Cities Index.
Attachment 6J- CPC Report and Exhibits

Riverside City Council
September 5, 2023

Document
Attachment 6J- CPC Report and Exhibits
Meeting
September 5, 2023
Body
Riverside City Council
Pages
1
Original file
19.1 MB
Text extracted from the city's file for reading and search. Open the original on riversideca.legistar1.com. That file is the official record.

City of Riverside
Railroad Avenue
W/ Winstrom Street
24 Hour Directional Volume Count

RIV001
Site Code: 003-221050

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/29/22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 4 0 4
12:15 0 2 0 7
12:30 0 3 0 9
12:45 0 2 0 11 0 4 0 24 0 35
01:00 0 5 1 5
01:15 0 2 0 3
01:30 0 5 0 2
01:45 0 2 0 14 0 2 1 12 1 26
02:00 0 3 0 7
02:15 0 5 0 4
02:30 0 2 0 1
02:45 0 3 0 13 0 9 0 21 0 34
03:00 0 3 0 4
03:15 0 5 0 4
03:30 1 4 0 6
03:45 0 4 1 16 0 9 0 23 1 39
04:00 1 4 0 6
04:15 1 2 0 6
04:30 1 2 0 4
04:45 0 2 3 10 0 6 0 22 3 32
05:00 1 3 0 3
05:15 0 2 0 6
05:30 2 1 3 3
05:45 1 1 4 7 0 2 3 14 7 21
06:00 0 2 0 1
06:15 1 1 0 2
06:30 2 0 1 2
06:45 1 2 4 5 3 2 4 7 8 12
07:00 0 2 3 1
07:15 0 1 3 0
07:30 3 1 2 2
07:45 5 2 8 6 2 3 10 6 18 12
08:00 3 0 4 0
08:15 2 1 6 2
08:30 0 1 5 1
08:45 2 1 7 3 5 2 20 5 27 8
09:00 4 1 3 0
09:15 1 0 2 0
09:30 2 0 4 2
09:45 2 0 9 1 6 0 15 2 24 3
10:00 2 1 2 0
10:15 3 0 6 2
10:30 5 0 9 0
10:45 1 0 11 1 6 3 23 5 34 6
11:00 3 0 2 0
11:15 1 0 3 0
11:30 5 0 3 0
11:45 9 0 18 0 8 0 16 0 34 0
Total 65 87 65 87 92 141 92 141 157 228
Combined
Total 152 152 233 233 385
AM Peak - 11:00 - - - 09:45 - - - - -
Vol. - 18 - - - 23 - - - - -
P.H.F. 0.500 0.639
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 17 - - - 27 - - - -
P.H.F. 0.850 0.750

Percentag
e 42.8% 57.2% 39.5% 60.5%
ADT/AADT ADT 385 AADT 385
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

Page 1 ends

City of Riverside
Railroad Avenue
B/ Winstrom Street - Madison Street
24 Hour Directional Volume Count

RIV002
Site Code: 003-221050

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/29/22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 7 0 5
12:15 0 6 1 7
12:30 0 2 0 10
12:45 0 1 0 16 0 4 1 26 1 42
01:00 0 7 1 7
01:15 0 3 0 5
01:30 0 8 0 0
01:45 0 4 0 22 0 3 1 15 1 37
02:00 1 3 0 7
02:15 0 6 0 4
02:30 0 2 0 1
02:45 0 5 1 16 0 9 0 21 1 37
03:00 0 7 0 4
03:15 0 5 0 2
03:30 1 4 0 4
03:45 0 5 1 21 0 7 0 17 1 38
04:00 1 5 0 7
04:15 1 7 0 5
04:30 1 6 0 4
04:45 0 5 3 23 0 6 0 22 3 45
05:00 1 3 0 5
05:15 0 4 0 5
05:30 2 0 3 1
05:45 0 2 3 9 0 2 3 13 6 22
06:00 1 3 0 3
06:15 3 2 2 2
06:30 5 0 4 4
06:45 1 1 10 6 11 3 17 12 27 18
07:00 2 2 5 0
07:15 1 1 6 0
07:30 3 1 4 4
07:45 3 4 9 8 8 2 23 6 32 14
08:00 3 0 4 0
08:15 4 0 6 3
08:30 2 1 4 2
08:45 3 1 12 2 5 2 19 7 31 9
09:00 1 2 4 0
09:15 2 0 3 0
09:30 3 0 3 2
09:45 3 0 9 2 5 0 15 2 24 4
10:00 1 1 2 0
10:15 5 0 6 1
10:30 4 0 6 0
10:45 3 1 13 2 5 3 19 4 32 6
11:00 4 0 2 0
11:15 0 0 3 0
11:30 6 0 2 0
11:45 8 0 18 0 4 0 11 0 29 0
Total 79 127 79 127 109 145 109 145 188 272
Combined
Total 206 206 254 254 460
AM Peak - 11:00 - - - 06:30 - - - - -
Vol. - 18 - - - 26 - - - - -
P.H.F. 0.563 0.591
PM Peak - - 03:45 - - - 00:15 - - - -
Vol. - - 23 - - - 28 - - - -
P.H.F. 0.719 0.700

Percentag
e 38.3% 61.7% 42.9% 57.1%
ADT/AADT ADT 460 AADT 460
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

Page 1 ends

City of Riverside
Madison Street
B/ Indiana Avenue - Railroad Avenue
24 Hour Directional Volume Count

RIV003
Site Code: 003-221050

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/29/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 107 7 107
12:15 11 96 22 93
12:30 11 97 14 107
12:45 2 62 30 362 8 90 51 397 81 759
01:00 6 83 5 113
01:15 6 104 12 94
01:30 6 108 7 92
01:45 4 85 22 380 3 95 27 394 49 774
02:00 3 100 4 100
02:15 4 108 5 113
02:30 10 85 6 116
02:45 4 119 21 412 8 123 23 452 44 864
03:00 9 96 8 111
03:15 13 101 7 106
03:30 10 132 9 131
03:45 22 105 54 434 3 119 27 467 81 901
04:00 22 98 9 114
04:15 25 91 11 118
04:30 41 108 13 122
04:45 40 115 128 412 15 153 48 507 176 919
05:00 52 116 20 144
05:15 38 99 37 142
05:30 47 79 37 84
05:45 43 88 180 382 52 144 146 514 326 896
06:00 72 79 52 118
06:15 73 70 55 86
06:30 68 74 68 91
06:45 91 69 304 292 70 101 245 396 549 688
07:00 80 63 71 93
07:15 113 64 75 81
07:30 109 51 63 66
07:45 138 46 440 224 82 57 291 297 731 521
08:00 103 67 74 57
08:15 92 37 90 42
08:30 106 46 78 56
08:45 92 38 393 188 92 46 334 201 727 389
09:00 90 27 86 33
09:15 85 27 82 31
09:30 90 34 75 42
09:45 89 20 354 108 88 32 331 138 685 246
10:00 81 19 81 42
10:15 97 21 90 33
10:30 88 11 91 31
10:45 81 12 347 63 101 25 363 131 710 194
11:00 96 12 95 25
11:15 86 9 115 22
11:30 84 10 108 18
11:45 72 12 338 43 103 9 421 74 759 117
Total 2611 3300 2611 3300 2307 3968 2307 3968 4918 7268 Combined
Total 5911 5911 6275 6275 12186
AM Peak - 07:15 - - - 11:00 - - - - -
Vol. - 463 - - - 421 - - - - -
P.H.F. 0.839 0.915
PM Peak - - 02:45 - - - 04:30 - - - -
Vol. - - 448 - - - 561 - - - -
P.H.F. 0.848 0.917

Percentag
e 44.2% 55.8% 36.8% 63.2%
ADT/AADT ADT 12,186 AADT 12,186
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

Page 1 ends

City of Riverside
Madison Street
B/ Railroad Avenue - Evans Street
24 Hour Directional Volume Count

RIV004
Site Code: 003-221050

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/29/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 107 7 108
12:15 11 98 21 95
12:30 11 100 15 103
12:45 2 64 30 369 8 86 51 392 81 761
01:00 6 84 4 116
01:15 6 107 11 93
01:30 6 107 7 97
01:45 4 85 22 383 3 96 25 402 47 785
02:00 3 102 5 99
02:15 4 106 5 113
02:30 11 86 6 114
02:45 4 123 22 417 8 123 24 449 46 866
03:00 9 94 8 113
03:15 13 101 7 109
03:30 9 131 9 129
03:45 21 104 52 430 3 116 27 467 79 897
04:00 22 99 9 111
04:15 25 90 11 121
04:30 39 108 13 124
04:45 40 116 126 413 14 153 47 509 173 922
05:00 51 115 19 143
05:15 38 99 37 141
05:30 45 80 36 84
05:45 43 89 177 383 52 144 144 512 321 895
06:00 72 81 53 118
06:15 74 72 57 87
06:30 69 77 71 91
06:45 97 69 312 299 68 101 249 397 561 696
07:00 83 62 72 93
07:15 115 64 72 80
07:30 110 53 62 65
07:45 140 45 448 224 78 57 284 295 732 519
08:00 103 66 75 57
08:15 94 39 91 41
08:30 106 45 78 56
08:45 94 39 397 189 90 46 334 200 731 389
09:00 90 27 83 35
09:15 88 27 83 31
09:30 88 35 73 41
09:45 91 20 357 109 87 32 326 139 683 248
10:00 81 20 79 43
10:15 99 22 91 33
10:30 89 11 90 31
10:45 83 13 352 66 101 23 361 130 713 196
11:00 97 12 96 25
11:15 89 9 116 21
11:30 83 10 107 18
11:45 69 12 338 43 107 9 426 73 764 116
Total 2633 3325 2633 3325 2298 3965 2298 3965 4931 7290 Combined
Total 5958 5958 6263 6263 12221
AM Peak - 07:15 - - - 11:00 - - - - -
Vol. - 468 - - - 426 - - - - -
P.H.F. 0.836 0.918
PM Peak - - 02:45 - - - 04:30 - - - -
Vol. - - 449 - - - 561 - - - -
P.H.F. 0.857 0.917

Percentag
e 44.2% 55.8% 36.7% 63.3%
ADT/AADT ADT 12,221 AADT 12,221
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices INTERSECTION: Madison Street & Indiana Avenue
Group Assignment: N/S Street Name: Madison St Last QuicNet Database Change:

Field Master Assignment: E/W Street Name: Indiana Ave
System Reference Number:

Commications Channel: Notes:

Drop Address:

Area Number:

Area Address:

By Date By Date
0 0 0

0.0 0
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
NB SB EB WB SB NB WB EB 0 0 0 0 0 0 0 0
5 5 5 5 5 5 5 5 0 0 0 0 0 0 0 0

2.5 3.0 2.5 5.0 2.5 3.0 2.5 3.0 0 0 0 0 0 0 0 0
20 40 20 45 40 30 20 45 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30 40 30 40 30 40 30 40
0 0 0 0 0 0 0 0

3.0 4.4 3.0 4.4 3.0 4.1 3.0 4.4

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
0 7 0 0 0 7 0 7
0 21 0 0 0 24 0 20
0 0 0 0 0 0 0 0
0 21 0 0 0 24 0 20
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

2.5 2.0 2.5 4.0 2.5 2.0 2.5 3.0

2.5 3.0 2.5 5.0 2.5 3.0 2.5 3.0

0.0 4.0 0.0 4.5 0.0 3.0 0.0 0.0
Phase Timing - Bank 1 Phase Functions - Page 2
Min Gap Maximum Recall ________ Manual Control Calls ________ Max Gap Green Flash ________ Fast Green Flash ________
________
Max Added Initial Ped Recall ________ External Recall ________ Phase Functions - Page 1
________
Flashing Walk ________
Volume Density
Type 3 Disconnect
Added per Vehicle Minimum Recall ________ Soft Recall
Reduce Every Overlap Green Flash ________ Fast Overlap G. Flash Guaranteed Passage ________
PE Min Ped FDW Max Extension ________ Conditional Service ________ Pedestrian
Timing
Walk Rest In Walk ________ Inhibit Ped Reservice
Adv / Delay Walk
________
Ped Clear - FDW Advance Walk ________ Semi-Actuated ________ Simultaneous Gap ________ Sequential Timing ________
Cond Serve Check
Clear
Yellow Change Red Lock ________ Red Rest ________
Red Clear Yellow Lock ___4____ Dual Entry ________
Alternate Walk
Basic Phase
Timing
Min Green Alternate Ped Clear
Extension Alternate Minimum
Max Alternate Extension
Max 2 Alternate Timing - Bank 1
Exclusive FDW Walk Output
All Red Clear Don't Walk Output
Exclusive Ped Phase
Phase Phase
Excl Ped Assignment ________ Note: Set the Exclusive Ped Outputs on the "Outputs / General" pageExclusive Walk
Field Change Record
Change Change
QuicNet
System
Parameters
2033/750 Timing Sheet Phase Timing and Functions
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices INTERSECTION: Madison Street & Indiana Avenue
1 2 3 4 5 6 7 8 9
120 120 120 125 120 120 120 120 120

