LOS
Minor Lane/Major Mvmt NBLnl
$366.02
F
EBR WBL WBT WBRSBLnl
- 0.036
Capacity (veh/h) 84
HCM Lane V/C Ratio 1.991
HCM Control Delay (s/veh) $ 568.3
HCM Lane LOS F
HCM 95th %tile Q(veh) 14.6
[^otes
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

Page 3 ends

1696
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
ntersection
Intersection Delay, s/veh 480.6
Intersection LOS F
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
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 F
Vol Left, % 33% 3% 7% 31%
Vol Thru, % 60% 57% 60% 67%
Vol Right, % 7% 40% 33% 3%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 529 387 854 817
LTVol 177 12 63 250 ',1^
Through Vol 317 222 512 544
RTVol 35 153 279 23
Lane Flow Rate 545 399 880 842
Geometry Grp 1 1 1 1
Degree of Util (X) 1.466 1.044 2.307 2,268
Departure Headway (Hd) 19.313 21.735 14.634 15.645
Convergence, Y/N Yes Yes Yes Yes
Cap 196 172 255 244
Service Time 17.313 19.735 12.634 13,645
HCM Lane V/C Ratio 2.781 2.32 3.451 3.451
HCM Control Delay, s/veh 281.2 136.2 630.6 616
HCM Lane LOS F F F F
HCM 95th-tile Q 16.9 8.5 44.9 41.2
ISA
08/09/2024
Synchro 12 Report

Page 4 ends

1697
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP AM Peak Hour
intersection 1
int Delay, s/veh 522
MovemenT '"isrir$rwW lair^SBL ■ 1 11
wJ
Lane Configurations 4^ 4* 4*
Traffic Voi, 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 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 4 104 568 20 3 1046 152 '-as Major/Minor Minor2 Minorl
Conflicting Flow All 1984 1925 1122 1909 1991
Stage 1 1128 1128 -
787 787
Stage 2 855 797 -
1122 1204
Critical Hdwy 7.12 6.52 6.22 7.12 6.52
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
Pot Cap-1 Maneuver -46 -67 251 52 -61
Stage 1 248 279 -
385 403
Stage 2 353 399 -
250 257
Platoon blocked, %
Mov Cap-1 Maneuver -33 -48 251 -18 -44
Mov Cap-2 Maneuver -33 -48 -
-18 -44
Stage 1 246 276 -
282 295
Stage 2 120 292 -
58 254
Majorl Maior2
578 1198

6.22 4.13
0 0 588 0 0

4.13 3.318
515

2.227
579
- 2.227
- 982
982
Approach
HCM Control Deiay$^494.76

HCM LOS F
Minor Lane/Major Mvmt
$ 1976.85
F
NBL NBT NBREBLolWBLnl SBL,
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s/veh)
HCM Lane LOS
HCM 95th%tileQ(veh}
Notes
269

0.18 12.6
B

0.7 - 58 38
- 6.237 4.918
$249431976.9
F F
- 41.5 21.6
5 0.003

8.7 A
0 Mwnjumu.-
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: Ail major volume in platoon LSA
08/09/2024
Synchro 12 Report

Page 5 ends

1698
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 6: Minnewawa Avenue & Shepherd Avenue Cumulative Year np^am Peak Hour >
>
V
t V i V
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations n H t r f r 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, 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
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Ad] 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 1.06 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 1328 1012 759 1613
Approach Delay, s/veh 84.6 78.5 61.8 365.5
Approach LOS F E E F
^mer-Assigned Phs
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 Ext Time (p_c), s 0.0 0.0 0.1 0.0 0.0 1.4 0.1 0.0 HCM 7th Control Delay, s/veh
HCM 7th LOS
175.8
F
LSA
08/09/2024
Synchro 12 Report

Page 6 ends

1699
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP PM Peak Hour
>
> < K.

Movement
A t A
MR
V i V
SBk
Lane Configurations n t f r ttt 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 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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1885 1885 1885 1885 1885 1885 Ad] 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 Ratio(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 %jle 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 1 mi 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 HCM 7th Control Delay, s/veh
HCM 7th LOS
160.1
F
LSA
08/09/2024
Synchro 12 Report

Page 1 ends

1700
AGENDA ITEM NO. 15.

HCM 7th Signalized intersection Summary De Young Properties Peach and Behymer Project 2: Willow Avenue & Perrin Avenue Cumulative Year np_pm Peak Hour >
>
<
A t A
V i V
povernent EBL EBT EBR WBL ^WBT WBR NBL NBT NBR SBL ■ SBT SBR Lane Configurations t f f r 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 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 1900 1900 1900 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 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 %ile 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 1069 579 2027 1504
Approach Delay, s/veh 89.3 61.5 54.2 37.9
Approach LOS F E D D
fimer-Assigned Phs t.: 5a
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+l 1), s 10.0 27.6 28.7 13.7 9.6 30.9 17.5 26.0 Green ExtTime (p_c), s 0.0 9.4 0.0 1.4 0.0 6.1 0.8 0.0
piterseGtion Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

57.5 E
LSA
10/09/2024
Synchro 12 Report

Page 1 ends

1701
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
^bkment 'mr'WT'mmmrmr mc "ser
Lane Configurations
Traffic Voi, veh/h 1 772 83 48 620 36 95 74 54 10 75 1
Future Voi, 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
Major/Minor Majorl Major2 i Minorl Minor2
Conflicting Flow Ail 698 0 0 910 0 0 1669 1668 865 1644 1693 Stage 1
- -
- 868 868 -781 781
Stage 2
- - - 802 800 -
863 912
Critical Hdwy 4.12 - 4.1 - 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 2.218 - 2.2 - 3.5 4 3.3 3.5 4
Pot Cap-1 Maneuver 898 - 757 - -77 97 356 81 94
Stage 1
- -
- 350 373 -391 408
Stage 2 - -
- 381 400 -352 356
Platoon blocked, %
- - -
Mov Cap-1 Maneuver 898 - 757 - -3 86 356 -6 83
Mov Cap-2 Maneuver - -
- ~3 86 --6 83
Stage 1
- - - 349 372 -
348 363
Stage 2
- -
- 263 356 -
232 355

6.2 3.3
HCM Control Delay, s/v 0.01

HCM LOS
$ 14749.01
F
$1047.33
F
Approach »-
Minor Lane/Major Mvmt NBLnl iiBL
Capacity (veh/h) 7 2
HCM Lane V/C Ratio 31.633 0.001
HCM Control Delay (s/veh) $ 14749 9
HCM Lane LOS F A
HCM 95th %tileQ(veh) 31.5 0
l^es
121

0.067

10.1 B

0.2 - 33
- 2.755
^1047.3
F
- 10.5
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

Page 3 ends

1702
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 • EBT EBR • WBL WBT WBR NBL • NBT NBR • SBL " SBT rSBI? 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
|\pproach ■ 7 : :;7"sb: ■:

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 445.4 526.3 793.7 347.5

HCM LOS F F F F
NBLnl -EBUtf m\w
Vol Left, % 25% 2% 5% 41%
VolThru,% 68% 73% 64% 57%
Vol Right, % 7% 25% 31% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 921 647 721 546
IT Vol 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
HCM95th-tileQ 44.4 21.5 26.5 15.8
LSA
08/09/2024
Synchro 12 Report

Page 4 ends

1703
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: MinnewawaAvenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year NP PM Peak Hour
intersection
Int Delay, s/veh 1955.5
^iBl:^ Eor tBR ■wsu mrT/VBR* "Warmm
Lane Configurations 4* 4* 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 ■wm
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
Major/Minor Minor2 Minorl Majorl Maior2 1
Conflicting Flow All 2253
Stage 1 695
Stage 2 1557
Critical Hdwy 7.12
Critical Hdwy Stg 1 6.12
Critical Hdwy Stg 2 6.12
Follow-up Hdwy 3.518
Pot Cap-1 Maneuver - 29
Stage 1 432
Stage 2 141
Platoon blocked. %
Mov Cap-1 Maneuver -13
Mov Cap-2 Maneuver -13
Stage 1 427
Stage 2
Approach
2178 687 2205 2227 1135 745
695 - 1474 1474
1483 - 731 754

6.52 6.22 7.12 6.52 6.22 4.12

5.52 - 6.12 5.52

4.018 3.318 3.518 4.018 3.318 2.218
-46 447 32 - 43 246 863
444 - 158 191
189 - 413 417
-21 447 - 9 -19 246 863
-21 - -9 -19
438 - 72 -87
-86 - 151 412
0 1144

4.13 - 2.227
- 607
607
HCM Control Dela^fl^67.32

HCM LOS F
$5458.01
F
Minor Lane/Maior Mvmt NBL NBT NBREBLnlWBLnl SBL SBT 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 %tile Q(veh) 0.7
Rotes
- 24 18 10
-19.80212.193 0.007
0 $8767.3 $5458 11

A - F F B
- 60.1 27.7 0 .' ^ Viiiftlllllfli
-: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

Page 5 ends

1704
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 >
> r V
t A
V i V
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations f t r f f t f
Traffic Volume (vehfli) 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 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 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 Voiume(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 0 Ciear{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 Ratlo(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 Ups^eam 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 1341 800 1715 1159
Approach Delay, s/veh 68.2 62.8 437.7 174.2
Approach LOS E E F F
rimer'
Phs Duration (G+Y+Rc), s 25.0 40.0 25.0 36.9 20.9 44.1 13.2 48.7 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 23.0 36.0 23.0 28.3 16.8 40.1 5.4 36.1 Green Ext Time (p_c), s 0.0 0.0 0.0 2.6 0.1 0.0 0.0 0.0 HCM 7th Control Delay, s/veh
HCM 7th LOS
218.2
F
ISA
08/09/2024
Synchro 12 Report

Page 6 ends

1705
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
EBR
< ^ t V i V

NBT NBR SBL
Lane Configurations t r 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 1.00 1.00 1.00 1.00 1.00 1.00 100 Ped-BIke Adj{A_pbT) 100 1.00 1.00 1.00 1.00 1.00 1.00 100 Parking Bus, Ad] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 Work Zone On Approach No No No No
Ad] Sat FIoia', veh/h/ln 1856 1856 1856 1870 1870 1870 1870 1870 1870 1856 1856 1856 Ad] 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 Flow(s),veh/h/ln 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 OC ob 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 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 126 370 314 268 0 448 230 1684 523 186 1549 481 V/C Ratlo(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 1.00 100 100 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 27.8 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 DelayjdS), sA'eh 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 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 49.0 40.0 59.4 554.3 0.0 252.0 65.7 28.0 30.4 57.1 316 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 0
[nraer-Assigned Phs \ ■ ... 2
■ -iv ?f 8 wm
Phs Duration (G+Y+Rc), s 18.5 37.0 13.5 33.4 16.1 39.5 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 t 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 13.2 18.2 6.9 28.9 10.8 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
139.2
F
LSA
08/12/2024
Synchro 12 Report

Page 1 ends

1706
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 > ><
A t A
V i V
Movement IKt^iif EBR mi: .WBT -JPiL'-
Lane Configurations + f f f f 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 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 287 130 215 203 206 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 Voiume(v), veh/h 287 130 215 203 206 78 165 888 138 46 1291 463 Grp Sat Flow(s),veh/h/in 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 Clear(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 Ratlo(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), s/veh 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 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 %iie 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 Deiay(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 Voi, veh/h 632 487 1191 1800
Approach Delay, s/veh 49.4 55.0 26.7 30,8
Approach LOS D E C C
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 (9_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 Ihtersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

35.3 D
ISA
10/09/2024
Synchro 12 Report

Page 1 ends

1707
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
IntersectiQn iai
Int Delay, s/veh
Movement

93.5 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations 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
Major/Minor Major! Malor2 Minorl Minor2
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
1055

4.13 2.227
656
656
0 404 0 0 1543 1525 372 1519 1554
- -
- 372 372 -1149 1149
- -
- 1171 1153 -
370 404
- 4.11 -- 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
- 2.209 -- 3.5 4 3.3 3.5 4
- 1160 -- 95 119 679 98 114
- -
- 653 623 -244 275
- -
- 237 274 -
655 602
- 1160 _- -45 107 679 -38 103
- -
- -45 107 --38 103
- -
- 653 623 -219 247
- -
- 168 246 -
557 602
1052

6.2 3.3
278
Approach
HCM Control Delay, s/v

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

Page 3 ends

1708
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
Intersection Delay, s/veh 492,8
Intersection LOS F
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
Opposing Approach WB
Opposing Lanes 1
Conflicting Approach Left SB
Conflicting Lanes Left 1
Conflicting Approach Right NB
Conflicting Lanes Right 1
HCM Control Delay, s/veh 199.1

HCM LOS F
-X

EB SB NB
1 1 1

NB EB WB
1 1 1

SB WB EB
1 1 1
649.5 296.9 619.6
F F F
ISIw NBLhT"' JU
Vol Left, % 35% 4% 7% 31%
VolThru,% 59% 57% 61% 67%
Vol Right, % 6% 40% 32% 3%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 539 456 867 818
LTVol 187 16 63 250
Through Vol 317 259 525 544
RTVol 35 181 279 24
Lane Flow Rate 556 470 894 843
Geometry Grp 1 1 1 1
Degree of Util {X) 1.494 1.23 2.343 2.27
Departure Headway (Hd) 20.679 22.13 15.793 16.701
Convergence, Y/N Yes Yes Yes Yes
Cap 183 169 241 228
Service Time 18.679 20.13 13.793 14.701
HCM Lane V/C Ratio 3.038 2.781 3.71 3.697
HCM Control Delay, s/veh 296.9 199.1 649.5 619.6
HCM Lane LOS F F F F
HCM 95th-tile Q 16.6 11.3 42.9 38.9
LSA
08/12/2024
Synchro 12 Report

Page 4 ends

1709
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
intersection.:

Int Delay, s/veh 563.3
Movement EBL EBT EBR WBL WET WBR NBL NET NBR SBL SBT SBR i Lane Configurations 4* 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 4mm
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
Maior/Minor;; Minor2v. MInorl
Conflicting Flow All 2025 1966 1152 1951 2033 589
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
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 -43 -63 241 48 -57 508
Stage 1 238 270 -
380 398 -
Stage 2 348 394 -
240 249 -
Platoon blocked, %
Mov Cap-1 Maneuver -30 -45 241 -16 -41 508
Mov Cap-2 Maneuver -30 -45 -
-16 -41 -
Stage 1 236 267 -
274 287 -
Stage 2 113 284 -
51 246 -
1228

4.13 2.227
564
0 599

4.13 - 2.227
- 973
973
""■wbrjiW'.
frpproach^^^ MurHEgi
HCM Control Delai$a?21.78

HCM LOS F
$ 2200.21
F
I^NBT NBREBLnlWB.Loij^..jBli^i
Capacity (veh/h) 265 - 54 34 5
HCM Lane V/C Ratio 0.185 - 6.721 5.376 0.003
HCM Control Delay (s/veh) 12.8 0 ^2721.32200.2 8.7 0
HCM Lane LOS B A F F A A
HCM 95th%tileQ(veh) 0.7 - 42 22 0
^Jotes
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume In platoon LSA
08/12/2024
Synchro 12 Report
Pages
1710
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 6: Minnewawa Avenue & Shepherd Avenue Cumulative Year wp_am Peak Hour >
> r VA t A
V i V
i^ovement EEL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *1 ft f r f r
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 Flovi/, 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 0 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^ 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 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 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 1328 1012 770 1643
Approach Delay, s/veh 84.6 78.5 62.8 385.3
Approach LOS F E E F
timer-Assigned Phs
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 Extlime (p_c), s
fritersection Sumfnary;
HCM 7th Control Delay, s/veh
HCM 7th LOS