0.3 0 0 0 0 0 0 0 0 0
Coord Extra Functions 0 0 0 0 0 0 0 0 0
Phase 1 - Minimum 10 0 0 0 0 0 0 0 0 0
Phase 2 - Minimum 10 0 0 0 0 0 0 0 0 0
Phase 3 - Minimum 10 0 0 0 0 0 0 0 0 0
Phase 4 - Minimum 10 255 255 255 255 255 255 255 255 255 Phase 5 - Minimum 10 1 2 2 2 2 1 1 2 1
Phase 6 - Minimum 10 36 35 35 35 34 35 35 34 34
Phase 7 - Minimum 10 16 19 19 19 16 18 17 16 18
Phase 8 - Minimum 10 64 61 61 81 57 59 61 81 81
82 81 86 56 80 80 80 59 58
0 0 0 0 0 0 0 0 0
36 35 35 35 33 34 34 33 33
52 51 54 51 51 50 50 50 50
82 81 86 81 80 80 80 80 80
Coordination - Permissives & Phase Sequence
1__4_6_8 1__4_6_8 1_3__6_8 1_3__6_8
Pre-Timed Phases ________ ________ ________ ________ ________ _2__5___
Lag Phases 1__4_6_8 1__4_6_8 1__4_6_8 1_3__6_8 1__4_6_8 ________ ________ ________ ________
Sync Phases _2__5___ _2__5___ _2__5___ _2__5___ _2__5___ _2__5___ _2__5___ _2__5___ 12345678
Max Recall Phases 1____6__ 1____6__ 1____6__ 1____6__ _2__56__ _2__56__ _2__56__ _2__56__ _2__56__ Max Inhibit Phases 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 ________
Perm 3 - Ped Phases ________ ________ ________ ________ ________ ________ ________ ________ ________ Perm 3 - Veh Phases ________ ________ ________ ________ ________ ________ ________ ________ 0 Perm 3 - End 0 0 0 0 0 0 0 0 0
Perm 3 - Begin 0 0 0 0 0 0 0 0
________
Perm 2 - Ped Phases ________ ________ ________ ________ ________ ________ ________ ________ ________ Perm 2 - Veh Phases ________ ________ ________ ________ ________ ________ ________ ________ 0 Perm 2 - End 0 0 0 0 0 0 0 0 0
Perm 2 - Begin 0 0 0 0 0 0 0 0
12345678
Perm 1 - Ped Phases _2___6_8 _2___6_8 _2___6_8 _2___6_8 _2___6_8 _2___6_8 _2___6_8 _2___6_8 _2___6_8 Perm 1 - Veh Phases 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 0 0 0 0
Perm 1 - End 47 46 48 5 45
Perm 1 - Begin 0 0 0 0 0
48 47 46 48
1 2 3 4 5 6 7 8 9
Force Off - 3
Coordination - General Force Off - 4
Force Off - 5
Coord Extra
1 = Programmed Walk Time
for Sync Phases
2 = Always Terminate Sync
Phase Peds
3 = Use "Floating Force Off"
4 =
5 = Use "Start of Green" for
Sync Point
Transition Type

0.X = Shortway

1.X = Lengthen Only

2.X = Shorten Only
X.1 thru X.4 = Number of
Cycles to get "In Step"
Force Off - 6
Force Off - 7
Force Off - 8
Coordination - Cycle, Offsets, & Force Offs
Coordination Plan
Offset - 3
Note:

The Ring-Barrier Sum
of these Minimums
will be the Minimum
Cycle Length
During Transition
Zone Offset
Ring Offset
Hold Release
Ped Adjust
Force Off - 1
Force Off - 2
Coordination Plan
Cycle
Transition Type Offset - 1
________ Offset - 2
2033/750 Timing Sheet Coordination
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices INTERSECTION: Madison Street & Indiana Avenue
Event Hour Minute Plan Offset Event Hour Minute Funct.
0 6 30 2 A 0 0 0 0
1 10 30 3 A 1 0 0 0
2 14 30 4 A 2 0 0 0
3 19 0 E A 3 0 0 0
4 10 0 3 A 4 0 0 0
5 17 0 E A 5 0 0 0
6 0 0 E A 6 0 0 0
7 0 0 0 0 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 0 0 0
16 0 0 0 0
17 0 0 0 0
18 0 0 0 0
19 0 0 0 0
20 0 0 0 0
21 0 0 0 0
22 0 0 0 0
23 0 0 0 0
24 0 0 0 0
25 0 0 0 0
26 0 0 0 0
27 0 0 0 0
28 0 0 0 0
29 0 0 0 0
30 0 0 0 0
31 0 0 0 0
Time Base Coordination Events
________ ________
________ ________
________ ________
________ ________
________ ________ TOD Functions
0 = Permitted Phases
1 = Red Lock
2 = Yellow Lock
3 = Vehicle Min Recall
4 = Ped Recall
5 =
6 = Rest In Walk
7 = Red Rest
8 = Double Entry
9 = Vehicle Max Recall
10 = Soft Recall
11= Max Extension 2
12 = Conditional Service
13 = Lag Free Phases
14, Bit 1 = Local Override
14, Bit 4 = Disable Det Off Monitoring
15 = TOD Outputs
________ ________
________ ________
________
________ ________
________ ________
________ ________
________
________ ________
________ ________
________ ________
________ ________
________ ________ ________ ________
________ ________ Time of Day Function Events
________ ________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
1____7 1_______ ________ ________
1234567 12345678 ________ ________
_23456_ 1_______ ________ ________
1_____7 1_______ ________ ________
_23456_ 1_______ ________ ________
_23456_ 1_______ ________ ________
Day of Week Season Day of Week Season Phase / Bits
_23456_ 1_______ ________ ________
2033/750 Timing Sheet Time of Day
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices INTERSECTION: Madison Street & Indiana Avenue

6.0 Sign Sign
5 1 2
15 0 0
45 0.0 0.0
0 3
20 2
0 11
0 1

6.0 0

5.0 Port Port Port Port
1 2 3 4
Flash Type
0 = All On-Off (12345678-0)
1 = Main-Side (1256-3478)
2 = Ping Pong (1234-5678
3 = Ring Pairs (1638-5247)
Gateway Data Format
Ethernet Port Address Communications Parameters
Manual Plan
1 thru 9 = Coordination
Plan 1 thru 9
14 = Free
15 = Flash
Extra One
1 =
2 =
3 = Auto Daylight Savings
4 = Solid FDW on EV
5 = Extended Status
6 = International Ped
7 =
8 =
Extra Two
1 =
2 =
3 = Disable Min Walk
4 = QuicNet/4 System
5 = Ignor P/P on EV
6 =
7 =
8 =
IP Port CTS Delay
IP Address RTS Hold
Subnet Mask Baud Rate
Address Area Number
Area Number Area Address
Area Address Comm Time Out
Address
Configuration External Permit 2 ________ Flash Start
External Permit 3 ________ Red Revert
Configuration Miscellaneous
Manual Plan
Manual Offset
Manual
Daylight Savings Time
Extra One 1_3_5___ Extra Two ________ Spec Evnt 2 - Ltd Serv Interval Fall Week (End) Lag Phases - Free _2_4_6_8 External Permit 1 ________ Red Start Fall Month (End)
Protect / Permissive ________ Restricted Phases ________ Backlight Timeout Spring Week (Begin) Disable Yellow Range ________ Disable Overlap Range ________ Spec Evnt 1 - Ltd Serv Interval Startup Detector Check Advance Warning Signs Flash Setup Exclusive Phases ________ Permitted Phases 12345678 Keyboard Beep Spring Month (Begin) Startup Vehicle Calls ________ Max OFF Time Phase Number Flash Overlaps Yellow ________ Startup Ped Calls ________ Chatter Time Before Yellow Flash Type Red Start Time
Yellow Start Phases ___4___8 Flash Entry Phases ________ First Green Phases _2___6__ Max ON Time Flash Phases Yellow ________ 2070/750 Timing Sheet Utilities
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC   O PERATIONAL  A NALYSIS
M AY   2023
M ADISON   F LATS   P ROJECT
C ITY   OF   R IVERSIDE ,  C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) APPENDIX C

VOLUME DEVELOPMENT WORKSHEETS
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project  With Traffic  Project  With
Volumes Trips Project Volumes Trips Project
1W i n s t r o m Street/Railroad Avenue
N B L 000 000
N B T 000 000
N B R 000 000
S B L 617 1 6 2 1 8
S B T 000 000
S B R 101 303
E B L 606 303
EBT 7 10 17 8 6 14
E B R 000 000
W B L 000 000
WBT 13 4 17 19 9 28
W B R 92 1 1 314
North Leg
Approach 7 1 8 19 2 21
Departure 15 2 17 6 1 7
Total 22 3 25 25 3 28
South Leg
A p p r o a c h 000 000
D e p a r t u r e 000 000
T o t a l000 000
East Leg
Approach 22 6 28 22 10 32
Departure 13 11 24 24 8 32
T o t a l 3 51 75 2 4 61 86 4
West Leg
Approach 13 10 23 11 6 17
Departure 14 4 18 22 9 31
T o t a l 2 71 44 1 3 31 54 8
Total Approaches
Approach 42 17 59 52 18 70
D e p a r t u r e 4 21 75 9 5 21 87 0
Total 84 34 118 104 36 140
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM  Peak Hour
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2022 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project  With Traffic  Project  With
Volumes Trips Project Volumes Trips Project
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM  Peak Hour
2M a d i s o n Street/Indiana Avenue
NBL 41 0 41 58 0 58
NBT 387 23 410 465 14 479
NBR 29 4 33 31 2 33
SBL 244 0 244 237 0 237
SBT 375 8 383 501 22 523
SBR 177 0 177 97 0 97
EBL 139 0 139 195 0 195
EBT 277 0 277 380 0 380
EBR 42 0 42 69 0 69
WBL 34 1 35 48 4 52
WBT 211 0 211 221 0 221
WBR 273 0 273 326 0 326
North Leg
Approach 796 8 804 835 22 857
Departure 799 23 822 986 14 1,000
Total 1,595 31 1,626 1,821 36 1,857
South Leg
Approach 457 27 484 554 16 570
Departure 451 9 460 618 26 644
Total 908 36 944 1,172 42 1,214
East Leg
Approach 518 1 519 595 4 599
Departure 550 4 554 648 2 650
Total 1,068 5 1,073 1,243 6 1,249
West Leg
Approach 458 0 458 644 0 644
Departure 429 0 429 376 0 376
Total 887 0 887 1,020 0 1,020
Total Approaches
Approach 2,229 36 2,265 2,628 42 2,670
Departure 2,229 36 2,265 2,628 42 2,670
Total 4,458 72 4,530 5,256 84 5,340
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2022 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project Plus Traffic   Project Plus
Volumes Trips Project Volumes Trips Project
3 Madison  Street/Casa Blanca Street
NBL 60 6 60 6
NBT 408 27 435 419 16 435
NBBR 44 11
NBR 36 0 36 36 0 36
SBHL 8 8 11 11
SBL 88 0 88 69 0 69
SBT 308 10 318 528 25 553
SBR 22 0 22 29 0 29
EBL 80 8 70 7
EBBL 00 00
EBT 11 0 11 1 0 1
EBR 14 0 14 8 0 8
WBL 20 0 20 50 0 50
WBT 20 2 10 1
WBR 76 0 76 104 0 104
WBHR 00 00
SWBHL 00 00
SWBBL 00 00
SWBBR 00 00
SWBHR 11 11 29 29
North Leg
Approach 426 10 436 637 25 662
Departure 503 27 530 559 16 575
Total 929 37 966 1,196 41 1,237
South Leg
Approach 454 27 481 462 16 478
Departure 342 10 352 586 25 611
Total 796 37 833 1,048 41 1,089
East Leg
Approach 98 0 98 155 0 155
Departure 135 0 135 106 0 106
Total 233 0 233 261 0 261
West Leg
Approach 33 0 33 16 0 16
Departure 30 0 30 36 0 36
Total 63 0 63 52 0 52
Southwest leg
Approach 11 0 11 29 0 29
Departure 12 0 12 12 0 12
Total 23 0 23 41 0 41
Total Approaches
Approach 1,022 37 1,059 1,299 41 1,340
Departure 1,022 37 1,059 1,299 41 1,340
Total 2,044 74 2,118 2,598 82 2,680
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM Peak Hour
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Int3_5Leg\model_5 leg Int.xlsx PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project  With Traffic  Project  With
Volumes Trips Project Volumes Trips Project
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM  Peak Hour
4M a d i s o n Street/Railroad Avenue
N B L 7 31 0 3 71 0
NBT 445 0 445 437 0 437
N B R 000 000
S B L 000 000
SBT 327 0 327 552 0 552
S B R 1 21 02 2 1 12 53 6
EBL 3 27 30 3 16 19
E B T 000 000
EBR 9 8 17 11 5 16
W B L 000 000
W B T 000 000
W B R 000 000
North Leg
Approach 339 10 349 563 25 588
Departure 448 27 475 440 16 456
Total 787 37 824 1,003 41 1,044
South Leg
Approach 452 3 455 440 7 447
Departure 336 8 344 563 5 568
Total 788 11 799 1,003 12 1,015
East Leg
A p p r o a c h 000 000
D e p a r t u r e 000 000
T o t a l000 000
West Leg
Approach 12 35 47 14 21 35
D e p a r t u r e 1 91 33 2 1 43 24 6
T o t a l 3 14 87 9 2 85 38 1
Total Approaches
Approach 803 48 851 1,017 53 1,070
Departure 803 48 851 1,017 53 1,070
Total 1,606 96 1,702 2,034 106 2,140
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2022 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project  With Traffic  Project  With
Volumes Trips Project Volumes Trips Project
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM  Peak Hour
5P r o j e c t Driveway 1/Railroad Avenue
N B L 022 011
N B T 000 000
NBR 0 10 10 0 6 6
S B L 000 000
S B T 000 000
S B R 000 000
E B L 000 000
E B T 1 4 0 1 4 505
E B R 011 022
W B L 044 099
W B T 909 1 8 0 1 8
W B R 000 000
North Leg
A p p r o a c h 000 000
D e p a r t u r e 000 000
T o t a l000 000
South Leg
Approach 0 12 12 0 7 7
Departure 0 5 5 0 11 11
Total 0 17 17 0 18 18
East Leg
Approach 9 4 13 18 9 27
Departure 14 10 24 5 6 11
T o t a l 2 31 43 7 2 31 53 8
West Leg
Approach 14 1 15 5 2 7
Departure 9 2 11 18 1 19
Total 23 3 26 23 3 26
Total Approaches
Approach 23 17 40 23 18 41
D e p a r t u r e 2 31 74 0 2 31 84 1
T o t a l 4 63 48 0 4 63 68 2
Intersection does not exist under Existing
Conditions.

P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2022 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project  With Traffic  Project  With
Volumes Trips Project Volumes Trips Project
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM  Peak Hour
6P r o j e c t Driveway 2/Railroad Avenue
N B L 022 011
N B T 000 000
N B R 000 000
S B L 000 000
S B T 000 000
S B R 000 000
E B L 000 000
E B T 1 31 02 3 2 4 6 3 0
E B R 011 022
W B L 000 000
WBT 22 4 26 22 9 31
W B R 000 000
North Leg
A p p r o a c h 000 000
D e p a r t u r e 000 000
T o t a l000 000
South Leg
A p p r o a c h 022 011
D e p a r t u r e 011 022
T o t a l033 033
East Leg
Approach 22 4 26 22 9 31
Departure 13 10 23 24 6 30
T o t a l 3 51 44 9 4 61 56 1
West Leg
Approach 13 11 24 24 8 32
Departure 22 6 28 22 10 32
T o t a l 3 51 75 2 4 61 86 4
Total Approaches
Approach 35 17 52 46 18 64
D e p a r t u r e 3 51 75 2 4 61 86 4
Total 70 34 104 92 36 128
Intersection does not exist under Existing
Conditions.

P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2022 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Existing Existing Existing
Traffic  Project  With Traffic  Project  With
Volumes Trips Project Volumes Trips Project
Table C‐1 ‐ Existing Peak Hour PCE Volume Summary
AM Peak Hour PM  Peak Hour
7P r o j e c t Driveway 3/Railroad Avenue
N B L 000 000
N B T 000 000
NBR 0 25 25 0 15 15
S B L 000 000
S B T 000 000
S B R 000 000
E B L 000 000
E B T 1 31 02 3 2 4 6 3 0
E B R 000 000
W B L 099 0 2 3 2 3
WBT 22 4 26 22 9 31
W B R 000 000
North Leg
A p p r o a c h 000 000
D e p a r t u r e 000 000
T o t a l000 000
South Leg
Approach 0 25 25 0 15 15
Departure 0 9 9 0 23 23
Total 0 34 34 0 38 38
East Leg
Approach 22 13 35 22 32 54
D e p a r t u r e 1 33 54 8 2 42 14 5
T o t a l 3 54 88 3 4 65 39 9
West Leg
Approach 13 10 23 24 6 30
Departure 22 4 26 22 9 31
T o t a l 3 51 44 9 4 61 56 1
Total Approaches
Approach 35 48 83 46 53 99
D e p a r t u r e 3 54 88 3 4 65 39 9
Total 70 96 166 92 106 198
Intersection does not exist under Existing
Conditions.