25.0 40.0 17.1 40,0 25,0 40.0 14.8 42.4

4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 -It

21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0

21.3 36.0 13.1 36.0 23.0 28.7 9.8 38.4

0.0 0.0 0.1 0.0 0.0 1.3 0.1 0.0
183.7
F
ISA
08/12/2024
Synchro 12 Report

Page 6 ends

1711
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 2
iHIMh
Lane Configurations V 4
Traffic Vol, veh/h 54 8 148 19 3 112
Future Vol, 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
Major/Minor MInorl
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
" Majorl MajorZ
171

6.22 3.318
873
873
0 0 182

4.12 - 2.218
- 1394
- 1394
HCM Control Delay, s/v10.61 0 0.2 i]'

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLnl SBL SBT
Capacity (veh/h) - 709 47 -
■rr-i
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%tile Q(veh) - 0.3 0
-
LSA
08/12/2024
Synchro 12 Report

Page 7 ends

1712
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 0.3
Lane Configurations f f
Traffic Vol, veh/h 314 0 0 399 0 21
Future Vol. veh/h 314 0 0 399 0 21
Conflicting Peds, ^r 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 341 0 0 434 0 23
Conflicting Flow All 0 0
-
341
Stage 1
- - -
Stage 2 - - -
Critical Hdwy - -

6.22 Critical Hdwy Stg 1
. - -
Critical Hdwy Stg 2
- - -
Foilow-up Hdwy . -

3.318
Pot Cap-1 Maneuver 0 0 701
Stage 1 0 0
-
Stage 2 0 0
-
Platoon blocked, %
- -
Mov Cap-1 Maneuver -
701
Mov Cap-2 Maneuver . - -
Stage 1
- M — -
Stage 2
• ■ -
HCM Control Delay, s/v

HCM LOS
0 Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 701 - - -
HCM LaneV/C Ratio 0.033
HCM Control Delay (s/veh) 10.3
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1
ISA
08/12/2024
Synchro 12 Report

Page 8 ends

1713
AGENDA ITEM NO. 15.

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

0.6 EBT EBR WBL WBT NBL NBR
Lane Configurations t + f
Traffic Vol,veh/h 333 2 22 399 0 28
Future Vol, veh/h 333 2 22 399 0 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -
None -None -None
Storage Length - -
100 - -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 362 2 24 434 0 30
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdv/y Stg 1
Critical Hdwy Stg 2
Follow-up Hdvi/y
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Approach EB
0 364 0
- 4.12

2.218
1194
- 1194
363

6.22 WB :.v; .. .. NB.

HCM Control Delay, s/v

HCM LOS

0.42 [lior Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 682 - 1194
HCM Lane V/C Ratio 0.045 - 0.02
HCM Control Delay (s/veh) 10.5 - 8.1
HCM Lane LOS B A
HCM 95th %tile Q(veh) 0.1 - 0.1
- 3.3 8
0 682
ISA
08/12/2024
Synchro 12 Report

Page 9 ends

1714
AGENDA ITEM NO. 15.

HCM 7th TWSC
10: Project Driveway 4 & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP AM Peak Hour
Int Delay, s/veh 0.4
Lane Configurations + f
Traffic Vol,veh/h 358 2 0 421 D 28
Future Vol, veh/h 358 2 0 421 0 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 389 2 0 458 0 30
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Approach EB WB
HCM Control Delay, s/v

HCM LOS
0 - 3.318
0 658
d/linor Lane/Major Mvmt NBLnl
Capacity (veh/h) 658
HCM Lane V/C Ratio 0.046
HCM Control Delay (s/veh) 10.7
HCM Lane LOS B
HCM 95th %tlle Q(veh) 0.1

EBT EBR WBT
LSA
08/12/2024
Synchro 12 Report

Page 10 ends

1715
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
< ^ t A V i V
Movement : > NBT NBR SBL
Lane Configurations f f r f
Traffic Volume (veh/h) 22 259 237 526 255 259 215 889 670 252 655 42 Future Volume (veh/h) 22 259 237 526 255 259 215 889 670 252 655 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 Ped-BIke Adj(Aj3bT) 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 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 24 282 258 572 277 282 234 966 728 274 712 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 0 0 0 1 1 1 0 0 0
Cap, veh/h 67 347 294 248 234 238 235 1800 559 237 1814 563 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 1810 863 879 1795 5147 1598 1810 5187 1610 Grp Volume{v), veh/h 24 282 258 572 0 559 234 966 728 274 712 46 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1810 0 1742 1795 1716 1598 1810 1729 1610 Q Serve{g_s), s 1.5 16.2 17.8 15.4 0.0 30.4 14.6 16.9 39.3 14.7 11.6 2.1 Cycle Q Clear(g_c), s 1.5 16.2 17.8 15.4 0.0 30.4 14.6 16.9 39.3 14.7 11.6 2.1 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 67 347 294 248 0 472 235 1800 559 237 1814 563 V/C Ratio(X) 0.36 0.81 0.88 2.31 0.00 1.18 1.00 0.54 1.30 1.16 0.39 0.08 Avail Cap{c_a), veh/h 219 391 332 248 0 472 235 1800 559 237 1814 563 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 43.9 44.5 48.5 0.0 41.0 48.8 29.2 36.5 48.8 27.5 24.4 Incr Delay (d2), s/veh 1.2 11.6 21.2 600.3 0.0 102.9 57.5 0.8 148.9 107.6 0.4 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 %ile BackOfQ(50%),veh/ln 0.7 8.4 8.5 48.1 0.0 26.1 10.3 7.0 37.7 13.7 4.9 0.8 Unsig, Movement Delay, s/veh
LnGrp Deiay(d), s/veh 54.0 55.5 65.7 648.8 0.0 143.9 106.3 30.1 185.4 156.4 28.0 24.6 LnGrp LOS D E E F F F C F F C C
Approach Vol, veh/h 564 1131 1928 1032
Approach Delay, s/veh 60.1 399.2 98.0 61.9
Approach LOS E F F E
Irimer-Assigned Phs i ■ '2 ■ 4" 5: - 6 7 8 - . mi
Phs Duration (G+Y+Rc), s 20.0 45.0 10.4 36.9 20.0 45.0 20.0 27.4 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 ^ 1 mm 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 13.6 3.5 32.4 16.7 41.3 17.4 19.8 mm Green Ext Time (p_c), s 0.0 11.4 0.0 0.0 0.0 0.0 0.0 1.1 HCM 7th Control Delay, s/veh
HCM 7th LOS
158.6
F
ISA
08/09/2024
Synchro 12 Report

Page 1 ends

1716
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 2: Willow Avenue & Perrin Avenue Cumulative Year WP^PM Peak Hour FJIi/ement
>
-Z- >"WBT WBR
A
■ NBL "
t
HTbt nbr "
V
SBL" sbt
V
SBR
Lane Configurations t f f r f tff f
Traffic Volume (veh/h) 449 255 333 246 210 107 273 1373 280 120 908 401 Future Volume (veh/h) 449 255 333 246 210 107 273 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-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 1900 1900 1900 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 473 268 351 259 221 113 287 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 435 415 352 297 271 229 251 1710 531 142 1803 560 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 473 268 351 259 221 113 287 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 14.3 24.2 15.5 12.6 7.2 8.0 29.0 16.8 7.7 16.4 25.8 Cycle Q Clear(g_c), s 26.7 14.3 24.2 15.5 12.6 7.2 8.0 29.0 16.8 7.7 16.4 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 435 415 352 297 271 229 251 1710 531 142 1803 560 V/C Ratio(X) 1.09 0.65 1.00 0.87 0.82 0,49 1.15 0.84 0.56 0.89 0.53 0.75 Avail Cap{c_a), veh/h 435 415 352 358 330 279 251 1726 536 142 1819 565 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 42.2 39.5 43.4 45.3 46.3 44.0 51.6 34.5 30.4 50.8 29.0 32.1 Incr Delay (d2), s/veh 69.2 5.5 47.5 22.9 17.8 4.5 101.7 4.9 3.2 43.6 0.8 8.0 Initial Q Delay(d3), s^eh 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/in 19.9 7.1 14.0 8.8 7.2 3.1 7.0 12.7 6.7 5.2 6.9 10.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 111.4 45.0 90.9 68.2 64.1 48.4 153.3 39.4 33.6 94.4 29.9 40.1 LnGrp LOS F D F E E D F D C F C D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
1092

88.5 F
593

62.9 E
2027

54.7 D
1504

38.1 D
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s 13.3 44.3 32.0 21.5
Change Period (Y+Rc), s 5.3 5.7 5.3 5.7
Max Green Setting (Gmax), s 8.0 39.0 26.7 19.3
Max Q Clear Time (g_c+l1), s 10.0 27.8 28.7 14.6
Green ExtTime (p_c), s 0.0 9.4 0.0 1.3
HCM 7th Control Delay, s/veh
HCM 7th LOS

57.9 E
15,0

6.3 8.7

9.7 0.0

42.6 5.7

37.3 31.0

6.0 23.6

5.3 22.0

17.5 0.7

30.0 5.7

24.0 26.2

0.0 LSA
10/09/2024
Synchro 12 Report

Page 1 ends

1717
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
intersection
Int Delay, s/veh 674.5
Lane Configurations 4* 4* 4* 4*
Traffic Vol. veh/h 1 783 85 59 622 36 101 74 59 10 75 1 Future Vol, veh/h 1 783 85 59 622 36 101 74 59 10 75 1
Conflicting Peds, ffihr 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
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 1 833 90 63 662 38 107 79 63 11 80 1
Maior/Minor Maiorl Maior2 Minorl Minor2 1
Conflicting Flow All 700 0 0 923 0 0 1707 1706 878 1681 1732 681 Stage 1
- - - -
880 880 - 806 806 -
Stage 2
- - - -
827 826 -874 926 -
Critical Hdwy 4.12 -
- 4.1 - -

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 2.218 -
- 2.2 - -3.5 4 3,3 3.5 4 3.3
Pot Cap-1 Maneuver 897 -
CO t - --73 92 350 76 89 454
Stage 1
- - - -
344 368 -378 397 -
Stage 2 ■- - - -
369 390 -347 350 -
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 897 -
- 748 - --62 79 350 -0 -76 454
Mov Cap-2 Maneuver - - - -
-62 79 -
-0 -76 -
Stage 1
- - - - 344 367 -
326 343 -
Stage 2 - - - -
243 336 -223 349 -
HCM Contol Delay, s/v 0.01

HCM LOS
$ 959.68
F
$ 12330.88
F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLnl Capacity (veh/h) 86 2
HCM Lane V/C Ratio 2.896 0.001
HCM Control Delay (s/veh) $ 959.7 9
HCM Lane LOS F A
HCM 95th %tile Q{veh) 24.2 0
- 147
- 0.084
- 10.3
B
- 0.3
4 -24.239
$ 12330.9
F
- 13.5
Jotes
Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

Page 3 ends

1718
AGENDA ITEM NO. 15.

HCM 7thAWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
Intersection
Intersection Delay, s/veh 604.9
Intersection LOS F
Lane Configurations 4^
Traffic Vol. veh/h 17 497 ISO 35 505 223 260 628 64 226 310 15 Future Vol, veh/h 17 497 180 35 505 223 260 628 64 226 310 15 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 18 534 194 38 543 240 280 675 69 243 333 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
-ES" -f • - ^4. ' "■■"1^10 wmt WM
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB MB 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 505.9 582.4 837 359.9

HCM LOS F F F F
Vol Left, % 27% 2% 5% 41%
VolThru,% 66% 72% 66% 56%
Vol Right, % 7% 26% 29% 3%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 952 694 763 551
LTVol 260 17 35 226
Through Vol 628 497 505 310
RTVol 64 180 223 15
Lane Flow Rate 1024 746 820 592
Geometry Grp 1 1 1 1
Degree of Util (X) 2.743 1.965 2.149 1.599
Departure Headway (Hd) 19.749 24.118 22.793 27.439
Convergence, Y/N Yes Yes Yes Yes
Cap 194 164 172 142
Service Time 17.749 22.118 20.793 25.439
HCM Lane V/C Ratio 5.278 4.549 4.767 4.169
HCM Control Delay, s/veh 837 505.9 582.4 359.9
HCM Lane LOS F F F F
HCM 95th-tile Q 44 22.8 27.3 15.1
ISA
08/09/2024
Synchro 12 Report

Page 4 ends

1719
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: MinnewawaAvenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
Intersection
Int Delay, s/veh 2292.8
Mpyeitigiit' X il3Dj$';^J;UTbte Wd4 T3BR m' SBT SBR 1
Lane Configurations 4* 4* 4* 4*
Traffic Vol, veh/h 129 179 149 23 177 5 161 1100 18 4 616 111 Future Vol, veh/h 129 179 149 23 177 5 161 1100 18 4 616 111 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 1158 19 4 648 117
f/1a|or/Minor Minor2 Minorl
Conflicting Flow All 2305 2231 707 2257 2280
Stage 1 715 715 -
1506 1506
Stage 2 1590 1516 - 751 774
Critical Hdwy 7.12 6.52 6.22 7.12 6.52
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
Pot Cap-1 Maneuver -27 -43 435 29 -40
Stage 1 422 434 -
151 -184
Stage 2 -135 -182 -
403 408
Platoon blocked, %
Mov Cap-1 Maneuver -11 -18 435 -8 -16
Mov Cap-2 Maneuver -11 -18 -
-8 -16
Stage 1 416 429 -
63 -77
Stage 2
-
-76 -
143 403
Majorl
HCM Control Del^,W462.47

HCM LOS F
$ 6553.01
F
1167

6.22 4.12
236
0 1177
^inor Lane/Major Mvmt NBL NBT NBREBLnlWBLnl SBL SBT life Capacity (veh/h) 226
HCM Lane V/C Ratio 0.2
HCM Control Delay (s/veh) 10.3
HCM Lane LOS B
HCM 95th %tile Q(veh) 0.7
Btotes
- 2.227
590
- 21 15 10
-23.44914.462 0.007
0 $10462.5$ 6553 11.1

A - F F B
- 60.5 28 0
J
Volume exceeds capacity $; Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LSA
08/09/2024
Synchro 12 Report

Page 5 ends

1720
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
6: Minnewawa Avenue & Shepherd Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
>
> < t A
V V
Movement . EBT ED& iSBIL.-.- Mm: NBL NBT NBR .,SBU .