P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2022 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project V olumes Growth Trips Project Trips Project 1W i n s t r o m Street/Railroad Avenue
NBL 0 0 0 0 0 00 0 0 0 0 0
NBT 0 0 0 0 0 00 0 0 0 0 0
NBR 0 0 0 0 0 00 0 0 0 0 0
SBL 6 0 0 6 1 71 6 1 0 17 2 19
SBT 0 0 0 0 0 00 0 0 0 0 0
SBR 1 0 0 1 0 13 0 0 3 0 3
EBL 6 0 0 6 0 63 0 0 3 0 3
EBT 7 0 0 7 10 17 8 0 0 8 6 14
EBR 0 0 0 0 0 00 0 0 0 0 0
WBL 0 0 0 0 0 00 0 0 0 0 0
WBT 13 1 0 14 4 18 19 1 0 20 9 29
WBR 9 1 0 10 2 12 3 0 0 3 1 4
North Leg
Approach 7 0 0 7 1 8 19 1 0 20 2 22
Departure 15 1 0 16 2 18 6 0 0 6 1 7
Total 22 1 0 23 3 26 25 1 0 26 3 29
South Leg
A p p r o a c h 0 0000 0 0 0 0000
D e p a r t u r e 0 0000 0 0 0 0000
T o t a l 0 0000 0 0 0 0000
East Leg
Approach 22 2 0 24 6 30 22 1 0 23 10 33
Departure 13 0 0 13 11 24 24 1 0 25 8 33
T o t a l 3 5 2 03 7 1 7 5 4 4 6 2 04 8 1 8 6 6
West Leg
Approach 13 0 0 13 10 23 11 0 0 11 6 17
Departure 14 1 0 15 4 19 22 1 0 23 9 32
T o t a l 2 7 1 02 8 1 4 4 2 3 3 1 03 4 1 5 4 9
Total Approaches
Approach 42 2 0 44 17 61 52 2 0 54 18 72
Departure 42 2 0 44 17 61 52 2 0 54 18 72
Total 84 4 0 88 34 122 104 4 0 108 36 144
Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM  Peak Hour
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2025 OY TM (1/27/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project V olumes Growth Trips Project Trips Project Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM  Peak Hour
2M a d i s o n Street/Indiana Avenue
NBL 41 2 0 43 0 43 58 3 0 61 0 61
NBT 387 23 1 411 23 434 465 28 1 494 14 508
NBR 29 2 0 31 4 35 31 2 0 33 2 35
SBL 244 15 0 259 0 259 237 14 0 251 0 251
SBT 375 23 1 399 8 407 501 30 1 532 22 554
SBR 177 11 10 198 0 198 97 6 10 113 0 113
EBL 139 8 7 154 0 154 195 12 9 216 0 216
EBT 277 17 0 294 0 294 380 23 2 405 0 405
EBR 42 3 0 45 0 45 69 4 0 73 0 73
WBL 34 2 0 36 1 37 48 3 0 51 4 55
WBT 211 13 2 226 0 226 221 13 1 235 0 235
WBR 273 16 0 289 0 289 326 20 0 346 0 346
North Leg
Approach 796 49 11 856 8 864 835 50 11 896 22 918
Departure 799 47 8 854 23 877 986 60 10 1,056 14 1,070
Total 1,595 96 19 1,710 31 1, 741 1,821 110 21 1,952 36 1,988 South Leg
Approach 457 27 1 485 27 512 554 33 1 588 16 604
Departure 451 28 1 480 9 489 618 37 1 656 26 682
Total 908 55 2 965 36 1,001 1,172 70 2 1,244 42 1,286
East Leg
Approach 518 31 2 551 1 552 595 36 1 632 4 636
Departure 550 34 0 584 4 588 648 39 2 689 2 691
Total 1,068 65 2 1,135 5 1, 140 1,243 75 3 1,321 6 1,327 West Leg
Approach 458 28 7 493 0 493 644 39 11 694 0 694
Departure 429 26 12 467 0 467 376 22 11 409 0 409
Total 887 54 19 960 0 960 1,020 61 22 1,103 0 1,103
Total Approaches
Approach 2,229 135 21 2,385 36 2,421 2,628 158 24 2,810 42 2,852 Departure 2,229 135 21 2,385 36 2,421 2,628 158 24 2,810 42 2,852 Total 4,458 270 42 4,770 72 4, 842 5,256 316 48 5,620 84 5,704 P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2025 OY TM (1/27/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 2022  TM
Column D SYNCHRO SYNCHRO
2022  TM
Column I SYNCHRO SYNCHRO
Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project Volumes Growth Trips Project Trips Project 3 Madison  Street/Indiana Avenue
NBL 6 006 0 6 6 006 0 6
NBT 408 24 1 433 27 460 419 25 2 446 16 462
NBBR 4 04 0 4 1 01 0 1
NBR 36 20 3 8 0 38 36 20 3 8 0 38
SBHL 8 08 0 8 11 01 1 0 11
SBL 88 50 9 3 0 93 69 40 7 3 0 73
SBT 308 18 1 327 10 337 528 32 2 562 25 587
SBR 22 10 2 3 0 23 29 20 3 1 0 31
EBL 8 008 0 8 7 007 0 7
EBBL 0 00 0 0 0 00 0 0
EBT 11 10 1 2 0 12 1 001 0 1
EBR 14 10 1 5 0 15 8 008 0 8
WBL 20 10 2 1 0 21 50 30 5 3 0 53
WBT 2 002 0 2 1 001 0 1
WBR 76 50 8 1 0 81 104 6 0 110 0 110
WBHR 0 00 0 0 0 00 0 0
SWBHL 0 00 0 0 0 00 0 0
SWBBL 0 00 0 0 0 00 0 0
SWBBR 0 00 0 0 0 00 0 0
SWBHR 11 01 1 0 11 29 02 9 0 29
North Leg
Approach 426 24 1 451 10 461 637 38 2 677 25 702
Departure 503 29 1 533 27 560 559 31 2 592 16 608
Total 929 53 2 984 37 1,021 1,196 69 4 1,269 41 1,310
South Leg
Approach 454 26 1 481 27 508 462 27 2 491 16 507
Departure 342 20 1 363 10 373 586 35 2 623 25 648
Total 796 46 2 844 37 881 1,048 62 4 1,114 41 1,155
East Leg
Approach 98 6 0 104 0 104 155 9 0 164 0 164
Departure 135 8 0 143 0 143 106 6 0 112 0 112
Total 233 14 0 247 0 247 261 15 0 276 0 276
West Leg
Approach 33 2 0 35 0 35 16 0 0 16 0 16
Departure 30 1 0 31 0 31 36 2 0 38 0 38
Total 63 3 0 66 0 66 52 2 0 54 0 54
Southwest leg
Approach 11 0 0 11 0 11 29 0 0 29 0 29
Departure 12 0 0 12 0 12 12 0 0 12 0 12
Total 23 0 0 23 0 23 41 0 0 41 0 41
Total Approaches
Approach 1,022 58 2 1,082 37 1,119 1,299 74 4 1,377 41 1,418 Departure 1,022 58 2 1,082 37 1,119 1,299 74 4 1,377 41 1,418 Total 2,044 116 4 2,164 74 2,238 2,598 148 8 2,754 82 2,836 Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Int3_5Leg\model_5 leg Int.xlsx PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project V olumes Growth Trips Project Trips Project Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM  Peak Hour
4M a d i s o n Street/Railroad Avenue
NBL 7 0 0 7 3 10 3 0 0 3 7 10
NBT 445 27 1 473 0 473 437 26 2 465 0 465
NBR 0 0 0 0 0 00 0 0 0 0 0
SBL 0 0 0 0 0 00 0 0 0 0 0
SBT 327 20 1 348 0 348 552 33 2 587 0 587
SBR 12 1 0 13 10 23 11 1 0 12 25 37
EBL 3 0 0 3 27 30 3 0 0 3 16 19
EBT 0 0 0 0 0 00 0 0 0 0 0
EBR 9 1 0 10 8 18 11 1 0 12 5 17
WBL 0 0 0 0 0 00 0 0 0 0 0
WBT 0 0 0 0 0 00 0 0 0 0 0
WBR 0 0 0 0 0 00 0 0 0 0 0
North Leg
Approach 339 21 1 361 10 371 563 34 2 599 25 624
Departure 448 27 1 476 27 503 440 26 2 468 16 484
Total 787 48 2 837 37 874 1,003 60 4 1,067 41 1,108
South Leg
Approach 452 27 1 480 3 483 440 26 2 468 7 475
Departure 336 21 1 358 8 366 563 34 2 599 5 604
Total 788 48 2 838 11 849 1,003 60 4 1,067 12 1,079
East Leg
A p p r o a c h 0 0000 0 0 0 0000
D e p a r t u r e 0 0000 0 0 0 0000
T o t a l 0 0000 0 0 0 0000
West Leg
Approach 12 1 0 13 35 48 14 1 0 15 21 36
Departure 19 1 0 20 13 33 14 1 0 15 32 47
T o t a l 3 1 2 03 3 4 8 8 1 2 8 2 03 0 5 3 8 3
Total Approaches
Approach 803 49 2 854 48 902 1,017 61 4 1,082 53 1,135
Departure 803 49 2 854 48 902 1,017 61 4 1,082 53 1,135 Total 1,606 98 4 1,708 96 1, 804 2,034 122 8 2,164 106 2,270 P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2025 OY TM (1/27/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project V olumes Growth Trips Project Trips Project Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM  Peak Hour
5P r o j e c t Driveway 1/Railroad Avenue
NBL 2 2 1 1
NBT 0 0 0 0
NBR 10 10 6 6
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 15 01 5 50 5
EBR 1 1 2 2
WBL 4 4 9 9
WBT 9 09 19 0 19
WBR 0 0 0 0
North Leg
A p p r o a c h 0 0000 0 0 0 0000
D e p a r t u r e 0 0000 0 0 0 0000
T o t a l 0 0000 0 0 0 0000
South Leg
A p p r o a c h 0 000 1 2 1 2 0 0 0077
D e p a r t u r e 0 0005 5 0 0 00 1 1 1 1
Total 0 0 0 0 17 17 0 0 0 0 18 18
East Leg
Approach 0 0 0 9 4 13 0 0 0 19 9 28
Departure 0 0 0 15 10 25 0 0 0 5 6 11
Total 0 0 0 24 14 38 0 0 0 24 15 39
West Leg
Approach 0 0 0 15 1 16 0 0 0 5 2 7
Departure 0 0 0 9 2 11 0 0 0 19 1 20
Total 0 0 0 24 3 27 0 0 0 24 3 27
Total Approaches
Approach 0 0 0 24 17 41 0 0 0 24 18 42
Departure 0 0 0 24 17 41 0 0 0 24 18 42
Total 0 0 0 48 34 82 0 0 0 48 36 84
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2025 OY TM (1/27/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project V olumes Growth Trips Project Trips Project Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM  Peak Hour
6P r o j e c t Driveway 2/Railroad Avenue
NBL 2 2 1 1
NBT 0 0 0 0
NBR 0 0 0 0
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT
13 10 23 25 63 1
EBR 1 1 2 2
WBL 0 0 0 0
WBT
24 42 8 23 93 2
WBR 0 0 0 0
North Leg
A p p r o a c h 0 0000 0 0 0 0000
D e p a r t u r e 0 0000 0 0 0 0000
T o t a l 0 0000 0 0 0 0000
South Leg
A p p r o a c h 0 0002 2 0 0 0011
D e p a r t u r e 0 0001 1 0 0 0022
T o t a l 0 0003 3 0 0 0033
East Leg
A p p r o a c h 00 02 44 2 8 0 002 393 2
Departure 0 0 0 13 10 23 0 0 0 25 6 31
Total 0 0 0 37 14 51 0 0 0 48 15 63
West Leg
Approach 0 0 0 13 11 24 0 0 0 25 8 33
Departure 0 0 0 24 6 30 0 0 0 23 10 33
Total 0 0 0 37 17 54 0 0 0 48 18 66
Total Approaches
Approach 0 0 0 37 17 54 0 0 0 48 18 66
Departure 0 0 0 37 17 54 0 0 0 48 18 66
Total 0 0 0 74 34 108 0 0 0 96 36 132
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2025 OY TM (1/27/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing (2022) ‐ Cumulative OY OY Existing (2022) ‐ Cumulative OY OY (2022) (2025) Project Without Project   With (2022) (2025) Project Without Project   With Volumes Growth Trips Project Trips Project V olumes Growth Trips Project Trips Project Table C‐2 ‐ Project Opening Year (2025) Peak Hour PCE Volume Summary AM Peak Hour PM  Peak Hour
7P r o j e c t Driveway 3/Railroad Avenue
NBL 0 0 0 0
NBT 0 0 0 0
NBR 25 25 15 15
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 13 10 23 25 6 31
EBR 0 0 0 0
WBL 9 9 23 23
WBT 24 4 28 23 9 32
WBR 0 0 0 0
North Leg
A p p r o a c h 0 0000 0 0 0 0000
D e p a r t u r e 0 0000 0 0 0 0000
T o t a l 0 0000 0 0 0 0000
South Leg
Approach 0 0 0 0 25 25 0 0 0 0 15 15
D e p a r t u r e 0 0009 9 0 0 00 2 3 2 3
Total 0 0 0 0 34 34 0 0 0 0 38 38
East Leg
Approach 0 0 0 24 13 37 0 0 0 23 32 55
Departure 0 0 0 13 35 48 0 0 0 25 21 46
Total 0 0 0 37 48 85 0 0 0 48 53 101
West Leg
Approach 0 0 0 13 10 23 0 0 0 25 6 31
Departure 0 0 0 24 4 28 0 0 0 23 9 32
Total 0 0 0 37 14 51 0 0 0 48 15 63
Total Approaches
Approach 0 0 0 37 48 85 0 0 0 48 53 101
Departure 0 0 0 37 48 85 0 0 0 48 53 101
Total 0 0 0 74 96 170 0 0 0 96 106 202
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2025 OY TM (1/27/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w /o Project Trips Project
1 Winstrom Street/Railroad  Avenue
N B L 000 000
N B T 000 000
N B R 000 000
SBL 7 1 8 19 2 21
S B T 000 000
S B R 101 404
E B L 707 404
E B T 81 0 1 8 9 61 5
E B R 000 000
W B L 000 000
WBT 15 4 19 22 9 31
WBR 11 2 13 4 1 5
North Leg
Approach 8 1 9 23 2 25
Departure 18 2 20 8 1 9
Total 26 3 29 31 3 34
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 26 6 32 26 10 36
Departure 15 11 26 28 8 36
Total 41 17 58 54 18 72
West Leg
Approach 15 10 25 13 6 19
Departure 16 4 20 26 9 35
Total 31 14 45 39 15 54
Total Approaches
Approach 49 17 66 62 18 80
Departure 49 17 66 62 18 80
Total 98 34 132 124 36 160
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w /o Project Trips Project
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
2 Madison  Street/Indiana Avenue
NBL 65 0 65 68 0 68
NBT 488 23 511 503 14 517
NBR 50 4 54 34 2 36
SBL 272 0 272 262 0 262
SBT 419 8 427 608 22 630
SBR 208 0 208 115 0 115
EBL 162 0 162 227 0 227
EBT 324 0 324 425 0 425
EBR 52 0 52 80 0 80
WBL 40 1 41 56 4 60
WBT 237 0 237 252 0 252
WBR 303 0 303 363 0 363
North Leg
Approach 899 8 907 985 22 1,007
Departure 953 23 976 1,093 14 1,107
Total 1,852 31 1,883 2,078 36 2,114
South Leg
Approach 603 27 630 605 16 621
Departure 511 9 520 744 26 770
Total 1,114 36 1,150 1,349 42 1,391
East Leg
Approach 580 1 581 671 4 675
Departure 646 4 650 721 2 723
Total 1,226 5 1,231 1,392 6 1,398
West Leg
Approach 538 0 538 732 0 732
Departure 510 0 510 435 0 435
Total 1,048 0 1,048 1,167 0 1,167
Total Approaches
Approach 2,620 36 2,656 2,993 42 3,035
Departure 2,620 36 2,656 2,993 42 3,035
Total 5,240 72 5,312 5,986 84 6,070
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w/o Projec t Trips Project
3 Madison  Street/Casa Blanca Street
NBL 8 08 60 6
NBT 559 27 586 487 16 503
NBBR 4 04 10 1
NBR 86 08 6 40 0 40
SBHL 8 08 11 0 11
SBL 98 09 8 75 0 75
SBT 343 10 353 657 25 682
SBR 27 02 7 36 0 36
EBL 11 01 1 11 0 11
EBBL 0 00 00 0
EBT 13 01 3 10 1
EBR 16 01 6 11 0 11
WBL 22 02 2 56 0 56
WBT 2 02 10 1
WBR 85 08 5 112 0 112
WBHR 0 00 00 0
SWBHL 0 00 00 0
SWBBL 0 00 00 0
SWBBR 0 00 00 0
SWBHR 11 01 1 29 0 29
North Leg
Approach 476 10 486 779 25 804
Departure 666 27 693 639 16 655
Total 1,142 37 1,179 1,418 41 1,459
South Leg
Approach 657 27 684 534 16 550
Departure 381 10 391 724 25 749
Total 1,038 37 1,075 1,258 41 1,299
East Leg
Approach 109 0 109 169 0 169
Departure 196 0 196 116 0 116
Total 305 0 305 285 0 285
West Leg
Approach 40 0 40 23 0 23
Departure 37 0 37 43 0 43
Total 77 0 77 66 0 66
Southwest leg
Approach 11 0 11 29 0 29
Departure 12 0 12 12 0 12
Total 23 0 23 41 0 41
Total Approaches
Approach 1,293 37 1,330 1,534 41 1,575
Departure 1,293 37 1,330 1,534 41 1,575
Total 2,586 74 2,660 3,068 82 3,150
AM Peak Hour PM Peak Hour
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary P:\GBC2201 Madison Flats\Technical Studies\Traffic\Int3_5Leg\model_5 leg Int.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w /o Project Trips Project
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
4 Madison  Street/Railroad Avenue
NBL 9 3 12 3 7 10
NBT 591 0 591 488 0 488
N B R 000 000
S B L 000 000
SBT 365 0 365 676 0 676
SBR 14 10 24 13 25 38
EBL 4 27 31 4 16 20
E B T 000 000
EBR 12 8 20 13 5 18
W B L 000 000
W B T 000 000
W B R 000 000
North Leg
Approach 379 10 389 689 25 714
Departure 595 27 622 492 16 508
Total 974 37 1,011 1,181 41 1,222
South Leg
Approach 600 3 603 491 7 498
Departure 377 8 385 689 5 694
Total 977 11 988 1,180 12 1,192
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 16 35 51 17 21 38
Departure 23 13 36 16 32 48
Total 39 48 87 33 53 86
Total Approaches
Approach 995 48 1,043 1,197 53 1,250
Departure 995 48 1,043 1,197 53 1,250
Total 1,990 96 2,086 2,394 106 2,500
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w /o Project Trips Project
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
5 Project  Driveway 1/Railroad Avenue
N B L 22 11
N B T 00 00
NBR 10 10 6 6
S B L 00 00
S B T 00 00
S B R 00 00
E B L 00 00
EBT 17 0 17 6 0 6
E B R 11 22
W B L 44 99
WBT 11 0 11 21 0 21
W B R 00 00
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 12 12 0 7 7
Departure 0 5 5 0 11 11
Total 0 17 17 0 18 18
East Leg
Approach 11 4 15 21 9 30
Departure 17 10 27 6 6 12
Total 28 14 42 27 15 42
West Leg
Approach 17 1 18 6 2 8
Departure 11 2 13 21 1 22
Total 28 3 31 27 3 30
Total Approaches
Approach 28 17 45 27 18 45
Departure 28 17 45 27 18 45
Total 56 34 90 54 36 90
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w /o Project Trips Project
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
6 Project  Driveway 2/Railroad Avenue
N B L 22 11
N B T 00 00
N B R 00 00
S B L 00 00
S B T 00 00
S B R 00 00
E B L 00 00
EBT 16 10 26 28 6 34
E B R 11 22
W B L 00 00
WBT 26 4 30 26 9 35
W B R 00 00
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 2 2 0 1 1
Departure 0 1 1 0 2 2
Total 0 3 3 0 3 3
East Leg
Approach 26 4 30 26 9 35
Departure 16 10 26 28 6 34
Total 42 14 56 54 15 69
West Leg
Approach 16 11 27 28 8 36
Departure 26 6 32 26 10 36
Total 42 17 59 54 18 72
Total Approaches
Approach 42 17 59 54 18 72
Departure 42 17 59 54 18 72
Total 84 34 118 108 36 144
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative Cumulative
Cumulative Project  With Cumulative Project  With
w/o Project Trips Project w /o Project Trips Project
Table C‐3 ‐ Cumulative (2045) Peak Hour PCE Volume Summary AM Peak Hour PM Peak Hour
7 Project  Driveway 3/Railroad Avenue
N B L 00 00
N B T 00 00
NBR 25 25 15 15
S B L 00 00
S B T 00 00
S B R 00 00
E B L 00 00
EBT 16 10 26 28 6 34
E B R 00 00
WBL 9 9 23 23
WBT 26 4 30 26 9 35
W B R 00 00
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 25 25 0 15 15
Departure 0 9 9 0 23 23
Total 0 34 34 0 38 38
East Leg
Approach 26 13 39 26 32 58
Departure 16 35 51 28 21 49
Total 42 48 90 54 53 107
West Leg
Approach 16 10 26 28 6 34
Departure 26 4 30 26 9 35
Total 42 14 56 54 15 69
Total Approaches
Approach 42 48 90 54 53 107
Departure 42 48 90 54 53 107
Total 84 96 180 108 106 214
P:\GBC2201 Madison Flats\Technical Studies\Traffic\model.xlsx\2045 TM (2/18/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC   O PERATIONAL  A NALYSIS
M AY   2023
M ADISON   F LATS   P ROJECT
C ITY   OF   R IVERSIDE ,  C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) APPENDIX D

INTERSECTION LEVEL OF SERVICE WORKSHEETS
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madision Flats Project
1: Railroad Avenue & Winstrom Street Existing AM
LSA Synchro 11 Report
01/24/2023 Page 1
Intersection
Int Delay, s/veh 2.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 6 7 13 9 6 1
Future Vol, veh/h 6 7 13 9 6 1
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 70 70 70 70 70 70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 9 10 19 13 9 1

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 32 0 - 0 54 26
Stage 1 - - - - 26 -
Stage 2 - - - - 28 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1593 - - - 959 1056
Stage 1 - - - - 1002 -
Stage 2 - - - - 1000 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1593 - - - 953 1056
Mov Cap-2 Maneuver - - - - 953 -
Stage 1 - - - - 996 -
Stage 2 - - - - 1000 -

Approach EB WB SB
HCM Control Delay, s 3.4 0 8.8

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1593 - - - 966
HCM Lane V/C Ratio 0.005 - - - 0.01
HCM Control Delay (s) 7.3 0 - - 8.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madision Flats Project 2: Madison St & Indiana Avenue Existing AM
LSA Synchro 11 Report
01/24/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 139 277 42 34 211 273 41 387 29 244 375 177 Future Volume (veh/h) 139 277 42 34 211 273 41 387 29 244 375 177 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 149 298 45 37 227 294 44 416 31 262 403 190 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 171 904 135 48 395 352 412 1390 103 287 786 366 Arrive On Green 0.09 0.29 0.29 0.03 0.22 0.22 0.23 0.41 0.41 0.16 0.33 0.33 Sat Flow, veh/h 1810 3149 470 1810 1805 1610 1810 3401 252 1810 2379 1107 Grp Volume(v), veh/h 149 169 174 37 227 294 44 220 227 262 304 289 Grp Sat Flow(s),veh/h/ln 1810 1805 1814 1810 1805 1610 1810 1805 1848 1810 1805 1680 Q Serve(g_s), s 12.6 11.4 11.7 3.1 17.4 27.0 3.0 12.7 12.8 22.1 21.1 21.5 Cycle Q Clear(g_c), s 12.6 11.4 11.7 3.1 17.4 27.0 3.0 12.7 12.8 22.1 21.1 21.5 Prop In Lane 1.00 0.26 1.00 1.00 1.00 0.14 1.00 0.66
Lane Grp Cap(c), veh/h 171 518 521 48 395 352 412 738 755 287 596 555 V/C Ratio(X) 0.87 0.33 0.33 0.77 0.57 0.83 0.11 0.30 0.30 0.91 0.51 0.52 Avail Cap(c_a), veh/h 233 524 527 233 524 467 412 738 755 467 596 555 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.2 43.5 43.6 75.0 54.1 57.9 47.4 30.9 30.9 64.2 41.8 42.0 Incr Delay (d2), s/veh 20.3 0.4 0.4 17.0 2.8 13.1 0.1 1.0 1.0 13.1 3.1 3.5 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 6.8 5.2 5.3 1.7 8.2 12.2 1.4 5.8 6.0 11.1 9.8 9.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 89.6 43.8 43.9 92.0 56.9 71.0 47.5 31.9 31.9 77.3 44.9 45.4 LnGrp LOS F D D F E E D C C E D D
Approach Vol, veh/h 492 558 491 855
Approach Delay, s/veh 57.7 66.6 33.3 55.0
Approach LOS E E C E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 40.4 56.6 18.7 39.3 28.5 68.4 8.1 49.9 Change Period (Y+Rc), s 5.1 * 5.4 4.0 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 45.0 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 5.0 23.5 14.6 29.0 24.1 14.8 5.1 13.7 Green Ext Time (p_c), s 0.0 3.6 0.1 4.9 0.5 2.3 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 53.8
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madision Flats Project
SimTraffic Performance Report Existing AM
LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.6 Total Del/Veh (s) 9.6 6.3 0.9 0.4 0.9 5.4 1.4 1.5 1.9 2.2 Stop Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 Stop Del/Veh (s) 8.1 7.6 0.0 0.0 0.0 2.1 0.1 0.2 2.7 1.3 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madision Flats Project
4: Madison St & Railroad Avenue Existing AM
LSA Synchro 11 Report
01/24/2023 Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 9 7 445 327 12
Future Vol, veh/h 3 9 7 445 327 12
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 3 10 8 517 380 14

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 659 384 398 0 - 0
Stage 1 384 - - - - -
Stage 2 275 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 416 668 1172 - - -
Stage 1 693 - - - - -
Stage 2 753 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 410 665 1168 - - -
Mov Cap-2 Maneuver 513 - - - - -
Stage 1 685 - - - - -
Stage 2 750 - - - - -

Approach EB NB SB
HCM Control Delay, s 11 0.1 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1168 - 619 - -
HCM Lane V/C Ratio 0.007 - 0.023 - -
HCM Control Delay (s) 8.1 - 11 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Existing PM
LSA Synchro 11 Report
01/24/2023 Page 1
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 8 19 3 16 3
Future Vol, veh/h 3 8 19 3 16 3
Conflicting Peds, #/hr 0 0 0 0 0 3
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 70 70 70 70 70 70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 4 11 27 4 23 4

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 31 0 - 0 48 32
Stage 1 - - - - 29 -
Stage 2 - - - - 19 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1595 - - - 967 1048
Stage 1 - - - - 999 -
Stage 2 - - - - 1009 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1595 - - - 964 1045
Mov Cap-2 Maneuver - - - - 964 -
Stage 1 - - - - 996 -
Stage 2 - - - - 1009 -

Approach EB WB SB
HCM Control Delay, s 2 0 8.8

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1595 - - - 976
HCM Lane V/C Ratio 0.003 - - - 0.028
HCM Control Delay (s) 7.3 0 - - 8.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St & Indiana Avenue Existing PM
LSA Synchro 11 Report
01/24/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 195 380 69 48 221 326 58 465 31 237 501 97 Future Volume (veh/h) 195 380 69 48 221 326 58 465 31 237 501 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 210 409 74 52 238 351 62 500 33 255 539 104 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 231 1067 192 67 451 402 280 1168 77 280 994 191 Arrive On Green 0.13 0.35 0.35 0.04 0.25 0.25 0.15 0.34 0.34 0.15 0.33 0.33 Sat Flow, veh/h 1810 3056 549 1810 1805 1610 1810 3438 226 1810 3010 578 Grp Volume(v), veh/h 210 240 243 52 238 351 62 262 271 255 322 321 Grp Sat Flow(s),veh/h/ln 1810 1805 1800 1810 1805 1610 1810 1805 1859 1810 1805 1783 Q Serve(g_s), s 17.8 15.5 15.7 4.4 17.7 32.4 4.6 17.4 17.5 21.5 22.6 22.8 Cycle Q Clear(g_c), s 17.8 15.5 15.7 4.4 17.7 32.4 4.6 17.4 17.5 21.5 22.6 22.8 Prop In Lane 1.00 0.30 1.00 1.00 1.00 0.12 1.00 0.32
Lane Grp Cap(c), veh/h 231 630 628 67 451 402 280 613 632 280 596 589 V/C Ratio(X) 0.91 0.38 0.39 0.77 0.53 0.87 0.22 0.43 0.43 0.91 0.54 0.54 Avail Cap(c_a), veh/h 233 630 628 233 524 467 280 613 632 467 596 589 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.7 37.9 38.0 74.0 50.2 55.8 57.3 39.5 39.5 64.5 42.3 42.4 Incr Delay (d2), s/veh 35.1 0.4 0.4 12.8 2.0 17.3 0.3 2.2 2.1 12.1 3.5 3.6 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 10.4 6.9 7.0 2.3 8.2 14.9 2.2 8.1 8.4 10.8 10.6 10.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 101.9 38.3 38.3 86.8 52.3 73.1 57.6 41.7 41.7 76.6 45.8 46.0 LnGrp LOS F D D F D E E D D E D D
Approach Vol, veh/h 693 641 595 898
Approach Delay, s/veh 57.6 66.5 43.3 54.6
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 29.1 56.6 25.2 44.1 28.0 57.8 9.8 59.5 Change Period (Y+Rc), s 5.1 * 5.4 5.4 * 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 * 45 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 6.6 24.8 19.8 34.4 23.5 19.5 6.4 17.7 Green Ext Time (p_c), s 0.1 3.9 0.0 4.3 0.5 2.4 0.0 2.8 Intersection Summary
HCM 6th Ctrl Delay 55.7
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Existing PM
LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.7 Total Del/Veh (s) 11.6 8.1 1.2 0.6 0.4 4.1 1.6 1.3 6.2 2.2 Stop Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.4 Stop Del/Veh (s) 10.2 9.2 0.5 0.0 0.0 2.9 0.1 0.1 7.1 1.3 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison St & Railroad Avenue Existing PM
LSA Synchro 11 Report
01/24/2023 Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 11 3 437 552 11
Future Vol, veh/h 3 11 3 437 552 11
Conflicting Peds, #/hr 0 0 7 0 0 7
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 3 13 3 508 642 13

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 909 649 662 0 - 0
Stage 1 649 - - - - -
Stage 2 260 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 293 473 936 - - -
Stage 1 524 - - - - -
Stage 2 766 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 288 470 930 - - -
Mov Cap-2 Maneuver 405 - - - - -
Stage 1 519 - - - - -
Stage 2 761 - - - - -

Approach EB NB SB
HCM Control Delay, s 13.2 0.1 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 930 - 454 - -
HCM Lane V/C Ratio 0.004 - 0.036 - -
HCM Control Delay (s) 8.9 - 13.2 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Opening Year (2025) NP AM LSA Synchro 11 Report
01/26/2023 Page 1
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 6 7 14 10 6 1
Future Vol, veh/h 6 7 14 10 6 1
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 70 70 70 70 70 70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 9 10 20 14 9 1

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 34 0 - 0 55 27
Stage 1 - - - - 27 -
Stage 2 - - - - 28 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1591 - - - 958 1054
Stage 1 - - - - 1001 -
Stage 2 - - - - 1000 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1591 - - - 952 1054
Mov Cap-2 Maneuver - - - - 952 -
Stage 1 - - - - 995 -
Stage 2 - - - - 1000 -

Approach EB WB SB
HCM Control Delay, s 3.4 0 8.8

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1591 - - - 965
HCM Lane V/C Ratio 0.005 - - - 0.01
HCM Control Delay (s) 7.3 0 - - 8.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St & Indiana Avenue Opening Year (2025) NP AM LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 294 45 36 226 289 43 411 31 259 399 198 Future Volume (veh/h) 154 294 45 36 226 289 43 411 31 259 399 198 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 166 316 48 39 243 311 46 442 33 278 429 213 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 188 960 144 51 414 369 377 1293 96 303 770 378 Arrive On Green 0.10 0.31 0.31 0.03 0.23 0.23 0.21 0.38 0.38 0.17 0.33 0.33 Sat Flow, veh/h 1810 3146 473 1810 1805 1610 1810 3400 253 1810 2332 1146 Grp Volume(v), veh/h 166 180 184 39 243 311 46 234 241 278 331 311 Grp Sat Flow(s),veh/h/ln 1810 1805 1814 1810 1805 1610 1810 1805 1848 1810 1805 1673 Q Serve(g_s), s 14.0 11.9 12.2 3.3 18.6 28.6 3.2 14.3 14.4 23.4 23.3 23.7 Cycle Q Clear(g_c), s 14.0 11.9 12.2 3.3 18.6 28.6 3.2 14.3 14.4 23.4 23.3 23.7 Prop In Lane 1.00 0.26 1.00 1.00 1.00 0.14 1.00 0.68
Lane Grp Cap(c), veh/h 188 551 553 51 414 369 377 686 703 303 596 553 V/C Ratio(X) 0.88 0.33 0.33 0.77 0.59 0.84 0.12 0.34 0.34 0.92 0.56 0.56 Avail Cap(c_a), veh/h 233 551 553 233 524 467 377 686 703 467 596 553 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 68.5 41.6 41.7 74.8 53.2 57.1 49.9 34.2 34.2 63.5 42.6 42.7 Incr Delay (d2), s/veh 25.0 0.3 0.4 16.2 2.8 14.0 0.1 1.3 1.3 15.2 3.7 4.1 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 7.7 5.4 5.5 1.8 8.7 12.9 1.5 6.6 6.8 12.0 10.9 10.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 93.5 41.9 42.0 91.0 56.0 71.1 50.0 35.5 35.6 78.7 46.3 46.8 LnGrp LOS F D D F E E D D D E D D
Approach Vol, veh/h 530 593 521 920
Approach Delay, s/veh 58.1 66.2 36.8 56.3
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 37.4 56.6 20.1 40.9 29.9 64.0 8.4 52.7 Change Period (Y+Rc), s 5.1 * 5.4 4.0 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 45.0 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 5.2 25.7 16.0 30.6 25.4 16.4 5.3 14.2 Green Ext Time (p_c), s 0.0 3.9 0.1 4.9 0.5 2.4 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 55.0
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Opening Year (2025) NP AM LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.7 Total Del/Veh (s) 12.4 5.9 1.8 0.4 0.9 5.2 1.4 1.7 3.2 2.2 Stop Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 Stop Del/Veh (s) 11.0 7.0 0.7 0.0 0.0 1.9 0.1 0.1 4.1 1.3 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison St & Railroad Avenue Opening Year (2025) NP AM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 10 7 473 348 13
Future Vol, veh/h 3 10 7 473 348 13
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 3 12 8 550 405 15

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 700 409 424 0 - 0
Stage 1 409 - - - - -
Stage 2 291 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 393 647 1146 - - -
Stage 1 675 - - - - -
Stage 2 739 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 387 645 1142 - - -
Mov Cap-2 Maneuver 495 - - - - -
Stage 1 668 - - - - -
Stage 2 736 - - - - -

Approach EB NB SB
HCM Control Delay, s 11.1 0.1 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1142 - 603 - -
HCM Lane V/C Ratio 0.007 - 0.025 - -
HCM Control Delay (s) 8.2 - 11.1 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Opening Year (2025) NP PM LSA Synchro 11 Report
01/26/2023 Page 1
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 8 20 3 17 3
Future Vol, veh/h 3 8 20 3 17 3
Conflicting Peds, #/hr 0 0 0 0 0 3
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 70 70 70 70 70 70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 4 11 29 4 24 4

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 33 0 - 0 50 34
Stage 1 - - - - 31 -
Stage 2 - - - - 19 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1592 - - - 964 1045
Stage 1 - - - - 997 -
Stage 2 - - - - 1009 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1592 - - - 961 1042
Mov Cap-2 Maneuver - - - - 961 -
Stage 1 - - - - 994 -
Stage 2 - - - - 1009 -