Lane Configurations ft r f t f f r
Traffic Volume (veh/h) 322 511 441 48 383 329 473 1097 90 199 692 230 Future Volume (veh/h) 322 511 441 48 383 329 473 1097 90 199 692 230 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-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
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1870 1870 1870 1856 1856 1856 Ad] Flow Rate, veh/h 339 538 464 51 403 346 498 1155 95 209 728 242 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 1155 95 209 728 242 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 2.05 0.20 0.89 1.46 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 19.0 324.3 480.6 0.2 20.7 219.6 2.3 Initial Q Delay(d3), sAreh 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 16.9 6.3 14.8 1.5 13.7 12.2 35.7 92.0 2.1 7.9 45.9 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 145.3 33.2 52.5 56.9 61.4 65.3 377.3 525.0 33.2 74.8 266.1 42.5 LnGrp LOS F C D E E E F F C E F D
Approach Vol, veh/h 1341 800 1748 1179
Approach Delay, s/veh 68.2 62.8 456.2 186.3
Approach LOS E E F F
fimer - Assigned Phs f
■
5 6 7 8
Phs Duration (G+Y+Rc), s 25.0 40.0 25.0 36.9 20.9 44.1 13.2 48.7 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 23.0 36.0 23.0 28.3 16.8 40.1 5.4 36.1 Green Ext Time (p_c), s 0.0 0.0 0.0 2.6 0.1 0.0 0.0 0.0 ihtersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS
228.6
F
LSA
08/09/2024
Synchro 12 Report

Page 6 ends

1721
AGENDA ITEM NO. 15.

HCM 7th TWSC
7: Project Driveway 1 & Peach Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
Intersection
Inl Delay, s/veh
Movement

1.2 WBL WBR NBT NBR SBL SBT
Lane Configurations V 4
Traffic Voi, veh/h 36 6 175 61 9 197
Future Voi, veh/h 36 6 175 61 9 197
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 39 7 190 66 10 214
mWi
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Foiiow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
457 223
223
234

6.42 6.22

5.42 5.42

3.518 3.318
562 816
814
805
557 816
557
814
798
0 257

4.12 - 2.218
- 1308
- 1308
HCM Control Delay, s/v 11.7 0 0.34

HCM LOS B
Minor Lane/Maior Mvmt''^^"^^BT^'^NBRVVBLnl
Capacity (veh/h) - 583 79
HCM Lane V/C Ratio - 0.078 0.007
HCM Control Delay (s/veh) - 11.7 7.8 0
HCM Lane LOS B A A
HCM 95th %tile Q(veh) - 0.3 0
r.- m
ISA
08/09/2024
Synchro 12 Report

Page 7 ends

1722
AGENDA ITEM NO. 15.

HCM 7th TWSC
8: Project Driveway 2 & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative YearWP PM Peak Hour
Intersection
Int Delay, s/veh 0.2
iBr^lir-VVBL WBT NBr-lBR!
Lane Configurations + V
Traffic Vol, veh/h 389 2 0 427 0 14
Future Voi, veh/h 389 2 0 427 0 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Controi Free Free Free Free Stop Stop
RT Channeiized -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 423 2 0 464 0 15
Major/Minor Majorl Major2 Minorl
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
HCM Control Delay, s/v

HCM LOS
314 630
314
660
633
Approach
Minor Lane/Maior Mvmt NBLnl EBT EBR WBT
Capacity (veh/h) 630
HCM LaneV/C Ratio 0.024
HCM Controi Delay (s/veh) 10.9
HCM Lane LOS B
HCM 95th%tileQ(veh) 0.1
LSA
08/09/2024
Synchro 12 Report

Page 8 ends

1723
AGENDA ITEM NO. 15.

HCM 7th TWSC
9: Project Driveway 3 & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumulative Year WP PM Peak Hour
Intersection
Int Delay, s/veh
Movement

0.9 EBT EBR WBL WBT NBL NBR
Lane Configurations f f V
Traffic Vol, veh/h 397 6 71 427 0 19
Future Vol, veh/h 397 6 71 427 0 19
Conflicting Reds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free stop stop
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 432 7 77 464 0 21
1 Conflicting Row All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
0 438

4.12 - 2.218
- 1122
- 1122
0 1053 435
- 435
- 618
- 6.42 6.22
- 5.42
- 5.42
- 3.518 3.318
- 250 621
- 653
- 537
- 227 621
- 227
- 653
- 488
HCM Control Delay, s/v 0 1.2 10.99

HCM LOS B
Minor Lane/Major Mvmt ^BLnl EBT EBR WBLi^
Capacity (veh/h) 621 - 1122
HCM Lane V/C Ratio 0.033 - 0.069
HCM Control Delay (s/veh) 11 - 8.4
HCM Lane LOS B A
HCM 95th %tile Q(veh) 0.1 ■ 0.2
ISA
08/09/2024
Synchro 12 Report
Pages
1724
AGENDA ITEM NO. 15.

HCM 7th TWSC
10: Project Driveway 4 & Behymer Avenue
De Young Properties Peach and Behymer Project
Cumuiative YearWP PM Peak Hour
[ntersection
Int Delay, s/veh 0.2
iBt Spp- mVATRI' WBT^
Lane Configurations + t V
Traffic Vol, veh/h 408 8 0 498 0 19
Future Vol, veh/h 408 8 0 498 0 19
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 443 9 0 541 0 21
mi
ft/lajor/Minor Majorl Major2 Minorl
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked. %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
989 448
448
541

6.42 6.22

5.42 5.42

3.518 3.318
274 611
644
583
274 611
274
644
583
HCM Control Delay, s/v

HCM LOS

11.1 B
^/llnor Lane/Ma|or Mvmt NBLnl
Capacity (veh/h) 611
HCM Lane V/C Ratio 0.034
HCM Control Delay (s/veh) 11.1
HCM Lane LOS B
HCM 95th%tlleQ(veh) 0.1

EBT EBR WBT
LSA
08/09/2024
Synchro 12 Report

Page 10 ends

1725
AGENDA ITEM NO. 15.

HCM 7th Signalized intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_AM Peak Hour
;:EBR WBl W NBR SBL SBT
Lane Configurations + f
Traffic Volume (veh/h) 80 129 182 32 135 135 103 693 31 66 611 54 Future Volume (veh/h) 80 129 182 32 135 135 103 693 31 66 611 54 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-BikeAd](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 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 82 133 188 33 139 139 106 714 32 68 630 56 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 157 491 416 95 178 178 173 1511 469 145 1423 442 Arrive On Green 0.09 0.26 0.26 0.05 0.21 0.21 0.10 0.30 0.30 0.08 0.28 0.28 Sat Flow, veh/h 1767 1856 1572 1781 858 858 1781 5106 1585 1767 5066 1572 Grp Volume(v), veh/h 82 133 188 33 0 278 106 714 32 68 630 56 Grp Sat Fiow(s).veh/h/ln 1767 1856 1572 1781 0 1716 1781 1702 1585 1767 1689 1572 Q Serve(g_s), s 3.2 4.1 7.3 1.3 0.0 11.2 4.2 8.3 1.1 2.7 7.4 1.9 Cycle Q Ciear(g_c). s 3.2 4.1 7.3 1.3 0.0 11.2 4.2 8.3 1.1 2.7 7.4 1.9 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 157 491 416 95 0 356 173 1511 469 145 1423 442 V/C Ratio(X) 0.52 0.27 0.45 0.35 0.00 0.78 0.61 0.47 0.07 0.47 0.44 0.13 Avail Cap(c_a), veh/h 335 599 508 377 0 554 360 2757 856 357 2735 849 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(i) 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 31.7 21.2 22.3 33.2 0.0 27.3 31.6 21.0 18.4 31.9 21.5 19.5 Incr Delay (d2), s/veh 1.0 0.3 0.8 2.1 0.0 8.1 1.3 0.2 0.1 0.9 0.7 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(5a%),veh/ln 1.3 1.7 2.5 0.6 0.0 5.0 1.8 3.2 0.4 1.1 2.9 0.7 Unsig. Movement Delay, s/veh
LnGrp Deiay(d), s/veh 32.7 21.5 23.1 35.4 0.0 35.4 32.9 21.2 18.5 32.8 22.2 19.9 LnGrp LOS C C C D D C C B C C B
Approach Voi, veh/h 403 311 852 754
Approach Delay, s/veh 24.5 35.4 22.6 23.0
Approach LOS C D C C
lirtM srr"—s- tj —7"^^. -g -
Phs Duration (G+Y+Rc), s 12.4 26.2 12.7 21.6 11.3 27.2 8.5 25.8 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+l 1), s 6.2 9.4 5.2 13.2 4.7 10.3 3.3 9.3 Green Ext Time (p_c), s 0.1 11.0 0.0 1.9 0.0 5.6 0.0 1.1 HCM 7th Control Delay, s/veh
HCM 7th LOS

24.8 0
LSA
08/09/2024
Synchro 12 Report

Page 1 ends

1726
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 2: Willow Avenue & Perrin Avenue Existing Year NP_AM Peak Hour Movement
> > ^ t ^ i V

EBL EBR NBL NBT SBU SBT SBR
GrpVolume(v),veh/h 170 172 91 706 781 102
GrpSatFlow{s),veh/h/ln17B1 1585 1728 1702 1689 1572
Q Serve(g_s). s 4.5 5.2 1.3 3.3 6.0 2.3
Cycle Q Clear{g_c), s 4.5 5.2 1.3 3.3 6.0 2.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 329 293 386 3098 1903 591
V/CRatlo(X) 0.52 0.59 0.24 0.23 0.41 0.17
Avail Cap(c_a), veh/h 834 742 898 3098 2814 874
HCM Platoon Ratio 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
Uniform Delay (d),s/veh 19.4 19.7 21.4 4.7 12.2 11.0
incr Delay (d2),s/veh 3.4 5.1 0.1 0.1 0.5 0.5
Initial Q Delay{d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ileBackOfQ(50%),veh/lnl.9 2.1 0.5 0.8 2.0 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d). s/veh 22.8 24.8 21.5 4.9 12.6 11.5
LnGrp LOS C O C A 8 B
Lane Configurations
Traffic Volume (veh/h) 165 167 88 685 0 758 99
Future Volume (veh/h) 165 167 88 685 0 758 99
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-BikeAdj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1856 1856
Adj Flow Rate, veh/h 170 172 91 706 781 102
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
PercentHeavy Veh, % 2 2 2 2 3 3
Cap, veh/h 329 293 386 3098 1903 591
Arrive On Green 0.18 0.18 0.11 0.61 0.38 0.38
Sat Flow, veh/h 1781 1585 3456 5274 5233 1572
1Tmil"Mi
Approach Vol, veh/h 342
Approach Delay, s/veh 23.8
Approach LOS C
797

6.8 A
883

12.5 B
Phs Duration (G+Y+Rc), t2.2 25.5
Change Period (Y+Rc), s 6.3 5.7
Max Green Setting (Gmaltji.^ 29.3
Max Q Clear Time (g_c+l13,i 8.0
Green Ext Time (p_c), s 0.1 11.8
Ihtersectlon Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS
iiotes

12.1 B

37.7 5.7

29.3 5.3

10.6 15.0

5.3 24.7

7.2 2.6
User approved ignoring U-Turning movement.

LSA
08/09/2024
Synchro 12 Report

Page 2 ends

1727
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_AM Peak Hour
Intersection
int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 Lane Configurations
Traffic Vol, veh/h 0
4 224 0 0 344 1 0 0 0 1
4*
0 0
Future Vol, veh/h 0 224 0 0 344 1 0 0 0 1 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control
RT Channelized
Free Free Free
None
Free Free Free
None
Stop stop stop
None
stop stop Stop
None
Storage Length
Veh in Median Storage, # •
Grade, %
0 0
- -
0 0
- -
0 0
- -
0 0
-
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81 mmi Heavy Vehicles. %
Mvmt Flow
3 0
3 277
3 0
1 0
1 425
1 1
0 0
0 0
0 0
0 1
0 0
0 0
Major/Minor Majort Major2 Minorl Minor2 \
701 702 277 702 702 425
277 277 -
425 425 -
425 426 -
277 277 -

7.1 6.5 6.2 7.1 6.5 6.2

6.1 5.5 -

6.1 5.5 -6.1 5.5 -

3.5 4 3.3 3.5 4 3.3
356 365 767 356 365 633
734 685 -611 590 -
611 589 -734 685 -
356 365 767 356 365 633
356 365 -356 365 -
734 685 -
611 590 -
611 589 -
734 685 -
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
PotCap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
426

4.13 2.227
1128
1128
HCM Control Delay, s/v

HCM LOS

15.16 C
(linor Lane/Maior Mvmt-.Milto EBL EBT VMLiMlil
Capacity (veh/h) - 1128 - 356
HCM LaneV/C Ratio -
• 0.003
HCM Control Delay (s/veh) 0 0 - - - 15.2
HCM Lane LOS A A - - C
HCM 95th%tileQ(veh) 0 0
LSA
08/09/2024
Synchro 12 Report
Pages
1728
AGENDA ITEM NO. 15.

HCM 7th AWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_AM Peak Hour
Intersection
Intersection Delay, s/veh 59.5
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL S"BT '"SBR Lane Configurations 4* 4* 4^
Traffic Vol, veh/h 4 155 67 25 220 253 65 240 19 175 207 3 Future Vol, veh/h 4 155 67 25 220 253 65 240 19 175 207 3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.92 0.97 0.97 0.97 0.97 Heavy Vehicles, % 3 3 3 1 1 1 3 3 3 3 3 3
Mvmt Flow 4 160 69 26 227 261 67 261 20 180 213 3
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
i^pproach "EET"- WB MB SB 1
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB MB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right MB SB WB EB
Conflicting Lanes Right 1 1 1 1 •A*
HCM Control Delay, s/veh 23.1 96.7 38.7 50.8
HCM LOS C F E F wm
Lane NBLnl EBLnl WBLnl SBLnl 1
Vol Left, %
Vol Thru, %
Vol Right, %
Sign Control
Traffic Vol by Lane
LTVol
Through Vol
RTVol
Lane Flow Rate
Geometry Grp
Degree of UtII {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-tile 0
20%
74%
6%
Stop
324
65 240
19 347
1 0.802

8.689
Yes
420

6.689

0.826

38.7 E

7.2 2%
69%
30%
Stop
226
4 155
67 233
1 0.562

9.064
Yes
401

7.064

0.581

23.1 C

3.3 5%
44%
51%
Stop
498
25 220
253
513
1 1.093

7.664
Yes
472

5.707

1.087

96.7 F

16.8 45%
54%
1%
Stop
385
175
207
3 397
1 0.892

8.581
Yes
425

6.581

0.934

50.8 F

9.3 LSA
08/09/2024
Synchro 12 Report

Page 4 ends

1729
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_AM Peak Hour
Int Delay, s/veh 0.4
Movement EBL " EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4^ 4* 4* 4*
Traffic Vol, veh/h 8 0 3 4 0 2 3 309 11 2 337 6
Future Vol, veh/h 8 0 3 4 0 2 3 309 11 2 337 6
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 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 2 2 2 2 2 3 3 3 3 3 3
Mvmt Flow 9 0 3 4 0 2 3 340 12 2 370 7
Major/Minor MlnoK2., tiSinoFliftM w
Conflicting Flow All 724 736 374 727 734 346 377 0 0 352 0 0 Stage 1 378 378 -
352 352 - - - - - - -
Stage 2 346 358 -
375 381 - - - - . - -
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 - - PotCap-1 Maneuver 341 346 673 339 348 697 1176 - ■
1202 -
Stage 1 644 615 -
665 631 - - - - - - -
Stage 2 670 628 -
646 613 - - - - - - -
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 338 344 673 336 346 697 1176 - -
1202 -"5-
Mov Cap-2 Maneuver 338 344 -
336 346 - - . - . .

Stage 1 642 614 -
662 629 - - - - - -
Stage 2 665 625 -
642 612 - - - - - - •
' -M:
"EB WB III III
HCM Control Delay, s/v 14.5

HCM LOS B

14.01 B

0.07 0.05
Minor Lane/Maior Mvmt NBT NBREBLnlWBLnl SBL SBT SBI^jii Capacity (veh/h) 17 -
• 391 406 10 -
HCM Lane V/C Ratio 0.003 -- 0.031 0.016 0.002 -
HCM Control Delay (s/veh) 8.1 0 - 14.5 14 8 0
HCM Lane LOS A A B B A A
HCM 95th %tile Q(veh) 0
-
- 0.1 0 0
-
'
ISA
08/09/2024
Synchro 12 Report

Page 5 ends

1730
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 6: Minnewawa Avenue & Shepherd Avenue Existing Year np_am Peak Hour > > A t A
V 1 V
Movement mm - ^BU NBT NBR SBL .