Approach EB WB SB
HCM Control Delay, s 2 0 8.8

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1592 - - - 972
HCM Lane V/C Ratio 0.003 - - - 0.029
HCM Control Delay (s) 7.3 0 - - 8.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St & Indiana Avenue Opening Year (2025) NP PM LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 216 405 73 51 235 346 61 494 33 251 532 113 Future Volume (veh/h) 216 405 73 51 235 346 61 494 33 251 532 113 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 232 435 78 55 253 372 66 531 35 270 572 122 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 233 1099 196 71 470 419 259 1098 72 295 975 207 Arrive On Green 0.13 0.36 0.36 0.04 0.26 0.26 0.14 0.32 0.32 0.16 0.33 0.33 Sat Flow, veh/h 1810 3061 545 1810 1805 1610 1810 3438 226 1810 2951 627 Grp Volume(v), veh/h 232 255 258 55 253 372 66 278 288 270 349 345 Grp Sat Flow(s),veh/h/ln 1810 1805 1801 1810 1805 1610 1810 1805 1859 1810 1805 1773 Q Serve(g_s), s 19.9 16.4 16.6 4.7 18.7 34.4 5.0 19.2 19.3 22.8 24.9 25.1 Cycle Q Clear(g_c), s 19.9 16.4 16.6 4.7 18.7 34.4 5.0 19.2 19.3 22.8 24.9 25.1 Prop In Lane 1.00 0.30 1.00 1.00 1.00 0.12 1.00 0.35
Lane Grp Cap(c), veh/h 233 648 647 71 470 419 259 577 594 295 596 586 V/C Ratio(X) 0.99 0.39 0.40 0.77 0.54 0.89 0.26 0.48 0.48 0.92 0.59 0.59 Avail Cap(c_a), veh/h 233 648 647 233 524 467 259 577 594 467 596 586 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.4 37.1 37.2 73.8 49.3 55.1 59.1 42.4 42.5 63.8 43.1 43.1 Incr Delay (d2), s/veh 57.0 0.4 0.4 12.4 2.0 19.2 0.4 2.9 2.8 14.2 4.2 4.3 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 12.8 7.3 7.4 2.4 8.7 16.0 2.3 9.1 9.4 11.5 11.7 11.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 124.4 37.5 37.6 86.1 51.4 74.3 59.5 45.3 45.3 78.0 47.3 47.5 LnGrp LOS F D D F D E E D D E D D
Approach Vol, veh/h 745 680 632 964
Approach Delay, s/veh 64.6 66.7 46.8 56.0
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 27.3 56.6 25.4 45.7 29.2 54.6 10.1 61.1 Change Period (Y+Rc), s 5.1 * 5.4 5.4 * 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 * 45 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.0 27.1 21.9 36.4 24.8 21.3 6.7 18.6 Green Ext Time (p_c), s 0.1 4.2 0.0 3.9 0.5 2.4 0.1 3.0 Intersection Summary
HCM 6th Ctrl Delay 58.6
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Opening Year (2025) NP PM LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.7 Total Del/Veh (s) 12.3 6.1 3.3 0.6 0.5 5.5 1.6 1.2 2.5 2.0 Stop Delay (hr) 0.1 0.2 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.4 Stop Del/Veh (s) 11.0 7.1 2.4 0.0 0.0 4.2 0.1 0.1 3.5 1.2 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison St & Railroad Avenue Opening Year (2025) NP PM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 12 3 465 587 12
Future Vol, veh/h 3 12 3 465 587 12
Conflicting Peds, #/hr 0 0 7 0 0 7
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 3 14 3 541 683 14

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 967 690 704 0 - 0
Stage 1 690 - - - - -
Stage 2 277 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 270 449 903 - - -
Stage 1 502 - - - - -
Stage 2 751 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 265 446 897 - - -
Mov Cap-2 Maneuver 385 - - - - -
Stage 1 497 - - - - -
Stage 2 746 - - - - -

Approach EB NB SB
HCM Control Delay, s 13.7 0.1 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 897 - 432 - -
HCM Lane V/C Ratio 0.004 - 0.04 - -
HCM Control Delay (s) 9 - 13.7 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th AWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Opening Year (2025) WP AM LSA Synchro 11 Report
02/14/2023 Page 1
Intersection
Intersection Delay, s/veh 7.1
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 6 17 18 12 7 1
Future Vol, veh/h 6 17 18 12 7 1
Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 9 24 26 17 10 1
Number of Lanes 0 1 1 0 1 0
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 1 1
HCM Control Delay 7.2 6.9 7.2

HCM LOS A A A

Lane EBLn1 WBLn1 SBLn1
Vol Left, % 26% 0% 88%
Vol Thru, % 74% 60% 0%
Vol Right, % 0% 40% 12%
Sign Control Stop Stop Stop
Traffic Vol by Lane 23 30 8
LT Vol 6 0 7
Through Vol 17 18 0
RT Vol 0 12 1
Lane Flow Rate 33 43 11
Geometry Grp 1 1 1
Degree of Util (X) 0.037 0.044 0.013
Departure Headway (Hd) 4.004 3.704 4.13
Convergence, Y/N Yes Yes Yes
Cap 897 969 866
Service Time 2.015 1.717 2.157
HCM Lane V/C Ratio 0.037 0.044 0.013
HCM Control Delay 7.2 6.9 7.2
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.1 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison Street & Indiana Avenue Opening Year (2025) WP AM LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 294 45 37 226 289 43 434 35 259 407 198 Future Volume (veh/h) 154 294 45 37 226 289 43 434 35 259 407 198 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 166 316 48 40 243 311 46 467 38 278 438 213 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 188 957 144 52 414 369 384 1284 104 303 767 369 Arrive On Green 0.10 0.30 0.30 0.03 0.23 0.23 0.21 0.38 0.38 0.17 0.33 0.33 Sat Flow, veh/h 1810 3146 473 1810 1805 1610 1810 3375 274 1810 2349 1131 Grp Volume(v), veh/h 166 180 184 40 243 311 46 249 256 278 335 316 Grp Sat Flow(s),veh/h/ln 1810 1805 1814 1810 1805 1610 1810 1805 1844 1810 1805 1676 Q Serve(g_s), s 14.0 11.9 12.2 3.4 18.6 28.6 3.2 15.4 15.5 23.4 23.8 24.2 Cycle Q Clear(g_c), s 14.0 11.9 12.2 3.4 18.6 28.6 3.2 15.4 15.5 23.4 23.8 24.2 Prop In Lane 1.00 0.26 1.00 1.00 1.00 0.15 1.00 0.68
Lane Grp Cap(c), veh/h 188 549 552 52 414 369 384 686 701 303 589 547 V/C Ratio(X) 0.88 0.33 0.33 0.77 0.59 0.84 0.12 0.36 0.37 0.92 0.57 0.58 Avail Cap(c_a), veh/h 233 549 552 233 524 467 384 686 701 467 589 547 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 68.5 41.7 41.7 74.8 53.2 57.1 49.4 34.5 34.6 63.5 43.2 43.3 Incr Delay (d2), s/veh 25.0 0.3 0.4 15.9 2.8 14.0 0.1 1.5 1.5 15.2 4.0 4.4 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 7.7 5.4 5.5 1.8 8.7 12.9 1.5 7.1 7.3 12.0 11.2 10.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 93.5 42.0 42.1 90.6 56.0 71.1 49.5 36.0 36.0 78.7 47.1 47.7 LnGrp LOS F D D F E E D D D E D D
Approach Vol, veh/h 530 594 551 929
Approach Delay, s/veh 58.2 66.2 37.1 56.8
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 38.0 56.0 20.1 40.9 29.9 64.0 8.5 52.6 Change Period (Y+Rc), s 5.1 * 5.4 4.0 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.6 * 51 20.0 45.0 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 5.2 26.2 16.0 30.6 25.4 17.5 5.4 14.2 Green Ext Time (p_c), s 0.0 4.0 0.1 4.9 0.5 2.5 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 55.1
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Opening Year (2025) WP AM LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.3 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.9 Total Del/Veh (s) 14.0 10.1 2.6 0.7 0.8 6.1 1.6 1.4 3.0 2.8 Stop Delay (hr) 0.1 0.3 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.6 Stop Del/Veh (s) 12.5 11.8 1.7 0.2 0.0 2.8 0.1 0.2 3.7 1.9 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison Street & Railroad Avenue Opening Year (2025) WP AM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 18 10 473 348 23
Future Vol, veh/h 30 18 10 473 348 23
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 35 21 12 550 405 27

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 708 409 436 0 - 0
Stage 1 409 - - - - -
Stage 2 299 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 389 647 1134 - - -
Stage 1 675 - - - - -
Stage 2 732 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 382 645 1130 - - -
Mov Cap-2 Maneuver 491 - - - - -
Stage 1 665 - - - - -
Stage 2 729 - - - - -

Approach EB NB SB
HCM Control Delay, s 12.4 0.2 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1130 - 539 - -
HCM Lane V/C Ratio 0.01 - 0.104 - -
HCM Control Delay (s) 8.2 - 12.4 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
5: Project Driveway 1 & Railroad Avenue Opening Year (2025) WP AM LSA Synchro 11 Report
01/26/2023 Page 4
Intersection
Int Delay, s/veh 3.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 15 1 4 9 2 10
Future Vol, veh/h 15 1 4 9 2 10
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 16 1 4 9 2 11

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 17 0 34 17
Stage 1 - - - - 17 -
Stage 2 - - - - 17 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1613 - 984 1068
Stage 1 - - - - 1011 -
Stage 2 - - - - 1011 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1613 - 982 1068
Mov Cap-2 Maneuver - - - - 982 -
Stage 1 - - - - 1011 -
Stage 2 - - - - 1009 -

Approach EB WB NB
HCM Control Delay, s 0 2.2 8.5

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1053 - - 1613 -
HCM Lane V/C Ratio 0.012 - - 0.003 -
HCM Control Delay (s) 8.5 - - 7.2 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
6: Project Driveway 2 & Railroad Avenue Opening Year (2025) WP AM LSA Synchro 11 Report
01/26/2023 Page 5
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 23 1 0 28 2 0
Future Vol, veh/h 23 1 0 28 2 0
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 24 1 0 29 2 0

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 25 0 54 25
Stage 1 - - - - 25 -
Stage 2 - - - - 29 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1603 - 959 1057
Stage 1 - - - - 1003 -
Stage 2 - - - - 999 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1603 - 959 1057
Mov Cap-2 Maneuver - - - - 959 -
Stage 1 - - - - 1003 -
Stage 2 - - - - 999 -

Approach EB WB NB
HCM Control Delay, s 0 0 8.8

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 959 - - 1603 -
HCM Lane V/C Ratio 0.002 - - - -
HCM Control Delay (s) 8.8 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
7: Project Driveway 3 & Railroad Avenue Opening Year (2025) WP AM LSA Synchro 11 Report
01/26/2023 Page 6
Intersection
Int Delay, s/veh 3.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 23 0 9 28 0 25
Future Vol, veh/h 23 0 9 28 0 25
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 24 0 9 29 0 26

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 24 0 71 24
Stage 1 - - - - 24 -
Stage 2 - - - - 47 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1604 - 938 1058
Stage 1 - - - - 1004 -
Stage 2 - - - - 981 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1604 - 932 1058
Mov Cap-2 Maneuver - - - - 932 -
Stage 1 - - - - 1004 -
Stage 2 - - - - 975 -

Approach EB WB NB
HCM Control Delay, s 0 1.8 8.5

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1058 - - 1604 -
HCM Lane V/C Ratio 0.025 - - 0.006 -
HCM Control Delay (s) 8.5 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th AWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Opening Year (2025) WP PM LSA Synchro 11 Report
02/14/2023 Page 1
Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 14 29 4 19 3
Future Vol, veh/h 3 14 29 4 19 3
Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 4 20 41 6 27 4
Number of Lanes 0 1 1 0 1 0
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 1 1
HCM Control Delay 7.2 7.1 7.3

HCM LOS A A A

Lane EBLn1 WBLn1 SBLn1
Vol Left, % 18% 0% 86%
Vol Thru, % 82% 88% 0%
Vol Right, % 0% 12% 14%
Sign Control Stop Stop Stop
Traffic Vol by Lane 17 33 22
LT Vol 3 0 19
Through Vol 14 29 0
RT Vol 0 4 3
Lane Flow Rate 24 47 31
Geometry Grp 1 1 1
Degree of Util (X) 0.027 0.051 0.036
Departure Headway (Hd) 4.026 3.901 4.115
Convergence, Y/N Yes Yes Yes
Cap 889 919 870
Service Time 2.05 1.921 2.142
HCM Lane V/C Ratio 0.027 0.051 0.036
HCM Control Delay 7.2 7.1 7.3
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.2 0.1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison Street & Indiana Avenue Opening Year (2025) WP PM LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 216 405 73 55 235 346 61 508 35 251 554 113 Future Volume (veh/h) 216 405 73 55 235 346 61 508 35 251 554 113 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 232 435 78 59 253 372 66 546 38 270 596 122 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 233 1091 194 76 470 419 259 1094 76 295 983 201 Arrive On Green 0.13 0.36 0.36 0.04 0.26 0.26 0.14 0.32 0.32 0.16 0.33 0.33 Sat Flow, veh/h 1810 3061 545 1810 1805 1610 1810 3423 238 1810 2975 607 Grp Volume(v), veh/h 232 255 258 59 253 372 66 287 297 270 361 357 Grp Sat Flow(s),veh/h/ln 1810 1805 1801 1810 1805 1610 1810 1805 1856 1810 1805 1777 Q Serve(g_s), s 19.9 16.4 16.7 5.0 18.7 34.4 5.0 20.0 20.1 22.8 26.0 26.1 Cycle Q Clear(g_c), s 19.9 16.4 16.7 5.0 18.7 34.4 5.0 20.0 20.1 22.8 26.0 26.1 Prop In Lane 1.00 0.30 1.00 1.00 1.00 0.13 1.00 0.34
Lane Grp Cap(c), veh/h 233 643 642 76 470 419 259 577 593 295 596 587 V/C Ratio(X) 0.99 0.40 0.40 0.78 0.54 0.89 0.26 0.50 0.50 0.92 0.61 0.61 Avail Cap(c_a), veh/h 233 643 642 233 524 467 259 577 593 467 596 587 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.4 37.4 37.5 73.5 49.3 55.1 59.1 42.7 42.7 63.8 43.4 43.5 Incr Delay (d2), s/veh 57.0 0.4 0.4 11.8 2.0 19.2 0.4 3.1 3.0 14.2 4.5 4.6 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 12.8 7.3 7.4 2.6 8.7 16.0 2.3 9.4 9.7 11.5 12.2 12.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 124.4 37.8 37.9 85.4 51.4 74.3 59.5 45.7 45.7 78.0 48.0 48.1 LnGrp LOS F D D F D E E D D E D D
Approach Vol, veh/h 745 684 650 988
Approach Delay, s/veh 64.8 66.8 47.1 56.2
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 27.3 56.6 25.4 45.7 29.2 54.6 10.5 60.6 Change Period (Y+Rc), s 5.1 * 5.4 5.4 * 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 * 45 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.0 28.1 21.9 36.4 24.8 22.1 7.0 18.7 Green Ext Time (p_c), s 0.1 4.3 0.0 3.9 0.5 2.4 0.1 3.0 Intersection Summary
HCM 6th Ctrl Delay 58.7
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Opening Year (2025) WP PM LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.3 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.7 Total Del/Veh (s) 10.4 10.4 2.0 0.7 0.4 3.3 1.3 1.0 6.4 2.2 Stop Delay (hr) 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 Stop Del/Veh (s) 9.1 11.5 1.2 0.1 0.0 2.0 0.1 0.1 7.4 1.5 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison Street & Railroad Avenue Opening Year (2025) WP PM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 19 17 10 465 587 37
Future Vol, veh/h 19 17 10 465 587 37
Conflicting Peds, #/hr 0 0 7 0 0 7
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 22 20 12 541 683 43

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 985 690 733 0 - 0
Stage 1 690 - - - - -
Stage 2 295 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 263 449 881 - - -
Stage 1 502 - - - - -
Stage 2 736 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 256 446 875 - - -
Mov Cap-2 Maneuver 377 - - - - -
Stage 1 491 - - - - -
Stage 2 731 - - - - -

Approach EB NB SB
HCM Control Delay, s 14.9 0.2 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 875 - 407 - -
HCM Lane V/C Ratio 0.013 - 0.103 - -
HCM Control Delay (s) 9.2 - 14.9 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
5: Project Driveway 1 & Railroad Avenue Opening Year (2025) WP PM LSA Synchro 11 Report
01/26/2023 Page 4
Intersection
Int Delay, s/veh 2.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 5 2 9 19 1 6
Future Vol, veh/h 5 2 9 19 1 6
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 5 2 9 20 1 6

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 7 0 44 6
Stage 1 - - - - 6 -
Stage 2 - - - - 38 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1627 - 972 1083
Stage 1 - - - - 1022 -
Stage 2 - - - - 990 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1627 - 966 1083
Mov Cap-2 Maneuver - - - - 966 -
Stage 1 - - - - 1022 -
Stage 2 - - - - 984 -

Approach EB WB NB
HCM Control Delay, s 0 2.3 8.4

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1065 - - 1627 -
HCM Lane V/C Ratio 0.007 - - 0.006 -
HCM Control Delay (s) 8.4 - - 7.2 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
6: Project Driveway 2 & Railroad Avenue Opening Year (2025) WP PM LSA Synchro 11 Report
01/26/2023 Page 5
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 31 2 0 32 1 0
Future Vol, veh/h 31 2 0 32 1 0
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 33 2 0 34 1 0

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 35 0 68 34
Stage 1 - - - - 34 -
Stage 2 - - - - 34 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1589 - 942 1045
Stage 1 - - - - 994 -
Stage 2 - - - - 994 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1589 - 942 1045
Mov Cap-2 Maneuver - - - - 942 -
Stage 1 - - - - 994 -
Stage 2 - - - - 994 -

Approach EB WB NB
HCM Control Delay, s 0 0 8.8

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 942 - - 1589 -
HCM Lane V/C Ratio 0.001 - - - -
HCM Control Delay (s) 8.8 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
7: Project Driveway 3 & Railroad Avenue Opening Year (2025) WP PM LSA Synchro 11 Report
01/26/2023 Page 6
Intersection
Int Delay, s/veh 3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 31 0 23 32 0 15
Future Vol, veh/h 31 0 23 32 0 15
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 33 0 24 34 0 16

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 33 0 115 33
Stage 1 - - - - 33 -
Stage 2 - - - - 82 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1592 - 886 1046
Stage 1 - - - - 995 -
Stage 2 - - - - 946 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1592 - 873 1046
Mov Cap-2 Maneuver - - - - 873 -
Stage 1 - - - - 995 -
Stage 2 - - - - 932 -

Approach EB WB NB
HCM Control Delay, s 0 3.1 8.5

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1046 - - 1592 -
HCM Lane V/C Ratio 0.015 - - 0.015 -
HCM Control Delay (s) 8.5 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Cumulative (2045) NP AM LSA Synchro 11 Report
01/26/2023 Page 1
Intersection
Int Delay, s/veh 2.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 7 8 15 11 7 1
Future Vol, veh/h 7 8 15 11 7 1
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 70 70 70 70 70 70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 10 11 21 16 10 1

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 37 0 - 0 60 29
Stage 1 - - - - 29 -
Stage 2 - - - - 31 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1587 - - - 952 1052
Stage 1 - - - - 999 -
Stage 2 - - - - 997 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1587 - - - 946 1052
Mov Cap-2 Maneuver - - - - 946 -
Stage 1 - - - - 993 -
Stage 2 - - - - 997 -

Approach EB WB SB
HCM Control Delay, s 3.4 0 8.8

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1587 - - - 958
HCM Lane V/C Ratio 0.006 - - - 0.012
HCM Control Delay (s) 7.3 0 - - 8.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St & Indiana Avenue Cumulative (2045) NP AM
LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 162 324 52 40 237 303 65 488 50 272 419 208 Future Volume (veh/h) 162 324 52 40 237 303 65 488 50 272 419 208 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 174 348 56 43 255 326 70 525 54 292 451 224 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 196 982 157 56 429 383 353 1186 122 316 770 379 Arrive On Green 0.11 0.32 0.32 0.03 0.24 0.24 0.20 0.36 0.36 0.17 0.33 0.33 Sat Flow, veh/h 1810 3118 497 1810 1805 1610 1810 3297 338 1810 2330 1147 Grp Volume(v), veh/h 174 200 204 43 255 326 70 287 292 292 348 327 Grp Sat Flow(s),veh/h/ln 1810 1805 1809 1810 1805 1610 1810 1805 1830 1810 1805 1672 Q Serve(g_s), s 14.7 13.2 13.5 3.7 19.4 30.0 5.0 18.7 18.9 24.6 24.8 25.2 Cycle Q Clear(g_c), s 14.7 13.2 13.5 3.7 19.4 30.0 5.0 18.7 18.9 24.6 24.8 25.2 Prop In Lane 1.00 0.27 1.00 1.00 1.00 0.18 1.00 0.69
Lane Grp Cap(c), veh/h 196 569 570 56 429 383 353 649 658 316 596 552 V/C Ratio(X) 0.89 0.35 0.36 0.77 0.59 0.85 0.20 0.44 0.44 0.92 0.58 0.59 Avail Cap(c_a), veh/h 233 569 570 233 524 467 353 649 658 467 596 552 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(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 68.2 40.9 41.0 74.5 52.4 56.5 52.2 37.8 37.8 62.9 43.1 43.2 Incr Delay (d2), s/veh 27.0 0.4 0.4 14.9 2.8 14.9 0.2 2.2 2.2 16.9 4.2 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 5.9 6.1 1.9 9.1 13.6 2.3 8.7 8.9 12.7 11.7 11.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 95.2 41.3 41.4 89.4 55.2 71.4 52.4 39.9 40.0 79.8 47.2 47.8 LnGrp LOS F D D F E E D D D E D D
Approach Vol, veh/h 578 624 649 967
Approach Delay, s/veh 57.5 66.0 41.3 57.3
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 35.4 56.6 20.8 42.2 31.1 60.9 8.8 54.2 Change Period (Y+Rc), s 5.1 * 5.4 4.0 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 45.0 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.0 27.2 16.7 32.0 26.6 20.9 5.7 15.5 Green Ext Time (p_c), s 0.1 4.1 0.1 4.8 0.5 2.5 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 55.6
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Cumulative (2045) NP AM
LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.2 0.3 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.9 Total Del/Veh (s) 16.1 10.6 2.8 0.6 0.9 7.4 1.3 1.1 7.0 2.7 Stop Delay (hr) 0.2 0.3 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.6 Stop Del/Veh (s) 14.6 11.8 2.2 0.1 0.1 4.2 0.1 0.1 7.9 1.9 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison St & Railroad Avenue Cumulative (2045) NP AM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 12 9 591 365 14
Future Vol, veh/h 4 12 9 591 365 14
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 5 14 10 687 424 16

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 792 428 444 0 - 0
Stage 1 428 - - - - -
Stage 2 364 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 345 631 1127 - - -
Stage 1 662 - - - - -
Stage 2 679 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 339 629 1123 - - -
Mov Cap-2 Maneuver 458 - - - - -
Stage 1 653 - - - - -
Stage 2 676 - - - - -

Approach EB NB SB
HCM Control Delay, s 11.5 0.1 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1123 - 575 - -
HCM Lane V/C Ratio 0.009 - 0.032 - -
HCM Control Delay (s) 8.2 - 11.5 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Cumulative (2045) NP PM LSA Synchro 11 Report
01/26/2023 Page 1
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 9 22 4 19 4
Future Vol, veh/h 4 9 22 4 19 4
Conflicting Peds, #/hr 0 0 0 0 0 3
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 70 70 70 70 70 70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 6 13 31 6 27 6

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 37 0 - 0 59 37
Stage 1 - - - - 34 -
Stage 2 - - - - 25 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1587 - - - 953 1041
Stage 1 - - - - 994 -
Stage 2 - - - - 1003 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1587 - - - 949 1038
Mov Cap-2 Maneuver - - - - 949 -
Stage 1 - - - - 990 -
Stage 2 - - - - 1003 -

Approach EB WB SB
HCM Control Delay, s 2.2 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1587 - - - 963
HCM Lane V/C Ratio 0.004 - - - 0.034
HCM Control Delay (s) 7.3 0 - - 8.9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St & Indiana Avenue Cumulative (2045) NP PM
LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 227 425 80 56 252 363 68 503 34 262 608 115 Future Volume (veh/h) 227 425 80 56 252 363 68 503 34 262 608 115 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 244 457 86 60 271 390 73 541 37 282 654 124 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 233 1105 207 77 485 433 243 1044 71 307 997 189 Arrive On Green 0.13 0.36 0.36 0.04 0.27 0.27 0.13 0.30 0.30 0.17 0.33 0.33 Sat Flow, veh/h 1810 3034 567 1810 1805 1610 1810 3429 234 1810 3018 571 Grp Volume(v), veh/h 244 271 272 60 271 390 73 284 294 282 391 387 Grp Sat Flow(s),veh/h/ln 1810 1805 1797 1810 1805 1610 1810 1805 1858 1810 1805 1784 Q Serve(g_s), s 20.0 17.4 17.6 5.1 20.0 36.2 5.6 20.2 20.2 23.8 28.7 28.8 Cycle Q Clear(g_c), s 20.0 17.4 17.6 5.1 20.0 36.2 5.6 20.2 20.2 23.8 28.7 28.8 Prop In Lane 1.00 0.32 1.00 1.00 1.00 0.13 1.00 0.32
Lane Grp Cap(c), veh/h 233 657 654 77 485 433 243 550 566 307 596 589 V/C Ratio(X) 1.05 0.41 0.42 0.78 0.56 0.90 0.30 0.52 0.52 0.92 0.66 0.66 Avail Cap(c_a), veh/h 233 657 654 233 524 467 243 550 566 467 596 589 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.5 36.9 36.9 73.5 48.8 54.7 60.5 44.5 44.5 63.3 44.4 44.4 Incr Delay (d2), s/veh 71.2 0.4 0.4 11.7 2.2 21.2 0.5 3.5 3.4 15.7 5.5 5.6 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 13.8 7.7 7.8 2.6 9.3 17.0 2.6 9.6 9.9 12.2 13.6 13.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 138.7 37.3 37.4 85.2 51.0 75.9 61.0 48.0 47.9 79.1 49.9 50.0 LnGrp LOS F D D F D E E D D E D D
Approach Vol, veh/h 787 721 651 1060
Approach Delay, s/veh 68.7 67.3 49.4 57.7
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 26.0 56.6 25.4 47.0 30.3 52.3 10.6 61.8 Change Period (Y+Rc), s 5.1 * 5.4 5.4 * 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 * 45 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.6 30.8 22.0 38.2 25.8 22.2 7.1 19.6 Green Ext Time (p_c), s 0.1 4.6 0.0 3.4 0.5 2.3 0.1 3.1 Intersection Summary
HCM 6th Ctrl Delay 60.9
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Cumulative (2045) NP PM
LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.3 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.9 Total Del/Veh (s) 10.8 12.4 1.4 0.7 0.5 5.2 1.6 1.4 3.0 2.4 Stop Delay (hr) 0.1 0.3 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.6 Stop Del/Veh (s) 9.6 13.9 0.5 0.1 0.0 3.9 0.1 0.1 4.1 1.6 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison St & Railroad Avenue Cumulative (2045) NP PM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 13 3 488 676 13
Future Vol, veh/h 4 13 3 488 676 13
Conflicting Peds, #/hr 0 0 7 0 0 7
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 5 15 3 567 786 15

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1083 793 808 0 - 0
Stage 1 793 - - - - -
Stage 2 290 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 228 392 826 - - -
Stage 1 449 - - - - -
Stage 2 740 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 224 389 820 - - -
Mov Cap-2 Maneuver 345 - - - - -
Stage 1 444 - - - - -
Stage 2 735 - - - - -

Approach EB NB SB
HCM Control Delay, s 15 0.1 0

HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 820 - 378 - -
HCM Lane V/C Ratio 0.004 - 0.052 - -
HCM Control Delay (s) 9.4 - 15 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th AWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Cumulative (2045) WP AM LSA Synchro 11 Report
02/14/2023 Page 1
Intersection
Intersection Delay, s/veh 7.1
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 7 18 19 13 8 1
Future Vol, veh/h 7 18 19 13 8 1
Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 10 26 27 19 11 1
Number of Lanes 0 1 1 0 1 0
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 1 1
HCM Control Delay 7.2 6.9 7.2