Lane Configurations ft + f r f
Traffic Volume (veh/h) 34 318 128 14 265 137 120 152 18 91 193 34 Future Volume (veh/h) 34 318 128 14 265 137 120 152 18 91 193 34 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 Pad-Bike Adj(Aj3bT) 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
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Ad] Flow Rate, veh/h 37 346 139 15 288 149 130 165 20 99 210 37 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 150 978 436 72 432 366 293 348 295 267 320 272 Arrive On Green 0.09 0.28 0.28 0.04 0.23 0.23 0.17 0.19 0.19 0.15 0.17 0.17 Sat Flow, veh/h 1767 3526 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Grp Volume(v), veh/h 37 346 139 15 288 149 130 165 20 99 210 37 Grp Sat Flow(s),veh/h/ln 1767 1763 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Q Serve(g_s), s 1.1 4.6 4.1 0.5 8.2 4.7 3.9 4.6 0.6 2.9 6.1 1.2 Cycle Q Clear(g_c). s 1.1 4.6 4.1 0.5 8.2 4.7 3.9 4.6 0.6 2.9 6.1 1.2 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 150 978 436 72 432 366 293 348 295 267 320 272 VIC Ratio(X) 0.25 0.35 0.32 0.21 0.67 0.41 0.44 0.47 0.07 0.37 0.66 0.14 Avail Cap(c_a), veh/h 637 2058 918 637 1083 918 637 1083 918 637 1083 918 HCM Platoon Ratio 1.00 1.00 1.00 1.00 *-• oo 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 24.9 16.9 16.7 27.0 20.3 18.9 21.9 21.1 19.5 22.2 22.5 20.4 Incr Delay (d2), s/veh 0.3 0.3 0.6 0.5 2.9 1.2 0.4 1.1 0.1 0.3 3.2 0.3 Initial Q Delay(d3). sA'eh 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 0.4 1.6 1.3 0.2 3.3 1.5 1.4 1.8 0.2 1.2 2.8 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.2 17.2 17.3 27.6 23.2 20.1 22.3 22.2 19.6 22.6 25.7 20.7 LnGrp LOS C B B C 0 C C C B C C C
Approach Voi, veh/h 522 452 315 346
Approach Delay, s/veh 17.8 22.3 22.0 24.3
Approach LOS B C C C
Phs Duration (G+Y+Rc), s 13.7 16.1 9.0 19.6 12.8 16.9 6.4 22.1 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 5.9 8.1 3.1 10.2 4.9 6.6 2.5 6.6 mM Green Ext Time (p_c), s 0.1 1.9 0.0 3.4 0.1 0.9 0.0 3.9 Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

21.2 C
LSA
08/09/2024
Synchro 12 Report

Page 6 ends

1731
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_PM Peak Hour
Movement EBR
V ^ t A V i V
Lane Configurations t f *1 r ttt f
Traffic Volume (veh/h) 21 104 121 55 138 119 119 731 54 95 560 40 Future Volume (veh/h) 21 104 121 55 138 119 119 731 54 95 560 40 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 1870 1870 1870 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 24 121 141 64 160 138 138 850 63 110 651 47 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 0 0 0 1 1 1 0 0 0
Cap, veh/h 74 369 313 141 200 173 178 1760 546 171 1750 543 Arrive On Green 0.04 0.20 0.20 0.08 0.21 0.21 0.10 0.34 0.34 0.09 0.34 0.34 Sat Flow, veh/h 1781 1870 1585 1810 942 812 1795 5147 1598 1810 5187 1610 Grp Volume(v), veh/h 24 121 141 64 0 298 138 850 63 110 651 47 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1810 0 1754 1795 1716 1598 1810 1729 1610 Q Serve(g_s), s 1.0 4.3 6.0 2.6 0.0 12.3 5.7 10.0 2.1 4.5 7.3 1.5 Cycle Q Clear(g_c), s 1.0 4.3 6.0 2.6 0.0 12.3 5.7 10.0 2.1 4.5 7.3 1.5 Prop In Lane 1.00 1.00 1.00 0.46 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 74 369 313 141 0 373 178 1760 546 171 1750 543 V/C Ratlo(X) 0.32 0.33 0.45 0.46 0.00 0.80 0.78 0.48 0.12 0.64 0.37 0.09 Avail Cap(c_a), veh/h 321 574 486 364 0 538 345 2641 820 347 2661 826 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 Fllter(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 35.6 26.4 27.1 33.8 0.0 28.6 33.7 19.9 17.3 33.4 19.2 17.3 Incr Delay (d2), s/veh 0.9 0.6 1.2 0.9 0.0 9.4 2.8 0.7 0.3 1.5 0.4 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 %ile BackOfQ(50%),veh/ln 0.4 1.8 2.2 1.1 0.0 5.8 2.6 3.9 0.7 2.0 2.8 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 36.6 27.0 28.3 34.6 0.0 38.0 36.4 20.5 17.6 35.0 19.7 17.5 LnGrp LOS D C C C D D C B C B B
Approach Vol, veh/h 286 362 1051 808
Approach Delay, s/veh 28.4 37.4 22.4 21.6
Approach LOS C D C C
I'lmer-'iSisl^ned Phs 4 5 6 1
Phs Duration (G+Y+Rc), s 12.9 31.5 9.4 22.8 12.5 31.9 10.6 21.6 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 7.7 9.3 3.0 14.3 6.5 12.0 4.6 8.0 Green ExtTime (p_c), s 0.1 11.3 0.0 1.9 0.1 14.2 0.0 1.1 HCM 7th Control Delay, s/veh
HCM 7th LOS

25.0 C
ISA
08/09/2024
Synchro 12 Report

Page 1 ends

1732
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 2: Willow Avenue & Perrin Avenue Existing Year np_pm Peak Hour Movement
> > ^ t ^ i V

EBL EBR NBL NBT SBU SBT SBR
Lane Configurations ^ r r
Traffic Volume (veh/h) 114 193 199 855 0 671 89
Future Volume (veh/h) 114 193 199 855 0 671 89
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-BikeAdj{A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1856 1856
Adj Flow Rate, veh/h 120 203 209 900 706 94
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 3 3
Cap, veh/h 348 310 484 3044 1727 536
Arrive On Green 0.20 0.20 0.14 0.60 0.34 0.34
Sat Flow, veh/h 1781 1585 3456 5274 5233 1572
Grp Volume{v), veh/h 120 203 209 900 706 94
GrpSat Flow(s).veh/h/ln1781 1585 1728 1702 1689 1572
Q Serve(g_s). s 3.2 6.5 3.0 4.7 5.8 2.3
Cycle Q Clear(g_c), s 3.2 6.5 3.0 4.7 5.8 2.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 348 310 484 3044 1727 536
V/C Ratlo(X) 0.34 0.65 0.43 0.30 0.41 0.18
Avail Cap(c_a), veh/h 791 704 865 3044 2711 842
HCM Platoon Ratio 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
Uniform Delay (d). s/veh 19.0 20.3 21.5 5.4 13.8 12.6
Incr Delay (d2), s/veh 1.6 6.3 0,2 0.2 0.5 0.5
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ{50%).veh/lnl.3 2.6 1.1 1.2 2.0 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.6 26.6 21.8 5.6 14.3 13.2
LnGrp LOS C C C A B B
Approach Vol, veh/h 323 1109 800
Approach Delay, s/veh 24.4 8.7 14.2
Approach LOS C A B
Phs Duration (G+Y+Rc), t4.0 24.4
Change Period (Y+Rc), s 6.3 5.7
Max Green Setting (Gmal^B 29.3
Max Q Clear Time {g_c+l 7.8
Green Ext Time (p_c), 8 0.2 10.8

38.3 5.7

29.3 6.7

12.9 16.4

5.7 24.3

8.5 2.3
HCM 7th Control Delay, s/veh 12.9
HCM 7th LOS B
&Jotes
User approved ignoring U-Turning movement.

LSA
08/09/2024
Synchro 12 Report

Page 2 ends

1733
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_PM Peak Hour
Intersection
Int Delay, s/veh
Lane Configurations 4 4* 4*
Traffic Vol, veh/h 1 241 0 0 293 0 0 0 0 0 0 1
Future Voi, veh/h 1 241 0 0 293 0 0 0 0 0 0 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 1 256 0 0 312 0 0 0 0 0 0 1
fi/1aior/Minor 1Maiorl Maior2 Minorl Minor2
Conflicting Flow Ail 312 0
-
0 570 570 256 570 570
Stage 1
- - -
- 259 259 -
312 312
Stage 2 - - -
- 312 312 -
259 259
Critical Hdwy 4.12 - -
- 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 2.218 - -
- 3.5 4 3.3 3.5 4
PotCap-1 Maneuver 1249 0 0 - 435 434 787 435 434
Stage 1
-
0 0 - 751 698 -
703 661
Stage 2
-
0 0 - 703 661 -
751 698
Platoon blocked, %
- -
Mov Cap-1 Maneuver 1249 - -
- 434 434 787 435 434
Mov Cap-2 Maneuver - - -
- 434 434 -
435 434
Stage 1
- - -
- 750 697 -
703 661
Stage 2
- - -
- 702 661 -
750 697
approach
HCM Control Delay, s/v 0.03 0 0

HCM LOS A
Slinor Lane/Maior Mvmt NBLnl EBL EBT WBT WBRSBUil
Capacity (veh/h) -
7 -
- 733
HCM Lane V/C Ratio -

0.001 -
- 0.001
HCM Control Delay (s/veh) 0 7.9 0 - 9.9
HCM Lane LOS A A A A
HCM 95th%tlleQ(veh) -
0 -
0 9.92
A
LSA
08/09/2024 Synchro 12 Report

Page 3 ends

1734
AGENDA ITEM NO. 15.

HCM 7th AWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_PM Peak Hour
fritersection
Intersection Delay, s/veh 56,1
Intersection LOS F
Moveinent ^BL. m . ,m
Lane Configurations 4* 4* 4*
Traffic Voi, veh/h 2 192 43 15 225 179 61 259 30 187 168 2 Future Voi, veh/h 2 192 43 15 225 179 61 259 30 187 168 2 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 Flovir 2 206 46 16 242 192 66 278 32 201 181 2
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
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 27.2 77 50.8 56

HCM LOS D F F F
jiane " " OTrmnPmwmrr
Voi Left, % 17% 1% 4% 52%
VolThru.% 74% 81% 54% 47%
Voi Right, % 9% 18% 43% 1%
Sign Control Stop Stop Stop Stop
Traffic Voi by Lane 350 237 419 357
LTVoi 61 2 15 187
Through Voi 259 192 225 168
RTVol 30 43 179 2
Lane Flow Rate 376 255 451 384
Geometry Grp 1 1 1 1
Degree of UtII {X) 0.889 0.638 1.02 0.916
Departure Headway (Hd) 8.714 9.246 8.148 8.796
Convergence, Y/N Yes Yes Yes Yes
Cap 418 392 451 415
Service Time 6.714 7.246 6.148 6.796
HCM Lane V/C Ratio 0.9 0.651 1 0.925
HCM Control Delay, s/veh 50.8 27.2 77 56
HCM Lane LOS F D F F
HCM 95th-tile 0 9.2 4.3 13.6 9.9
Iflitffil'iri
LSA
08/09/2024
Synchro 12 Report

Page 4 ends

1735
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Existing Year NP_PM Peak Hour
Intersection
Int Delay, s/veh
Movement

0.3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations 4* 4^
Traffic Vol, veh/h 0 0 2 9 0 2 0 338 2 0 250 1
Future Vol, veh/h 0 0 2 9 0 2 0 338 2 0 250 1
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, #
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
-
0 - -
0 - -
0 - -
0 -
-
0 - -
0 - -
0 - -
0 -
95 95 95 95 95 95 95 95 95 95 95 95
2 2 2 2 2 2 2 2 2 3 3 3
0 0 2 9 0 2 0 356 2 0 263 1
Maior/Minor Minor2 Minprll
Conflicting Flow All 619 622 264 620 621
Stage 1 264 264 -
357 357
Stage 2 356 358 -
263 264
Critical Hdwy 7.12 6.52 6.22 7.12 6.52
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 Hdv/y 3.518 4.018 3.318 3,518 4.018
PotCap-1 Maneuver 401 403 775 400 403
Stage 1 741 690 -
661 628
Stage 2 662 628 - 742 690
Platoon blocked. %
Mov Cap-1 Maneuver 399 403 775 399 403
Mov Cap-2 Maneuver 399 403 -
399 403
Stage 1 741 690 -
661 628
Stage 2 660 628 -
740 690
357 264

6.22 4.12
687

2.218
1300
0 358

4.13 - 2.227
- 1195
- 1195
■ Nb
HCM Control Delay, s/v 9.66

HCM LOS A

13.56 Minor Lane/Maior Mvmk>I^IN.Bl^NBT NBREBLnlWBLnl SBL SBT SBR^ Capacity (veh/h) 1300 - 775 432 1195
HCM Lane V/C Ratio -
- 0.003 0.027 -
HCM Control Delay (s/veh) 0 - 9.7 13.6 0
HCM Lane LOS A A B A
HCM 95th %tile Q(veh) 0 0 0.1 0
LSA
08/09/2024
Synchro 12 Report

Page 5 ends

1736
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 6: Minnewawa Avenue & Shepherd Avenue Existing Year np_pm Peak Hour >
< A t V I V
Movement ■Ml - EBT , -TO.'. ^BflwSuS . NBT. NBR SBL
Lane Configurations r f f f f
Traffic Volume (veh/h) 44 295 111 6 240 88 129 205 24 48 169 36 Future Volume (veh/h) 44 295 111 6 240 88 129 205 24 48 169 36 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 1900 1900 1900 1900 1900 1900 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 46 311 117 6 253 93 136 216 25 51 178 38 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 183 1047 467 32 393 333 311 415 352 191 288 244 Arrive On Green 0.10 0.29 0.29 0.02 0.21 0.21 0.17 0.22 0.22 0.11 0.16 0.16 Sat Flow, veh/h 1810 3610 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Grp Volume(v}, veh/h 46 311 117 6 253 93 136 216 25 51 178 38 Grp Sat Flow(s},veh/h/ln 1810 1805 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Q Serve(g_s), s 1.3 3.7 3.1 0.2 6.7 2.7 3.8 5.6 0.7 1.5 4.9 1.2 Cycle Q Ciear(g_c), s 1.3 3.7 3.1 0.2 6.7 2.7 3.8 5.6 0.7 1.5 4.9 1.2 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 183 1047 467 32 393 333 311 415 352 191 288 244 V/C Ratio(X) 0.25 0.30 0.25 0.19 0.64 0.28 0.44 0.52 0.07 0.27 0.62 0.16 Avail Cap(c_a), veh/h 689 2225 992 689 1171 992 678 1153 977 673 1143 969 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 22.9 15.2 15.0 26.7 20.0 18.4 20.3 18.9 17.0 22.6 21.8 20.2 Incr Delay (d2), s/veh 0.3 0.2 0.4 1.1 2.9 0.7 0.4 1.1 0.1 0.3 3.0 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 0.5 1.2 0.9 0.1 2.8 0.9 1.4 2.2 0.2 0.6 2.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 23.2 15.5 15.4 27.8 22.9 19.2 20.7 20.0 17.1 22.9 24.8 20.6 LnGrp LOS C B B 0 C B C B B C C C
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
474

16.2 B
352

22.0 C
377

20.1 C
267

23.8 C
Phs Duration (G+Y+Rc), s 13.6 14.6 9.6 17.4 10.0 18.2 5.0 22.0 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 5.8 6.9 3.3 8.7 3.5 7.6 2.2 5.7 Green ExtTime (p_c), s 0.1 1.6 0.0 2.7 0.0 1.3 0.0 3.4
HCM 7th Control Delay, s/veh
HCM 7th LOS

20.0 B
LSA
08/09/2024
Synchro 12 Report

Page 6 ends

1737
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year VVP_AM Peak Hour
>
> <
<
A t A
V i V
Movement ■ liBL^^'EBT ■ EBR - WBT SBT SBR
Lane Configurations f f y f f
Traffic Volume (veh/h) 80 130 182 90 139 142 103 693 51 68 611 54 Future Volume (veh/h) 80 130 182 90 139 142 103 693 51 68 611 54 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 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 82 134 188 93 143 146 106 714 53 70 630 56 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 156 429 363 165 181 185 172 1496 464 146 1415 439 Arrive On Green 0.09 0.23 0.23 0.09 0.21 0.21 0.10 0.29 0.29 0.08 0.28 0.28 Sat Flow, veh/h 1767 1856 1572 1781 848 866 1781 5106 1585 1767 5066 1572 Grp Voiume(v), veh/h 82 134 188 93 0 289 106 714 53 70 630 56 Grp Sat Flow(s),veh/h/ln 1767 1856 1572 1781 0 1714 1781 1702 1585 1767 1689 1572 Q Serve{g_s), s 3.3 4.4 7.7 3.7 0.0 11.7 4.2 8.4 1.8 2.8 7.5 2.0 Cycle Q Clear(g_c). s 3.3 4.4 7.7 3.7 0.0 11.7 4.2 8.4 1.8 2.8 7.5 2.0 Prop In Lane 1.00 1.00 1.00 0.51 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 156 429 363 165 0 366 172 1496 464 146 1415 439 V/C Ratlo(X) 0.52 0.31 0.52 0.56 0.00 0.79 0.62 0.48 0.11 0.48 0.45 0.13 Avail Cap{c_a), veh/h 332 593 503 373 0 548 356 2731 848 354 2709 841 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 32.0 23.4 24.7 31.9 0.0 27.3 31.9 21.4 19.0 32.2 21.8 19.8 Incr Delay (d2). s/veh 1.0 0.4 1.1 3.0 0.0 8.7 1.3 0.2 0.1 0.9 0.7 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 1.4 1.8 0.1 1.6 0.0 5.3 1.8 3.2 0.6 1.2 2.9 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.0 23.8 25.8 34.9 0.0 36.0 33.3 21.6 19.1 33,1 22.5 20.2 LnGrp LOS C C 0 C D C C B C C 0
Approach Vol, veh/h 404 382 873 756
Approach Delay, s/veh 26.6 35.8 22.9 23.3
Approach LOS C D C C
l^lmer-/^signed Phs 1 " 2 3 4 6 8 1
Phs Duration (G+Y+Rc), s 12.4 26.2 12.7 22.2 11.4 27.2 11.4 23.5 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 g'dl 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 6.2 9.5 5.3 13.7 4.8 10.4 5.7 9.7 IH Green Ext Time (p_c), s 0.1 11.0 0.0 2.0 0.0 5.7 0.1 1.1 HCM 7th Control Delay, s/veh
HCM 7th LOS

25.7 C
LSA
08/12/2024
Synchro 12 Report

Page 1 ends

1738
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
2: Willow Avenue &Perrin Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
> > ^ t ^ i V
lyiovement EEL Mm NBL NBT _l SEl
Lane Configurations f A r
Traffic Volume (veh/h) 172 167 88 698 0 797 118
Future Volume (veh/h) 172 167 88 698 0 797 118
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 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
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1856 1856
Adj Flow Rate, veh/h 177 172 91 720 822 122
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 3 3
Cap, veh/h 328 292 382 3125 1949 605
Arrive On Green 0.18 0.18 0.11 0.61 0.38 0.38
Sat Flow, veh/h 1781 1585 3456 5274 5233 1572
Grp Vo[ume{v), veh/h 177 172 91 720 822 122
Grp Sat Fiow(s),veh/h/ln1781 1585 1728 1702 1689 1572
Q Serve(g_s), s 4.9 5.4 1.3 3.4 6.4 2.8
Cycle Q Ciear(g_c), s 4.9 5.4 1.3 3.4 6.4 2.8
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 328 292 382 3125 1949 605
V/C Ratio(X) 0.54 0.59 0.24 0.23 0.42 0.20
Avail Cap{c_a), veh/h 816 726 878 3125 2753 855
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 19.9 20.1 21.9 4.7 12.2 11.1
Incr Delay (d2), s/veh 3.8 5.1 0.1 0.1 0.5 0.6
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/lf2.1 2.1 0.5 0.9 2.2 0.9
Unsig. Movement Delay, s/veh
LnGrp Deiay(d), s/veh 23.7 25.3 22.0 4.9 12.7 11.6
LnGrp LOS C C C A B B
Approach Vol, veh/h 349 811 944
Approach Delay, s/veh 24.5 6.8 12.5
Approach LOS C A B
Phs Duration (G+Y+Rc), t2.3 26.4 38.7 15.2
Change Period (Y+Rc), s 6.3 5.7 5.7 5.3
Max Green Setting (Gmak?,.? 29.3 29.3 24.7
Max Q Clear Time (g_c+l19,i 8.4 5.4 7.4
Green Ext Time (p_c). s 0.1 12.3 10.8 2.6
HCM 7th Control Delay, s/veh 12.3
HCM 7th LOS B
User approved ignoring U-Tuming movement.

ISA
08/12/2024
Synchro 12 Report

Page 2 ends

1739
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR til Lane Configurations 4 4»
Traffic Vol, veh/h 0 246 2 2 365 1 48 0 0 1 0 0
Future Vol, veh/h 0 246 2 2 365 1 48 0 0 1 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 11 lilW P :

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 81 81 81 81 81 81 81 81 81 81 81 81 'mam Heavy Vehicles, % 3 3 3 1 1 1 2 2 2 0 2 0
Mvmt Flow 0 304 2 2 451 1 59 0 0 1 0 0
LJ/Ooprl ef^^lBifo^lnor
Conflicting Flow All 452 0 0 306 0 0 760 762 305 760 762 Stage 1
- - - -
- 305 305 -
456 456
Stage 2
- - - -
- 456 457 -
304 306
Critical Hdwy 4.13 - 4.11 -
- 7.12 6.52 6.22 7.1 6.52
Critical Hdwy Stg 1
- - - -
- 6.12 5.52 -

6.1 5.52
Critical Hdwy Stg 2
- - - -
- 6.12 5.52 -6.1 5.52
Follow-up Hdwy 2.227 -
- 2.209 -
- 3.518 4.018 3.318 3.5 4.018
Pot Cap-1 Maneuver 1103 -
- 1260 -
- 322 335 735 325 335
Stage 1
- - - -
- 705 662 -
588 568
Stage 2
- - - -
- 584 568 -
710 661
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 1103 -
- 1260 -
- 321 334 735 324 334
Mov Cap-2 Maneuver - - - -
- 321 334 -
324 334
Stage 1
- - - -
- 705 662 -
586 567
Stage 2
- - - -
- 583 566 -710 661
451

6.2 3.3
612
Appxpacti^ IB
HCM Control Delay, s/v

HCM LOS

0.04 18.71
C
Minor Lane/Maior Mvmt .NBLnl EBL EBT EBR WBL WBT WBRSBLn4 Capacity (veh/h) 321 1103 - 1260 - 324
HCM Lane V/C Ratio 0.184 -
- 0.002 - 0.004
HCM Control Delay (s/veh) 18.7 0 - 7.9 - 16.1
HCM Lane LOS C A A c
HCM 95th %tile Q(veh) 0.7 0 0 0
ISA
08/12/2024
Synchro 12 Report

Page 3 ends

1740
AGENDA ITEM NO. 15.

HCM 7th AWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
Intersection
Intersection Delay, s/veh 89.2
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4*
Traffic Vol, veh/h 8 162 125 25 222 253 85 240 19 175 207 4 Future Vol, veh/h 8 162 125 25 222 253 85 240 19 175 207 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.92 0.97 0.97 0.97 0.97 Heavy Vehicles, % 3 3 3 1 1 1 3 3 3 3 3 3
Mvmt Flow 8 167 129 26 229 261 88 261 20 180 213 4
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
approach EB ^WB uHH 1 NB SB . . JBH
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
HCM Control Delay, s/veh 39.3 149.9 60.8 75

HCM LOS E F F F
Lane NBLnl EBLnl WBLnii^Bttii
Vol Left, % 25% 3% 5% 45%
Vol Thru. % 70% 55% 44% 54%
Vol Right, % 6% 42% 51% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 344 295 500 386
LTVol 85 8 25 175
Through Vol 240 162 222 207
RTVol 19 125 253 4
Lane Flow Rate 368 304 515 398
Geometry Grp 1 1 1 1
Degree of Util (X) 0.919 0.77 1.23 0.985
Departure Headway (Hd) 9.809 9.91 8.592 9.708
Convergence, Y/N Yes Yes Yes Yes
Cap 372 368 423 378
Service Time 7.809 7.91 6.666 7.708
HCM Lane V/C Ratio 0.989 0.826 1.217 1.053
HCM Control Delay, s/veh 60.8 39.3 149.9 75
HCM Lane LOS F E F F
HCM 95th-tlle Q 9.5 6.3 21 11.4
ISA
08/12/2024
Synchro 12 Report

Page 4 ends

1741
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
Int Delay, s/veh
Movement

0.4 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations 4*
Traffic Vol, veh/h 8 0 3 4 0 2 3 329 11 2 395 6
Future Voi, veh/h 8 0 3 4 0 2 3 329 11 2 395 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Controi 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 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 2 2 2 2 2 3 3 3 3 3 3
Mvmt Flow 9 0 3 4 0 2 3 362 12 2 434 7
Major/Minor .._Minor2
Conflicting Flow All 810 822 437 813 819
Stage 1 442 442 -
374 374
Stage 2 368 380 -
438 445
Critical Hdwy 7.12 6.52 6.22 7.12 6.52
Critical Hdwy Stg 1 6.12 5.52 -

6.12 5.52
Critical Hdwy Stg 2 6.12 5.52 -

6.12 5.52
Foilow-up Hdwy 3.518 4.018 3.318 3.518 4.018
PotCap-1 Maneuver 299 309 619 297 310
Stage 1 595 576 -
647 618
Stage 2 652 614 -
597 575
Platoon blocked, %
Mov Cap-1 Maneuver 296 307 619 294 308
Mov Cap-2 Maneuver 296 307 -
294 308
Stage 1 593 575 -
644 615
Stage 2 647 611 ■
592 573
368 441

6.22 4.13

3.318
678

2.227
1114
0 374

4.13 - 2.227
- 1179
- 1179
'EB® " rnimiPiii'f
HCM Controi Delay, s/v15.82

HCM LOS C

15.12 C

0.07 0.04
Minor Lane/Major MvmlH^flNBL NBT NBREBLnlWBLnT SBL SBT SBi Capacity (veh/h) 16 -
- 345 362 9 -
HCM Lane V/C Ratio 0.003 -
- 0.035 0.018 0.002 -
HCM Control Delay (s/veh) 8.2 0 - 15.8 15.1 8.1 0
HCM Lane LOS A A C C A A
HCM 95th %tile Q(veh) 0
-
- 0.1 0.1 0
-
ISA
08/12/2024
Synchro 12 Report

Page 5 ends

1742
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project Existing Year WP_AM Peak Hour
> > < A t A
V 1 V
Movement >^EBT EBR ^Wi/BY WBR>" NBT Hbr - SBL
Lane Configurations ft r t f + f f f
Traffic Volume (veh/h) 34 318 128 14 265 148 120 162 18 121 221 34 Future Volume (veh/h) 34 318 128 14 265 148 120 162 18 121 221 34 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 1900 1900 1900 1900 1900 1900 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 37 346 139 15 288 161 130 176 20 132 240 37 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, % 0 0 0 0 0 0 2 2 2 3 3 3
Cap, veh/h 153 984 439 73 434 368 290 354 300 289 353 299 Arrive On Green 0.08 0.27 0.27 0.04 0.23 0.23 0.16 0.19 0.19 0.16 0.19 0.19 Sat Flow, veh/h 1810 3610 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Grp Volume(v), veh/h 37 346 139 15 288 161 130 176 20 132 240 37 Grp Sat Flow{s),veh/h/ln 1810 1805 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Q Serve(g_s}, s . 1.1 4.6 4.1 0.5 8.2 5.1 3.9 5.0 0.6 4.0 7.2 1.2 Cycle Q Clear(g_c), s 1.1 4.6 4.1 0.5 8.2 5.1 3.9 5.0 0.6 4.0 7.2 1.2 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 153 984 439 73 434 368 290 354 300 289 353 299 V/C Ratio(X) 0.24 0.35 0.32 0.20 0.66 0.44 0.45 0.50 0.07 0.46 0.68 0.12 Avail Cap(c_a), veh/h 635 2051 915 635 1080 915 625 1063 901 620 1054 894 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 25.6 17.5 17.3 27.8 21.0 19.8 22.6 21.7 19.9 22.6 22.5 20.1 Incr Delay (d2), s/veh 0.3 0.3 0.6 0.5 2.9 1.3 0.4 1.2 0.1 0.4 3.3 0.3 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 0.4 1.6 1.3 0.2 3.4 1.8 1.5 2.0 0.2 1.6 3.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay{d), s/veh 25.9 17.8 18.0 28.3 23.8 21.1 23.0 22.9 20.0 23.1 25.8 20.4 LnGrp LOS C B B C C C C C C C C C
Approach Vol, veh/h 522 464 326 409
Approach Delay, s/veh 18.4 23.0 22.8 24.4
Approach LOS B C C C
fimer-MsPgned Phs r ™^T"' -r.-. —1
Phs Duration (G+Y+Rc), s 13.7 17.4 9.1 19.7 13.8 17.3 6.4 22.3 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 5.9 9.2 3.1 10.2 6.0 7.0 2.5 6.6 Green Ext Time {p_c), s 0.1 2.2 0.0 3.4 0.1 1.0 0.0 3.9 HCM 7th Control Delay, s/veh
HCM 7th LOS

21.9 C
ISA
08/12/2024
Synchro 12 Report

Page 6 ends

1743
AGENDA ITEM NO. 15.

HCM 7th TWSC
7: Peach Avenue & Project Driveway 1
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
Int Delay, s/veh
Movement
0 WBL WBR NBT NBR SBL SBT
Lane Configurations Y 4
Traffic Voi, veh/h 0 48 0 0 5 0
Future Vol, veh/h 0 48 0 0 5 0
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 0 52 0 0 5 0
Conflicting Flow All 11
Stage 1 0
Stage 2 11
Critical Hdwy 6.42
Critical Hdwy Stg 1 5.42
Critical Hdwy Stg 2 5.42
Foilow-up Hdwy 3.518
PotCap-1 Maneuver 1009
Stage 1
Stage 2 1012
Platoon blocked, %
MovCap-1 Maneuver 1009
Mov Cap-2 Maneuver 1009
Stage 1
Stage 2 1012
0 0

6.22 3.318
0 0 0

4.12 - 2.218
HCM Control Delay, s/v

HCM LOS
t/llnor Lane/Major MvmW'^V;^^^jNBT NBRWBLnl
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s/veti)
HCM Lane LOS
HCM 95th %tile Q(veh)
LSA
08/12/2024
Synchro 12 Report

Page 7 ends

1744
AGENDA ITEM NO. 15.

HCM 7th TWSC
8: Project Driveway 2 & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing YearWP_AM Peak Hour
Intersection
Int Delay, s/veh 0.4
Lane Configurations f f
Traffic Vol, veh/h 243 5 0 311 0 21
Future Vol, veh/h 243 5 0 311 0 21
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 264 5 0 338 0 23
Maior/Minor Maiori 1^aior2 .
\^inor1
Conflicting Flow All 0 0 - - -
267
Stage 1
- - - - - -
Stage 2
- - - - - -
Critical Hdwy - - - ■ - -

6.22 Critical Hdv/y Stg 1
- - - - - -
Critical Hdiwy Stg 2
- - - - - -
Follow-up Hdwy - - - - -

3.318
Pot Cap-1 Maneuver - -
0 -
0 772
Stage 1
- -
0 -
0 -
Stage 2 - -
0 -
0 -
Platoon blocked, %
- - -
Mov Cap-1 Maneuver - - - - -
772
Mov Cap-2 Maneuver - - - - - -
Stage 1
- - - - - -
Stage 2
- - - - - -
mi
HCM Control Delay, s/v

HCM LOS
Capacity (veh/h) 772
HCM Lane V/C Ratio 0.03
HCM Control Delay (s/veh) 9.8
HCM Lane LOS A
HCM 95th%meQ(veh) 0.1
EBT EBi^
ISA
08/12/2024
Synchro 12 Report
Pages
1745
AGENDA ITEM NO. 15.

HCM 7th TWSC
9: Project Driveway 3 & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations f f
Traffic Vol, veh/h 254 10 22 311 0 28
Future Vol, veh/h 254 10 22 311 0 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -None
Storage Length - -
100 ■ -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 276 11 24 338 0 30
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
0 287 0

4.12 2.218
1275
- 1275
282
- 6.22
- 3.318
0 757
0 0
- 757
HCM Control Delay, s/v

HCM LOS

0.52 v«J3LnfeOT« EBR
Capacity (veh/h) 757 - 1275
HCM Lane V/C Ratio 0.04 - 0.019
HCM Control Delay (s/veh) 10 - 7.9
HCM Lane LOS A A
HCM 95th %tile Q(veh) 0.1 - 0.1
LSA
08/12/2024
Synchro 12 Report

Page 9 ends

1746
AGENDA ITEM NO. 15.

HCM 7th TWSC
10: Project Driveway 4 & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_AM Peak Hour
Intersection
Int Delay, s/veh 0.6
Lane Configurations y f r
Traffic Vol, veh/h 274 7 0 333 0 41
Future Vol, veh/h 274 7 0 333 0 41
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 298 8 0 362 0 45
^iajor/Mlnor Majorl Major2 Minorl
Conflicting Flow All
Stage 1
Stage 2
Criticai Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Foiiow-up Hdwy
PotCap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Approach
HCM Control Delay, s/v

HCM LOS
0 0 302
- 3.3 8
0 738
Minor Lane/Maior Mynit NBLnl EBT EBR WB"
Capacity (veh/h) 738 - - ,
HCM Lane V/C Ratio 0.06
HCM Control Delay (s/veh) 10.2 - ...

HCM Lane LOS B
HCM 95th %tlle Q(veh) 0.2 - -
ISA
08/12/2024
Synchro 12 Report

Page 10 ends

1747
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
1: Willow Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
>
>
<
t A
V V
Movement-^^I^^^Hj1*- -EBT- EBR WBL " WBT' XA/DP^ -SBK
Lane Configurations t f h f f
Traffic Volume (veh/h) 21 109 121 94 141 124 119 731 120 103 560 40 Future Volume (veh/h) 21 109 121 94 141 124 119 731 120 103 560 40 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, veti/h/ln 1870 1870 1870 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 24 127 141 109 164 144 138 850 140 120 651 47 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 0 0 0 1 1 1 0 0 0
Cap, veh/h 74 348 295 167 202 177 174 1778 552 171 1780 552 Arrive On Green 0.04 0.19 0.19 0.09 0.22 0.22 0.10 0.35 0.35 0.09 0.34 0.34 Sat Flow, veh/h 1781 1870 1585 1810 933 819 1795 5147 1598 1810 5187 1610 Grp Volume(v). veh/h 24 127 141 109 0 308 138 850 140 120 651 47 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1810 0 1753 1795 1716 1598 1810 1729 1610 Q Serve(g_s), s 1.0 4.7 6.2 4.6 0.0 13.1 5.9 10.2 4.9 5.0 7.4 1.6 Cycle Q Clear{g_c), s 1.0 4.7 6.2 4.6 0.0 13.1 5.9 10.2 4.9 5.0 7.4 1.6 Prop In Lane 1.00 1.00 1.00 0.47 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 74 348 295 167 0 380 174 1778 552 171 1780 552 V/C Ratio(X) 0.32 0.37 0.48 0.65 0.00 0.81 0.79 0.48 0.25 0.70 0.37 0.09 Avail Cap(c_a), veh/h 313 560 475 355 0 525 336 2577 800 339 2597 806 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 36.5 27.9 28.5 34.4 0.0 29.2 34.7 20.1 18.4 34.5 19.4 17.4 Incr Delay (d2), s/veh 0.9 0.8 1.5 1.6 0.0 10.5 3.1 0.6 0.8 2.0 0.4 0.2 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 %ile BackOfQ(50%),veh/ln 0.4 2.0 2.3 2.0 0.0 6.2 2.7 4.0 1.8 2.3 2.9 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.5 28.7 30.0 36.0 0.0 39.7 37.8 20.8 19.2 36.4 19.8 17.7 LnGrp LOS D C C D D D C B D B B
Approach Vol, veh/h 292 417 1128 818
Approach Delay, s/veh 30.0 38.7 22.7 22.1 .

Approach LOS C D C C
pTmir-Tfesighed Phs 1 2 3 4 5 7 " T' 1
Phs Duration (G+Y+Rc), s 12.9 32.6 9.5 23.5 12.7 32.8 11.9 21.1 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 7.9 9.4 3.0 15.1 7.0 12.2 6.6 8.2 Green Ext Time {p_c), s 0.1 11.3 0.0 1.9 0.1 15.0 0.1 1.1 « r :v
HCM 7th Control Delay, s/veh
HCM 7th LOS

25.8 0
LSA
08/12/2024
Synchro 12 Report

Page 1 ends

1748
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
2: Willow Avenue &Perrin Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Movement
> > ^ t i V
EBL EBR NBL NBT„SBU SBT
0 Lane Configurations ^ f ^ tff
Traffic Volume (veh/h) 136 193 199 899 0 697
Future Volume (veh/h) 136 193 199 899
Initial Q (Qb), veh 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00
Parking Bus, Ad] 1.00 1.00 1.00 1.00
Work Zone On Approach No No
Ad] Sat Flow, veh/h/ln 1870 1870 1870 1870
Adj Flow Rate, veh/h 143 203 209 946
Peak Hour Factor 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2
Cap, veh/h 352 313 476 3054
Arrive On Green 0.20 0.20 0.14 0,60
Sat Flow, veh/h 1781 1585 3456 5274
697
0 1.00

1.00 No
1856
734

0.95 3
1759

0.35 5233
r
102
102
0 1.00

1.00 1.00
1856
107

0.95 3
546

0.35 1572
Grp Volume(v), veh/h 143 203 209 946 734 107
GrpSatFlow(s),veh/h/ln1781 1585 1728 1702 1689 1572
Q Serve(g_s}, s 3.9 6.6 3.1 5.1 6.2 2.7
Cycle Q Clear(g_c), s 3.9 6.6 3.1 5.1 6.2 2.7
Prop in Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 352 313 476 3054 1759 546
V/CRatlo{X) 0.41 0.65 0.44 0.31 0.42 0.20
Avail Cap(c_a), veh/h 776 691 849 3054 2661 826
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Fiiter(l) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d),s/veh 19.5 20.6 22.1 5.5 13.9 12.7
Incr Delay (d2), s/veh 2.1 6.1 0.2 0.2 0.5 0.6
Initial Q Deiay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%lleBackOfQ(50%),veh/ln].6 2.6 1.2 1.4 2.2 0.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.6 26.7 22.3 5.7 14.4 13.3
LnGrp LOS C C C A B B
Approach Vol, veh/h 346
Approach Delay, s/veh 24.6
Approach LOS C
timer-Assigned Phs 1
1155

8.7 A
841

14.3 B
8 Phs Duration (G+Y+Rc), t4.0 25.1
Change Period (Y+Rc), s 6.3 5.7
Max Green Setting (Gmaijt.^ 29.3
Max Q Clear Time (g_c+l15,'b 8.2
Green Ext Time (p_c), s 0.2 11.2
Intersection Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

39.1 5.7

29.3 7.1

13.4 16.7

5.7 24.3

8.6 2.5

13.1 B
User approved ignoring U-Turning movement.

LSA
08/12/2024
Synchro 12 Report

Page 2 ends

1749
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Intersection
!nt Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations 4
Traffic Vol, veh/h 1 312 8 8 307 0 33 0 0 0 0
Future Vol, veh/h 1 312 8 8 307 0 33 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop RT Channelized - -
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
Heavy Vehicles. % 2 2 2 0 0 0 0 0 0 0 0
Mvmt Flow 1 332 9 9 327 0 35 0 0 0 0
Conflicting Flow All 327 0 0 340 0 0 682 682 336 678 686 Stage 1
- - - - - -
338 338 -
344 344
Stage 2
- - - - - -
344 344 -
334 343
Critical Hdwy 4.12 - -

4.1 - -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
Foilow-up Hdwy 2.218 - -

2.2 - -3.5 4 3.3 3.5 4
PotCap-1 Maneuver 1233 - -
1230 - -367 375 710 369 373
Stage 1
- - - - - -
680 644 -676 641
Stage 2 - - - - - -
676 641 -684 641
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 1233 - -
1230 - -363 371 710 366 369
Mov Cap-2 Maneuver - - - - - -
363 371 -
366 369
Stage 1
- - - - - -
680 643 -670 635
Stage 2 669 635 '
683 641
■Pmmhaj|H
HCM Control Delay, s/v 0.02 0.2 15.99 10.01

HCM LOS C B
Minor Lane/Major Mvmt ' WLn1 EBL EBT EBR- WBt WBf WBRiSBLnP Capacity (veh/h) 363 6 - -
1230 - -719
HCM Lane V/C Ratio 0.097 0.001 - -0.007 - -

0.001
HCM Control Delay (s/veh) 16 7.9 0
-

7.9 - -
10 HCM Lane LOS C A A
-
A
- -
B
HCM 95th %tile Q(veh) 0.3 0
- -
0 - -
0 1
1 0
3P
• None
94 0
1 6.2

3.3 LSA
08/12/2024
Synchro 12 Report

Page 3 ends

1750
AGENDA ITEM NO. 15.

HCM 7thAWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Intersection Delay, s/veh
Intersection LOS

91.1 F
ebt- VVBf'^HE:* - ' NBT" NBR* m.-
Lane Configurations 4^ 4* 4* 4*
Traffic Vol, veh/h 5 197 82 15 233 179 127 259 30 187 168 7 Future Vol, veh/h 5 197 82 15 233 179 127 259 30 187 168 7 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 5 212 88 16 251 192 137 278 32 201 181 8
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
W^ach -
SKW.J '■m" .7
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 43.6 110.7 114.8 78.1

HCM LOS E F F F
Vol Left, %
Vol Thru,%
Vol Right. %
Sign Control
Traffic Vol by Lane
LTVol
Through Vol
RTVol
Lane Flow Rate
Geometry Grp
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-tile Q
31%
62%
7%
Stop
416
127
259
30 447
1 1.122

9.582
Yes
380

7.582

1.176
114.8
F

15.8 2%
69%
29%
Stop
284
5 197
82 305
1 0.797

10.273
Yes
354

8.273

0.862

43.6 E

6.7 4%
55%
42%
Stop
427
15 233
179
459
1 1.114

9.267
Yes
395

7.267

1.162
110.7
F

15.8 52%
46%
2%
Stop
362
187
168
7 389
1 0.992

10.005
Yes
366

8.005

1.063

78.1 F

11.4 LSA
08/12/2024
Synchro 12 Report

Page 4 ends

1751
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Intersection
Int Delay, s/veh
Movement

0.3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h
Future Vol, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Length
Veh in Median Storage, #
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
4^ 4*
0 0 2 9 0 2 0 404 2 0 289 1
0 0 2 9 0 2 0 404 2 0 289 1
0 0 0 0 0 0 0 0 0 0 0 0
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free - -
None - -None - -
None . ■None
-
0 - -
0 - -
0 - -
0 -
-
0 - -
0 - -
0 - -
0 95 95 95 95 95 95 95 92 95 95 95 95
2 2 2 2 2 2 2 2 2 3 3 3
0 0 2 9 0 2 0 439 2 0 304 1
Mlior/Minor .Jmm
Conflicting Flow All 744 746 305 744 745
Stage 1 305 305 -
440 440
Stage 2 439 441 -
304 305
Critical Hdwy 7.12 6.52 6.22 7.12 6.52
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
PotCap-1 Maneuver 331 342 735 330 342
Stage 1 705 662 -
596 577
Stage 2 597 577 -
705 662
Platoon blocked, %
Mov Cap-1 Maneuver 330 342 735 329 342
Mov Cap-2 Maneuver 330 342 -
329 342
Stage 1 705 662 -
596 577
Stage 2 595 577 -
703 662
440 305

6.22 4.12

3.318 2.218
617 1256
0 0 441 0 0

4.13 - 2.227
- 1113
Approach w
HCM Control Delay, s/v 9.91

HCM LOS A

15.33 C
Capacity (veh/h) 1256
HCM Lane V/C Ratio
HCM Control Delay (s/veh) 0
HCM Lane LOS A
HCM 95th %tiie Q(veh) 0
Minor Lane/MajorMyiiiaiMyi^m NBt^^pMLrlB
- 735
- 0.003
- 9.9
A
0 360

0.032

15.3 C

0.1 1113
0 A
0 LSA
08/12/2024
Synchro 12 Report

Page 5 ends

1752
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project Existing Year WP^PM Peak Hour
>
> r < t V i V
Moveitient. ■ EEL EBT EBR -iWBL WBT WBR NBL NET NBR SBL SBT SBR Lane Configurations f f r f f f f
Traffic Volume (veh/h) 44 295 111 6 240 123 129 236 24 68 188 36 Future Volume (veh/h) 44 295 111 6 240 123 129 236 24 68 188 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 100 1.00 1.00 1.00 100 1.00 1.00 1.00 100 100 1.00 Ped-Bike Adj(A_pbT) 100 100 1.00 1.00 100 100 100 100
Parking Bus, Ad] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 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 Ad] Flow Rate, veh/h 46 311 117 6 253 129 136 248 25 72 198 38 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 181 1050 469 32 396 336 305 386 327 233 310 262 Airlve On Green 0.10 0.29 0.29 0.02 0.21 0.21 0.17 0.21 0.21 0.13 0.17 0.17 Sat Flow, veh/h 1810 3610 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Grp Volume(v), veh/h 46 311 117 6 253 129 136 248 25 72 198 38 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1900 1610 1781 1870 1585 1767 1856 1572 Q Serve(g_s), s 13 3.8 3.1 0.2 6.9 3.9 3.9 6.9 0.7 2.1 5.6 1.2 Cycle Q Clear(g_c), s 1.3 3.8 3.1 0.2 6.9 3.9 3.9 6.9 0.7 2.1 5.6 1.2 Prop In Lane 100 1.00 1.00 1.00 100 1.00 1.00 100
Lane Grp Cap{c), veh/h 181 1050 469 32 396 336 305 386 327 233 310 262 V/C Ratio(X) 0.25 0.30 0.25 0.19 0.64 0.38 0.45 0.64 0.08 0.31 0.64 0.14 Avail Cap(c_a), veh/h 671 2168 967 671 1141 967 661 1123 952 656 1114 944 HCM Platoon Ratio 100 100 1.00 1.00 1.00 1.00 1.00 100 100 1.00 100 100 Upstream Filter(l) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 100 100 Uniform Delay (d), s/veh 23.5 15.6 15.3 27.4 20.5 19.3 21.0 20.5 18.1 22.2 22.0 20.1 Incr Delay (d2), s/veh 0.3 0.2 0.4 1.1 2.8 1.2 0.4 1.9 0.1 0.3 3.1 0.4 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 %iie BackOfQ(50%),veh/in 0.5 13 1.0 0.1 2.8 1.3 1.4 2.8 0.2 0.8 2.5 0.4 Unsig. Movement Delay, s/veh
LnGrp Deiay(d), s/veh 23.8 15.8 15.8 28.5 23.3 20.5 21.4 22.5 18.2 22.5 25.1 20.5 LnGrp LOS C B B C C c 0 0 B 0 C C
Approach Voi, veh/h 474 388 409 308
Approach Delay, s/veh 16.6 22.4 219 23.9
Approach LOS B C C C
Phs Duration (G+Y+Rc), s 13.7 15.4 9.7 17.8 115 17.7 5.0 22.5 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 34.0 210 34.0 210 34.0 Max Q Clear Time (g_c+l1), s 5.9 7.6 3.3 8.9 4.1 8.9 2.2 5.8 Green Ext Time (p_c), s 0.1 1.8 0.0 2.9 0.1 1.4 0.0 3.4 HCM 7th Control Delay, s/veh
HCM 7th LOS

20.8 C
ISA
08/12/2024
Synchro 12 Report

Page 6 ends

1753
AGENDA ITEM NO. 15.

HCM 7th TWSC
7: Peach Avenue & Project Driveway 1
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Int Delay, s/veh
Movement
0 WBL WBR NBT NBR SBL SBT
Lane Configurations V h 4
Traffic Vol, veh/h 0 33 0 0 16 0
Future Vol, veh/h 0 33 0 0 16 0
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 Flovi/ 0 36 0 0 17 0
Maior/Mlnor - .v-Ml£Minct^l'i:^
Conflicting Flow All 35
Stage 1 0
Stage 2 35
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 978
Stage 1
-
Stage 2 988
Platoon blocked, %
Mov Cap-1 Maneuver 978
Mov Cap-2 Maneuver 978
Stage 1
-
Stage 2 988
0 0

6.22 3.318
0 0 0

4.12 - 2.218
•J>. ■,
Approach if it. ■i.-.feiJ - .

HCM Control Delay, s/v

HCM LOS
Minor Lane/Major MvottCapacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s/veh)
HCM Lane LOS
HCM 95th%tlleQ(veh)
LSA
08/12/2024
Synchro 12 Report

Page 7 ends

1754
AGENDA ITEM NO. 15.

HCM 7th TWSC
8: Project Driveway 2 & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations h t f
Traffic Vol, veh/h 292 16 0 310 0 14
Future Vol, veh/h 292 16 0 310 0 14
Conflicting Peds, M\r 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 317 17 0 337 0 15
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
326
- 6.22
- 3.318
0 715
0 0
- 715
HCM Control Delay, s/v

HCM LOS
Minor Lane/Maior Mvmt -«- NBLnl EBlijii
Capacity (veh/h) 715 -
HCM Lane V/C Ratio 0.021 -
HCM Control Delay (s/veh) 10.1 -
HCM Lane LOS B
-
HCM 95th %tile Q(veh} 0.1 -
ISA
08/12/2024
Synchro 12 Report

Page 8 ends

1755
AGENDA ITEM NO. 15.

HCM 7th TWSC
9: Project Driveway 3 & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
Int Delay, s/veh
Movement

1.1 ~EBT EBR WBL WBT NBL NBR
Lane Configurations t r
Traffic Vol, veh/h 275 31 71 310 0 19
Future Vol, veh/h 275 31 71 310 0 19
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free stop stop
RT Channelized -
None -None -
None
Storage Length - -
100 - -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 299 34 77 337 0 21
Major/Minor . ■ j.

Conflicting Flow All 0 0 333 0 -
316
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2

4.12 2.218
1227
- 1227

6.22 - 3.318
0 725
0 0
- 725
^EBHCM Control Delay, s/v

HCM LOS
I m

1.52 Minor Lane/Ma|or Mvmt • . NBLnl EBT EBR WBL WB
Capacity (veh/h) 725 - 1227
HCM Lane V/C Ratio 0.028 - 0.063
HCM Control Delay (s/veh) 10.1 - 8.1
HCM Lane LOS B A
HCM 95th %tlle Q(veh) 0.1 - - 0.2
LSA
08/12/2024
Synchro 12 Report

Page 9 ends

1756
AGENDA ITEM NO. 15.

HCM 7th TWSC
10: Project Driveway 4 & Behymer Avenue
De Young Properties Peach and Behymer Project
Existing Year WP_PM Peak Hour
fntersection
Int Delay, s/veh 0.4
EBT EBr m WBT"
Lane Configurations
Traffic Vol, veh/h
Future Vol, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Length
Veh in Median Storagr
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
270 24 0 381 28
270 24 0 381 0 28
0 0 0 0 0 0
Free Free Free Free Stop Stop
-
None -None -None
- - - - -
0 ,# 0
- -
0 0
-
0 - -
0 0
-
92 92 92 92 92 92
2 2 2 2 2 2
293 26 0 414 0 30
Major/Minor Majorl Major2 Minorl
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
PotCap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
HCM Control Delay, s/v

HCM LOS
0 0 307
U
- 3.3 8
0 733
Minor Lane/Maior Mvmt NBLnl EBT EBR WBT
Capacity (veh/h) 733 - - :

HCM Lane V/C Ratio 0.041
HCM Control Delay (s/veh) 10.1 - T -
HCM Lane LOS B - - -
HCM 95th%tileQ(veh) 0.1 -
LSA
08/12/2024
Synchro 12 Report

Page 10 ends

1757
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 1: Willow Avenue & Behymer Avenue Near Term WP_AM Peak Hour >
>
<
A t A
V i V
i^inBWF- EBR mi ■^NBL NBT mw •^SBL- -SBT sbH
Lane Configurations f r *1 n f f
Traffic Volume (veh/h) 81 155 221 213 179 187 149 729 117 90 682 55 Future Volume (veh/h) 81 155 221 213 179 187 149 729 117 90 682 55 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 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 84 160 228 220 185 193 154 752 121 93 703 57 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 144 383 325 258 210 219 190 1544 479 149 1419 441 Arrive On Green 0.08 0.21 0.21 0.14 0.25 0.25 0.11 0.30 0.30 0.08 0.28 0.28 Sat Flow, veh/h 1767 1856 1572 1781 838 875 1781 5106 1585 1767 5066 1572 Grp Volume(v), veh/h 84 160 228 220 0 378 154 752 121 93 703 57 Grp Sat Flow(s),veh/h/ln 1767 1856 1572 1781 0 1713 1781 1702 1585 1767 1689 1572 Q Serve(g_s), s 3.9 6.3 11.3 10.2 0.0 17.9 7.1 10.1 4.9 4.3 9.8 2.3 Cycle Q Clear(g_c), s 3.9 6.3 11.3 10.2 0.0 17.9 7.1 10.1 4.9 4.3 9.8 2.3 Prop In Lane 1.00 1.00 1.00 0.51 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 144 383 325 258 0 429 190 1544 479 149 1419 441 V/C Ratlo(X) 0.58 0.42 0.70 0.85 0.00 0.88 0.81 0.49 0.25 0.63 0.50 0.13 Avail Cap(c_a), veh/h 289 518 439 326 0 478 311 2382 739 308 2363 734 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 37.3 29.0 31.0 35.2 0.0 30.4 36.8 24.0 22.2 37.3 25.3 22.6 Incr Delay (d2), s/veh 1.4 0.9 3.7 13.7 0.0 18.2 3.2 0.8 0.9 1.6 0.9 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 1.7 2.8 4.4 5.2 0.0 9.1 3.2 4.1 1.8 1.9 3.9 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.7 29.9 34.7 48.8 0.0 48.6 40.0 24.8 23.1 38.9 26.2 23.1 LnGrp LOS D C C D D D C C D C C
Approach Vol, veh/h 472 598 1027 853
Approach Delay, s/veh 33.8 48.7 26.9 27.4
Approach LOS C
=—
D C C
jTmer - /^signed Phs 3 4 """IT 1
Phs Duration (G+Y+Rc), s 14.3 29.3 13.1 27.6 12.4 31.2 16.8 23.9 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+l1), s 9.1 11.8 5.9 19.9 6.3 12.1 12.2 13.3 Green Ext Time (p_c), s 0.1 11.8 0.0 1.2 0.1 13.2 0.1 1.4 HCM 7th Control Delay, s/veh
HCM 7th LOS

32.6 C
ISA
08/12/2024
Synchro 12 Report

Page 1 ends

1758
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project 2: Willow Avenue & Perrin Avenue Near Term WP_AM Peak Hour < ^ t V i V
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + t r ? r
Traffic Volume (veh/h) 208 70 191 104 95 31 121 772 79 23 928 201 Future Volume (veh/h) 208 70 191 104 95 31 121 772 79 23 928 201 initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 x-iiiM
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 1870 1870 1870 1900 1900 1900 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 214 72 197 107 98 32 125 796 81 24 957 207 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 .mt
Cap, veh/h 277 310 262 163 190 161 321 2200 683 73 1858 577 Arrive On Green 0.16 0.17 0.17 0.09 0.10 0.10 0.09 0.43 0.43 0.04 0.37 0.37 Sat Flow, veh/h 1781 1870 1585 1810 1900 1610 3456 5106 1585 1767 5066 1572 Grp Volume(v), veh/h 214 72 197 107 98 32 125 796 81 24 957 207 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1810 1900 1610 1728 1702 1585 1767 1689 1572 Q Serve(g_s), s 9.3 2.7 9.6 4.6 4.0 1.5 2.8 8.5 2.5 1.1 11.9 7.8 i*- Cycle Q Clear{g_c), s 9.3 2.7 9.6 4.6 4.0 1,5 2,8 8.5 2.5 1.1 11.9 7.8 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 277 310 262 163 190 161 321 2200 683 73 1858 577 V/C Ratio(X) 0.77 0.23 0.75 0.66 0.52 0.20 0.39 0.36 0.12 0.33 0.52 0.36 .>||Hi Avail Cap(c_a), veh/h 589 555 471 493 454 385 372 2464 765 175 2338 726 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 32.7 29.3 32.1 35.6 34.5 33.4 34.5 15.5 13.8 37.7 20.0 18.7 Incr Delay (d2), s/veh 11.7 1.0 11.2 11.7 5.9 1.7 0.3 0,3 0.3 1.0 0.8 1.3 Initial Q De!ay(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/lr4.7 1.2 4.3 2.5 2.1 0.6 1.1 3.2 0.9 0.5 4.6 2,8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.5 30.3 43.3 47.3 40.4 35.1 34.8 15.8 14.1 38.6 20.7 20.0 LnGrp LOS D C D D D D C B B D C B
Approach Vol, veh/h 483 237 1002 1188
Approach Delay, s/veh 41.9 42.8 18.1 21.0
Approach LOS D D B C
Phs Duration (G+Y+Rc), s8.6 40.5 17.9 13.8 13.8 35.3 12.6 19.1 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 39.0 26.7 19.3 8.7 37.3 22.0 24.0 Max Q Clear Time (g_c+l13,'b 10.5 11.3 6.0 4.8 13.9 6.6 11.6 Green Ext Time (p_c), s 0.0 14.1 1.4 0.9 0.1 15.7 0.6 1.8 HCM 7th Control Delay, s/veh
HCM 7th LOS

25.2 C
ISA
08/12/2024
Synchro 12 Report

Page 2 ends

1759
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Int Delay, s/veh 4.8
Movement " EBL EBT EBR WBL WBT WBR NBL NET NBR SBL SET SER Lane Configurations 4* 4* 4* 4*
Traffic Vol, veh/h 0 270 29 15 490 2 79 30 15 7 24 0
Future Vol, veh/h 0 270 29 15 490 2 79 30 15 7 24 0
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 0 293 32 16 533 2 86 33 16 8 26 0
Conflicting Flow All 535 0 0 325 0 0 888 877 309 876 891 Stage 1
- - - - -
309 309 -566 566
Stage 2
• - - - -
578 567 -
310 325
Ciificai 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
Pot Cap-1 Maneuver 1028 - - 1240 -
267 289 736 271 284
Stage 1
- - - - -
705 663 -
512 510
Stage 2 - - - - -
505 510 -705 653
Platoon blocked, %
- - -
Mov Cap-1 Maneuver 1028 - -
1240 -238 284 736 231 278
Mov Cap-2 Maneuver - - - - -
238 284 -
231 278
Stage 1
- - - - -
705 663 -
503 501
Stage 2
- - - - -
470 500 -
655 653
l^pproach
HCM Control Delay, s/v 0 0.23 30.85 20.48

HCM LOS D C
Minor Lane/Major Mvmt NBLnl EEL EBT EBR WBL WBT WBRi
Capacity (veh/h) 270 1028 -
- 53 - -266
HCM Lane V/C Ratio 0.498 - -
- 0.013 - -0.127
HCM Control Delay (s/veh) 30.8 0
-
- 7.9 0 -

20.5 HCM Lane LOS D A -
A A -
C
HCM 95th%t]leQ(veh) 2.6 0
-
0 - -

0.4 534

6.2 3.3
550
ISA
08/12/2024
Synchro 12 Report

Page 3 ends

1760
AGENDA ITEM NO. 15.

HCM TthAWSC
4: Minnewawa Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Intersection
Intersection Delay, s/veh 170.6
Intersection LOS F
poverhent EBL ^ -mr' ''wr "TIBT"'~mvr-gsr-"SBT"
Lane Configurations 4* 4* 4^
Traffic Vol, veh/h 9 184 149 25 280 258 121 275 19 188 282 7 Future Voi, veh/h 9 184 149 25 280 258 121 275 19 188 282 7 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 9 190 154 26 289 266 125 284 20 194 291 7
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approacn WB "IT 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 69 253.4 124.6 185.9
HCM LOS F F F .Mm■i
Lane NBLnl EfeLnl WBLni ■rnnf
Voi Left, % 29% 3% 4% 39%
Voi Thru, % 66% 54% 50% 59%
Voi Right, % 5% 44% 46% 1%
Sign Control Stop Stop Stop Stop
Traffic Voi by Lane 415 342 563 477
LTVol 121 9 25 188
Through Voi 275 184 280 282
RTVol 19 149 258 7
Lane Flow Rate 428 353 580 492
Geometry Grp 1 1 1 1
Degree of Util (X) 1.123 0.912 1.47 1.296
Departure Headway (Hd) 11.817 12.24 10.366 11.312
Convergence, Y/N Yes Yes Yes Yes
Cap 312 300 354 325
Service Time 9.817 10.24 8.366 9.312
HCM LaneV/C Ratio 1.372 1.177 1.638 1.514
HCM Control Delay, s/veh 124.6 69 253.4 185.9
HCM Lane LOS F F F F
HCM 95th-tiie Q 13.9 8.5 27.4 19.6
LSA
08/12/2024
Synchro 12 Report

Page 4 ends

1761
AGENDA ITEM NO. 15.

HCM 7th TWSC
5: Minnewawa Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Int Delay, s/veh 29.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4*
Traffic Vol, veh/h 34 69 67 8 75 2 61 427 14 2 564 34
Future Voi, veh/h 34 69 67 8 75 2 61 427 14 2 564 34
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Controi 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 37 75 73 9 82 2 66 464 15 2 613 37
Major/Minor ._JS1[qoi2 Minorl
Conflicting Flow All 1273 1248 632 1259 1259
Stage 1 636 636 -
604 604
Stage 2 638 612 -
655 654
Critical Hdwy 7.12 6.52 6.22 7.12 6.52
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
Pot Cap-1 Maneuver 144 173 481 147 171
Stage 1 466 472 -
485 488
Stage 2 465 484 -
455 463
Platoon blocked. %
Mov Cap-1 Maneuver 64 156 481 61 154
Mov Cap-2 Maneuver 64 156 -
61 154
Stage 1 465 470 -
438 440
Stage 2 341 437 -
324 461
472 650

6.22 4.13
592 931
0 0 479 0 0

4.13 - 2.227
- 1078
- 1078
1 HCM Control Delay. S/W8.42

HCM LOS F
Minor Lane/Major M\'mf^ 'ij^'fMMRl
Capacity (veh/h) 217
HCM Lane V/C Ratio 0.071
HCM Control Delay (s/veh) 9.2
HCM Lane LOS A
HCM 95th%tileQ(veh) 0.2
NBT NBR;iBLn1WBLn1 SBL SET
- 153
- 1.21
- 198.4
F
- 10.6
137 6

0.676 0.002

73.9 8.3
F A

3.7 0
ISA
08/12/2024
Synchro 12 Report

Page 5 ends

1762
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary De Young Properties Peach and Behymer Project fi- Minnpwawa AvAniif^ A Shftnhf^rri AvAniiA Near Term VVP_AM Peak Hour > >
V t A
V \ V
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL "SBT" " SBF^ Lane Configurations ft f f f f f f f
Traffic Voiume (veh/h) 103 401 265 43 339 220 200 318 36 217 570 143 Future Voiume (veh/h) 103 401 265 43 339 220 200 318 36 217 570 143 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/in 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 112 436 288 47 368 239 217 346 39 236 620 155 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 179 932 415 138 448 380 249 584 495 268 604 512 Arrive On Green 0.10 0.26 0.26 0,08 0.24 0.24 0.14 0.31 0.31 0.15 0.33 0.33 Sat Flow, veh/h 1767 3526 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 Grp Voiume(v), veh/h 112 436 288 47 368 239 217 346 39 236 620 155 Grp Sat Flow(s),veh/h/ln 1767 1763 1572 1767 1856 1572 1767 1856 1572 1767 1856 1572 0 Serve(g_s), s 6.4 10.9 17.2 2.6 19.6 14.2 12.6 16.4 1.8 13.7 34.0 7.7 Cycle Q Clear(g_c), s 6.4 10.9 17.2 2.6 19.6 14.2 12.6 16.4 1.8 13.7 34.0 7.7 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 179 932 415 138 448 380 249 584 495 268 604 512 V/C Ratio(X) 0.63 0.47 0.69 0.34 0.82 0.63 0.87 0.59 0.08 0.88 1.03 0.30 Avail Cap{c_a), veh/h 355 1147 512 355 604 512 355 604 512 355 604 512 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 Fiiter(i) 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 45.1 32.3 34.6 45.6 37.5 35.5 44.0 30.2 25.2 43.4 35.2 26.4 Incr Delay (d2), s/veh 1.3 0.6 3.9 0.5 8.3 2.8 11.7 1.5 0.1 15.0 43.7 0.5 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 2.7 4.4 6.6 1.1 9.4 5.4 6.1 7.2 0.7 7.0 22.3 2.8 Unsig. Movement Delay, s/veh
LnGrp Deiay(d), s/veh 46.4 32.8 38.6 46.1 45.8 38.3 55.7 31.7 25.2 58.4 78.9 26.9 LnGrp LOS D 0 D D D D E C C E F C
Approach Voi, veh/h 836 654 602 1011
Approach Delay, s/veh 36.6 43.1 39.9 66.2
Approach LOS D D D E
timer-Assigned Phs
Phs Duration (G+Y+Rc), s 18.7 40.0 14.6 31.2 19.8 38.9 12.2 33.6 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+l 1), s 14.6 36.0 8.4 21.6 15.7 18.4 4.6 19.2 Green ExtTime (p_c}, s 0.2 0.0 0.1 3.6 0.2 1.9 0.0 4.6
HCM 7th Control Delay, s/veh
HCM 7th LOS

48.3 D
ISA
08/12/2024
Synchro 12 Report

Page 6 ends

1763
AGENDA ITEM NO. 15.

HCM 7th TWSC
7: Project Driveway 1 & Peach Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Int Delay, s/veh 2.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations V 4
Traffic Vol, veh/h 0 48 75 0 5 57
Future Vol, veh/h 0 48 75 0 5 57
Conflicting Reds, #/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 0 52 82 0 5 62
3 linor
Conflicting Flow All
Stage 1
Stage 2
CriUcal Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
82 6.22
154
82 73

6.42 5,42

5.42 3.518 3.318
837 978
942
950
834
834
942
947
978
0 82
- 4.12
• 2.218
- 1516
- 1516
HCM Control Delay, s/v 8.89

HCM LOS A
Minor Lane/Major
Capacity (veh/h) - 978 145
HCM Lane V/C Ratio - 0.053 0.004
HCM Control Delay (s/veh) - 8.9 7.4
HCM Lane LOS A A
HCM 95th %tile Q(veh) - 0.2 0
ISA
08/12/2024
Synchro 12 Report

Page 7 ends

1764
AGENDA ITEM NO. 15.

HCM 7th TWSC
8: Project Driveway 2 & Behymer Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Intersection
Int Delay, s/veh 0.3
rjpnpB
Lane Configurations f f
Traffic Vol. veh/h 276 5 0 349 0 21
Future Vol, veh/h 276 5 0 349 0 21
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
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 300 5 0 379 0 23
Major/Minor Majorl Major2 Minorl
Conflicting Flow All 0 0 - -
303
Stage 1
- - - -
Stage 2
■ - - -
Critical Hdwy - - -

6.22 Critical Hdv/y Stg 1
- - - -
Critical Hdwy Stg 2
- - - -
Follow-up Hdwy ■ - -

3.318
PotCap-1 Maneuver -
0 0 737
Stage 1
■
0 0
-
Stage 2 -
0 0
-
Platoon blocked, %
- -
Mov Cap-1 Maneuver - - .. 737
Mov Cap-2 Maneuver - - - -
Stage 1
- - - -
Stage 2
- - - -
Approach
HCM Control Delay, s/v 0 0 10.04

HCM LOS B
Minor Lane/Major Mvmt NBLnl EBT EBR WBT
Capacity (veh/h) 737 -
HCM Lane V/C Ratio 0.031 - -
HCM Control Delay (s/veh) 10 -
HCM Lane LOS B
- -
HCM 95th%tileQ(veh) 0.1 -
.-3,;
LSA
08/12/2024
Synchro 12 Report

Page 8 ends

1765
AGENDA ITEM NO. 15.

HCM 7th TWSC
9: Project Driveway 3 & Behymer Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Int Delay, s/veh 0.7
[viovemenT EBT EBR WBL WBT NBL NBR
Lane Configurations t *1 f f
Traffic Vol, veh/h 287 10 22 349 0 28
Future Vol. veh/h 287 10 22 349 0 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -None
Storage Length ■ -
100 - -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 312 11 24 379 0 30
• <5; ' -
Maiorl
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Slg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
0 323 0

4.12 2.218
1237
- 1237
317

6.22 - 3.318
0 723
0 0
- 723
HCM Control Delay, s/v

HCM LOS
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s/veh)
HCM Lane LOS
HCM 95th%tileQ(veh)
JiM^JEBT EBR WBl
723 - 1237

0.042 - 0.019

10.2 8
B A

0.1 - 0.1
LSA
08/12/2024
Synchro 12 Report

Page 9 ends

1766
AGENDA ITEM NO. 15.

HCM 7th TWSC
10: Project Driveway 4 & Behymer Avenue
De Young Properties Peach and Behymer Project
Near Term WP AM Peak Hour
Intersection
Int Delay, s/veh 0.6
HosferriinC VI
Lane Configurations f t r
Traffic Vol, veh/h 307 7 0 371 0 41
Future Vol, veh/h 307 7 0 371 0 41
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free stop stop
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 334 8 0 403 0 45
filaior/Minor Majorl Ma|or2 Minorl
Conflicting Flow Ail 0 0 - - -
337
Stage 1
- - - - - -
Stage 2
- - - - - -
Critical Hdwy - - - -

6.22 Critical Hdwy Stg 1
- - - - - -
Critical Hdwy Stg 2
- - - - - -
Follow-up Hdwy - - - - -

3.318
Pot Cap-1 Maneuver - -
0 -
0 705
Stage 1
- -
0 -
0 -
Stage 2
- - 0
-
0 -
Platoon blocked, %
- - -
Mov Cap-1 Maneuver - - - - -
705
Mov Cap-2 Maneuver - - - - - -
Stage 1
- - - -■ •- -
Stage 2
Approach ™mm
HCM Control Delay, s/v 0 0 10.45

HCM LOS B
Capacity (veh/h) 705
HCM Lane V/C Ratio 0.063
HCM Control Delay (s/veh) 10.5
HCM Lane LOS B
HCM 95th%tileQ(veh) 0.2
'1^
LSA
08/12/2024
Synchro 12 Report

Page 10 ends

1767
AGENDA ITEM NO. 15.

HCM 7th Signalized intersection Summary De Young Properties Peach and Behymer Project Near Term WP PM Peak Hour
>
> < < t A
V i V
"WBIi-- Mim NBT NBR -~SBl SBT
Lane Configurations r m r f
Traffic Volume (veh/h) 21 150 180 217 175 159 174 786 269 141 604 40 Future Volume (veh/h) 21 150 180 217 175 159 174 786 269 141 604 40 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-BikeAd](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 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 23 163 196 236 190 173 189 854 292 153 657 43 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 0 0 0 1 1 1 0 0 0
Cap, veh/h 69 293 248 272 229 208 225 1759 546 188 1662 516 Arrive On Green 0.04 0.16 0.16 0.15 0.25 0.25 0.13 0.34 0.34 0.10 0.32 0.32 Sat Flow, veh/h 1781 1870 1585 1810 916 834 1795 5147 1598 1810 5187 1610 Grp Volume(v), veh/h 23 163 196 236 0 363 189 854 292 153 657 43 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1810 0 1750 1795 1716 1598 1810 1729 1610 Q Serve(g_s), s 1.1 7.2 10.6 11.4 0.0 17.5 9.2 11.7 13.1 7.4 8.8 1.7 Cycle Q Clear(g_c). s 1.1 7.2 10.6 11.4 0.0 17.5 9.2 11.7 13.1 7.4 8.8 1.7 Prop In Lane 1.00 1.00 1.00 0.48 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 69 293 248 272 0 437 225 1759 546 188 1662 516 V/C Ratio(X) 0.33 0.56 0.79 0.87 0.00 0.83 0.84 0.49 0.53 0.81 0.40 0.08 Avail Cap{c_a), veh/h 275 492 417 312 0 461 296 2266 703 298 2284 709 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 41.8 34.8 36.2 37.1 0.0 31.7 38.2 23.2 23.7 39.2 23.6 21.2 Incr Delay {d2), s/veh 1.0 2.0 6.6 18.3 0.0 13.4 12.2 0.7 2.6 4.2 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 %ile BackOfQ(50%),veh/ln 0.5 3.3 4.4 6.2 0.0 8.6 4.7 4.7 5.0 3.4 3.6 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 42.8 36.8 42.9 55.4 0.0 45.0 50.3 23.9 26.3 43.4 24.1 21.4 LnGrp LOS D D D E D D C C D C C
Approach Vol, veh/h 382 599 1335 853
Approach Delay, s/veh 40.3 49.1 28.1 27.4
Approach LOS D D C C
Phs
Phs Duration (G+Y+Rc), s 16.5 34.3
Change Period (Y+Rc),s 5.3 5.7
Max Green Setting (Gmax), s 14.7 39.3
Max Q Clear Time {g_c+l 1), s 11.2 10.8
Green Ext Time (p_c), s 0.1 11.1
interaction Summary
HCM 7th Control Delay, s/veh
HCM 7th LOS

9.7 6.2

13.8 3.1

0.0 33.4
C

28.8 14.6 36.2 18.0 20.5

6.5 5.3 5.7 4.6 6.5

23.5 14.7 39.3 15.4 23.5

19.5 9.4 15.1 13.4 12.6

1.3 0.1 15.4 0.1 1.4
ISA
08/12/2024
Synchro 12 Report

Page 1 ends

1768
AGENDA ITEM NO. 15.

HCM 7th Signalized Intersection Summary
2: Willow Avenue & Perrin Avenue
De Young Properties Peach and Behymer Project
Near Term WP PM Peak Hour
,EBH. ■mmm. VS/KT WBg,
t A V i V
Lane Configurations ^ + f t f 'in f n f
Traffic Volume (veh/h) 222 124 244 145 115 55 238 1039 152 56 786 184 Future Volume (veh/h) 222 124 244 145 115 55 238 1039 152 56 786 184 Initial Q (Ob), 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 Pad-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 Flovi/, veh/h/ln 1900 1900 1900 1900 1900 1900 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 234 131 257 153 121 58 251 1094 160 59 827 194 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 172 394 334 172 394 334 332 1542 479 99 1346 418 Arrive On Green 0.10 0.21 0.21 0.10 0.21 0.21 0.10 0.30 0.30 0.05 0.26 0.26 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 3483 5147 1598 1810 5187 1610 Grp Volume(v). veh/h 234 131 257 153 121 58 251 1094 160 59 827 194 Grp Sat Flow{s),veh/h/ln1810 1900 1610 1810 1900 1610 1742 1716 1598 1810 1729 1610 Q Serve(g_s), s 5.0 3.1 7.9 4.4 2.8 1.6 3.7 9.9 4.1 1.7 7.4 5.3 Cycle Q Clear(g_c), s 5.0 3.1 7.9 4,4 2.8 1.6 3.7 9.9 4.1 1.7 7.4 5.3 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 172 394 334 172 394 334 332 1542 479 99 1346 418 V/CRatio(X) 1.36 0.33 0.77 0.89 0.31 0.17 0.76 0.71 0.33 0.59 0.61 0.46 Avail Cap(c_a), veh/h 172 651 552 172 651 552 332 1764 548 172 1778 552 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 23.8 17.7 19.6 23.5 17.6 17.1 23.2 16.4 14.3 24.2 17.1 16.4 Incr Delay (d2), s/veh 194.0 0.5 3.8 38.6 0.4 0.2 9.6 1.1 0.4 5.5 0.5 0.8 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 4mm %ile BackOfQ(50%),veh/IH.2 1.2 3.0 3.6 1.2 0.5 1.8 3.6 1.4 0.8 2.7 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 217.7 18.2 23.4 62.1 18.1 17.4 32.8 17.5 14.7 29.8 17.6 17.2 LnGrp LOS F B C E B B C B B C B B
Approach Vol, veh/h 622 332 1505 1080
Approach Delay, s/veh 95.4 38.2 19.7 18.2
Approach LOS F D B B
Phs Duration (G+Y+Rc), s7.4 20.2 9.5 15.4 9.5 18.1 9.5 15.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax5(.S 18.0 5.0 18.0 5.0 18.0 5.0 18.0 Max Q Clear Time (g_c+!15.^ 11.9 6.4 9.9 5.7 9.4 7.0 4.8 Green Ext Time (p_c), s 0.0 3.8 0.0 1.0 0.0 4.1 0.0 0.6 HCM 7th Control Delay, s/veh 34.3
HCM 7th LOS C
ISA
08/12/2024
Synchro 12 Report

Page 2 ends

1769
AGENDA ITEM NO. 15.

HCM 7th TWSC
3: Peach Avenue & Behymer Avenue
De Young Properties Peach and Behymer Project
Near Term WP PM Peak Hour
Int Delay, s/veh 6.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4* 4*
Traffic Vol, veh/h 1 422 49 27 379 7 76 39 20 2 39 1
Future Voi, veh/h 1 422 49 27 379 7 76 39 20 2 39 1
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Controi 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 1 449 52 29 403 7 81 41 21 2 41 1
Major/Minor Male
Conflicting Flow Ail 411 0 0 501 0 0 959 945 475 936 968 407 Stage 1
- - - -
- 477 477 -
464 464 -
Stage 2
- - . -
- 481 468 -
472 503 -
Critical Hdwy 4.12 -
- 4.1 -- 7.1 6.5 6.2 7.1 6.5 6.2 ■•• ef'l
Critical Hdwy Stg 1
- - - -
- 6.1 5.5 -

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

6.1 5.5 -
Foliow-up Hdwy 2.218 -
- 2.2 -- 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1148 -
- 1074 -
- 239 264 594 247 256 649
Stage 1
- - - -
- 573 559 -582 567 -
Stage 2
- - - -
- 570 565 .
577 545 .
' li
Platoon blocked, %
- - - -
Mov Cap-1 Maneuver 1148 -
- 1074 -- 192 254 594 193 247 649
Mov Cap-2 Maneuver ■ - - -
- 192 254 -
193 247 -
Stage 1
- - - -
- 572 559 -
562 547 -
Stage 2
- - - -
- 507 545 -
514 544 -
ji" " itg
HCM Control Delay, s/v 0.02

HCM LOS

0.55 42.86
E
J/linor Lane/MaictPMfc • NBLnl EBL EBT EBR: WBL WBT WBRSBLnll Capacity (veh/h) 232 4
-
- 117 -
- 247
HCM Lane V/C Ratio 0.619 0.001 -
- 0.027 -
- 0.181
HCM Control Delay (s/veh) 42.9 8.1 0 - 8.4 0 - 22.7
HCM Lane LOS E A A A A C
HCM 95th %tile Q(veh) 3.7 0
-
- 0.1 -• 0.6
ISA
08/12/2024
Synchro 12 Report

Page 3 ends

Clovis City CouncilDecember 16, 2024

Clovis City Council
December 16, 2024