HCM LOS A A A

Lane EBLn1 WBLn1 SBLn1
Vol Left, % 28% 0% 89%
Vol Thru, % 72% 59% 0%
Vol Right, % 0% 41% 11%
Sign Control Stop Stop Stop
Traffic Vol by Lane 25 32 9
LT Vol 7 0 8
Through Vol 18 19 0
RT Vol 0 13 1
Lane Flow Rate 36 46 13
Geometry Grp 1 1 1
Degree of Util (X) 0.04 0.047 0.015
Departure Headway (Hd) 4.012 3.705 4.153
Convergence, Y/N Yes Yes Yes
Cap 895 969 861
Service Time 2.025 1.719 2.18
HCM Lane V/C Ratio 0.04 0.047 0.015
HCM Control Delay 7.2 6.9 7.2
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.1 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison Street & Indiana Avenue Cumulative (2045) WP AM LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 162 324 52 41 237 303 65 511 54 272 427 208 Future Volume (veh/h) 162 324 52 41 237 303 65 511 54 272 427 208 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 174 348 56 44 255 326 70 549 58 292 459 224 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 196 980 156 57 429 383 353 1182 125 316 775 375 Arrive On Green 0.11 0.31 0.31 0.03 0.24 0.24 0.20 0.36 0.36 0.17 0.33 0.33 Sat Flow, veh/h 1810 3117 497 1810 1805 1610 1810 3287 346 1810 2345 1135 Grp Volume(v), veh/h 174 200 204 44 255 326 70 301 306 292 352 331 Grp Sat Flow(s),veh/h/ln 1810 1805 1809 1810 1805 1610 1810 1805 1828 1810 1805 1675 Q Serve(g_s), s 14.7 13.3 13.5 3.7 19.4 30.0 5.0 19.8 20.0 24.6 25.2 25.5 Cycle Q Clear(g_c), s 14.7 13.3 13.5 3.7 19.4 30.0 5.0 19.8 20.0 24.6 25.2 25.5 Prop In Lane 1.00 0.27 1.00 1.00 1.00 0.19 1.00 0.68
Lane Grp Cap(c), veh/h 196 567 569 57 429 383 353 649 658 316 596 553 V/C Ratio(X) 0.89 0.35 0.36 0.77 0.59 0.85 0.20 0.46 0.47 0.92 0.59 0.60 Avail Cap(c_a), veh/h 233 567 569 233 524 467 353 649 658 467 596 553 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 68.2 41.0 41.1 74.5 52.4 56.5 52.2 38.1 38.2 62.9 43.2 43.3 Incr Delay (d2), s/veh 27.0 0.4 0.4 14.6 2.8 14.9 0.2 2.4 2.4 16.9 4.3 4.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 5.9 6.1 2.0 9.1 13.6 2.3 9.3 9.4 12.7 11.9 11.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 95.2 41.3 41.4 89.1 55.2 71.4 52.4 40.5 40.5 79.8 47.5 48.0 LnGrp LOS F D D F E E D D D E D D
Approach Vol, veh/h 578 625 677 975
Approach Delay, s/veh 57.6 66.0 41.7 57.3
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 35.4 56.6 20.8 42.2 31.1 60.9 8.9 54.1 Change Period (Y+Rc), s 5.1 * 5.4 4.0 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 45.0 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.0 27.5 16.7 32.0 26.6 22.0 5.7 15.5 Green Ext Time (p_c), s 0.1 4.2 0.1 4.8 0.5 2.5 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 55.6
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Cumulative (2045) WP AM
LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.4 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.9 Total Del/Veh (s) 8.8 15.6 1.1 0.4 0.8 4.6 1.6 1.7 3.3 2.7 Stop Delay (hr) 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 Stop Del/Veh (s) 7.5 17.0 0.0 0.1 0.1 1.4 0.1 0.1 4.1 1.8 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison Street & Railroad Avenue Cumulative (2045) WP AM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 20 12 591 365 24
Future Vol, veh/h 31 20 12 591 365 24
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 36 23 14 687 424 28

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 800 428 456 0 - 0
Stage 1 428 - - - - -
Stage 2 372 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 341 631 1115 - - -
Stage 1 662 - - - - -
Stage 2 673 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 334 629 1111 - - -
Mov Cap-2 Maneuver 454 - - - - -
Stage 1 651 - - - - -
Stage 2 670 - - - - -

Approach EB NB SB
HCM Control Delay, s 13 0.2 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1111 - 510 - -
HCM Lane V/C Ratio 0.013 - 0.116 - -
HCM Control Delay (s) 8.3 - 13 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.4 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
5: Project Driveway 1 & Railroad Avenue Cumulative (2045) WP AM LSA Synchro 11 Report
01/26/2023 Page 4
Intersection
Int Delay, s/veh 2.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 17 1 4 11 2 10
Future Vol, veh/h 17 1 4 11 2 10
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 18 1 4 12 2 11

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 19 0 39 19
Stage 1 - - - - 19 -
Stage 2 - - - - 20 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1611 - 978 1065
Stage 1 - - - - 1009 -
Stage 2 - - - - 1008 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1611 - 976 1065
Mov Cap-2 Maneuver - - - - 976 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 1006 -

Approach EB WB NB
HCM Control Delay, s 0 1.9 8.5

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1049 - - 1611 -
HCM Lane V/C Ratio 0.012 - - 0.003 -
HCM Control Delay (s) 8.5 - - 7.2 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
6: Project Driveway 2 & Railroad Avenue Cumulative (2045) WP AM LSA Synchro 11 Report
01/26/2023 Page 5
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 26 1 0 30 2 0
Future Vol, veh/h 26 1 0 30 2 0
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 27 1 0 32 2 0

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 28 0 60 28
Stage 1 - - - - 28 -
Stage 2 - - - - 32 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1599 - 952 1053
Stage 1 - - - - 1000 -
Stage 2 - - - - 996 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1599 - 952 1053
Mov Cap-2 Maneuver - - - - 952 -
Stage 1 - - - - 1000 -
Stage 2 - - - - 996 -

Approach EB WB NB
HCM Control Delay, s 0 0 8.8

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 952 - - 1599 -
HCM Lane V/C Ratio 0.002 - - - -
HCM Control Delay (s) 8.8 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
7: Project Driveway 3 & Railroad Avenue Cumulative (2045) WP AM LSA Synchro 11 Report
01/26/2023 Page 6
Intersection
Int Delay, s/veh 3.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 26 0 9 30 0 25
Future Vol, veh/h 26 0 9 30 0 25
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 27 0 9 32 0 26

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 27 0 77 27
Stage 1 - - - - 27 -
Stage 2 - - - - 50 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1600 - 931 1054
Stage 1 - - - - 1001 -
Stage 2 - - - - 978 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1600 - 925 1054
Mov Cap-2 Maneuver - - - - 925 -
Stage 1 - - - - 1001 -
Stage 2 - - - - 972 -

Approach EB WB NB
HCM Control Delay, s 0 1.7 8.5

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1054 - - 1600 -
HCM Lane V/C Ratio 0.025 - - 0.006 -
HCM Control Delay (s) 8.5 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th AWSC Madison Flats Project
1: Railroad Avenue & Winstrom Street Cumulative (2045) WP PM LSA Synchro 11 Report
02/14/2023 Page 1
Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 15 31 5 21 4
Future Vol, veh/h 4 15 31 5 21 4
Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 6 21 44 7 30 6
Number of Lanes 0 1 1 0 1 0
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 1 1
HCM Control Delay 7.2 7.2 7.3

HCM LOS A A A

Lane EBLn1 WBLn1 SBLn1
Vol Left, % 21% 0% 84%
Vol Thru, % 79% 86% 0%
Vol Right, % 0% 14% 16%
Sign Control Stop Stop Stop
Traffic Vol by Lane 19 36 25
LT Vol 4 0 21
Through Vol 15 31 0
RT Vol 0 5 4
Lane Flow Rate 27 51 36
Geometry Grp 1 1 1
Degree of Util (X) 0.03 0.056 0.041
Departure Headway (Hd) 4.044 3.9 4.108
Convergence, Y/N Yes Yes Yes
Cap 885 919 870
Service Time 2.071 1.923 2.139
HCM Lane V/C Ratio 0.031 0.055 0.041
HCM Control Delay 7.2 7.2 7.3
HCM Lane LOS A A A
HCM 95th-tile Q 0.1 0.2 0.1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison Street & Indiana Avenue Cumulative (2045) WP PM LSA Synchro 11 Report
01/26/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 227 425 80 60 252 363 68 517 36 262 630 115 Future Volume (veh/h) 227 425 80 60 252 363 68 517 36 262 630 115 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 244 457 86 65 271 390 73 556 39 282 677 124 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 233 1095 205 83 485 433 243 1042 73 307 1003 184 Arrive On Green 0.13 0.36 0.36 0.05 0.27 0.27 0.13 0.30 0.30 0.17 0.33 0.33 Sat Flow, veh/h 1810 3034 567 1810 1805 1610 1810 3421 239 1810 3037 556 Grp Volume(v), veh/h 244 271 272 65 271 390 73 293 302 282 402 399 Grp Sat Flow(s),veh/h/ln 1810 1805 1797 1810 1805 1610 1810 1805 1855 1810 1805 1787 Q Serve(g_s), s 20.0 17.5 17.7 5.5 20.0 36.2 5.6 20.9 21.0 23.8 29.8 29.8 Cycle Q Clear(g_c), s 20.0 17.5 17.7 5.5 20.0 36.2 5.6 20.9 21.0 23.8 29.8 29.8 Prop In Lane 1.00 0.32 1.00 1.00 1.00 0.13 1.00 0.31
Lane Grp Cap(c), veh/h 233 651 648 83 485 433 243 550 565 307 596 590 V/C Ratio(X) 1.05 0.42 0.42 0.78 0.56 0.90 0.30 0.53 0.53 0.92 0.67 0.68 Avail Cap(c_a), veh/h 233 651 648 233 524 467 243 550 565 467 596 590 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.5 37.2 37.3 73.2 48.8 54.7 60.5 44.8 44.8 63.3 44.7 44.7 Incr Delay (d2), s/veh 71.2 0.4 0.4 11.2 2.2 21.2 0.5 3.7 3.6 15.7 6.0 6.1 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 13.8 7.8 7.8 2.8 9.3 17.0 2.6 9.9 10.3 12.2 14.2 14.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 138.7 37.7 37.7 84.4 51.0 75.9 61.0 48.4 48.4 79.1 50.7 50.8 LnGrp LOS F D D F D E E D D E D D
Approach Vol, veh/h 787 726 668 1083
Approach Delay, s/veh 69.0 67.4 49.8 58.1
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 26.0 56.6 25.4 47.0 30.3 52.3 11.1 61.3 Change Period (Y+Rc), s 5.1 * 5.4 5.4 * 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 20.0 * 51 20.0 * 45 40.0 31.5 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.6 31.8 22.0 38.2 25.8 23.0 7.5 19.7 Green Ext Time (p_c), s 0.1 4.7 0.0 3.4 0.5 2.3 0.1 3.1 Intersection Summary
HCM 6th Ctrl Delay 61.1
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
SimTraffic Performance Report Cumulative (2045) WP PM
LSA SimTraffic Report
02/14/2023 Page 1
3: Madison St & Casa Blanca St/Home Depot Dwy & Splash Express Dwy Performance by lane Lane EB WB NB NB NB SB SB SB SW All
Movements Served <TR LTR L T TR> <L T TR <LR>
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.0
Total Delay (hr) 0.1 0.3 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.9 Total Del/Veh (s) 10.0 13.7 1.2 0.9 0.5 3.9 1.7 1.5 3.3 2.5 Stop Delay (hr) 0.1 0.4 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.6 Stop Del/Veh (s) 8.9 15.1 0.0 0.3 0.0 2.7 0.1 0.1 4.3 1.6 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
4: Madison Street & Railroad Avenue Cumulative (2045) WP PM LSA Synchro 11 Report
01/26/2023 Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 18 10 488 676 38
Future Vol, veh/h 20 18 10 488 676 38
Conflicting Peds, #/hr 0 0 7 0 0 7
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 45 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 23 21 12 567 786 44

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1101 793 837 0 - 0
Stage 1 793 - - - - -
Stage 2 308 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 223 392 806 - - -
Stage 1 449 - - - - -
Stage 2 725 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 217 389 801 - - -
Mov Cap-2 Maneuver 339 - - - - -
Stage 1 439 - - - - -
Stage 2 720 - - - - -

Approach EB NB SB
HCM Control Delay, s 16.4 0.2 0

HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 801 - 361 - -
HCM Lane V/C Ratio 0.015 - 0.122 - -
HCM Control Delay (s) 9.6 - 16.4 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0 - 0.4 - -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
5: Project Driveway 1 & Railroad Avenue Cumulative (2045) WP PM LSA Synchro 11 Report
01/26/2023 Page 4
Intersection
Int Delay, s/veh 2.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 2 9 21 1 6
Future Vol, veh/h 6 2 9 21 1 6
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 6 2 9 22 1 6

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 8 0 47 7
Stage 1 - - - - 7 -
Stage 2 - - - - 40 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1625 - 968 1081
Stage 1 - - - - 1021 -
Stage 2 - - - - 988 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1625 - 962 1081
Mov Cap-2 Maneuver - - - - 962 -
Stage 1 - - - - 1021 -
Stage 2 - - - - 982 -

Approach EB WB NB
HCM Control Delay, s 0 2.2 8.4

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1062 - - 1625 -
HCM Lane V/C Ratio 0.007 - - 0.006 -
HCM Control Delay (s) 8.4 - - 7.2 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
6: Project Driveway 2 & Railroad Avenue Cumulative (2045) WP PM LSA Synchro 11 Report
01/26/2023 Page 5
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 34 2 0 35 1 0
Future Vol, veh/h 34 2 0 35 1 0
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 36 2 0 37 1 0

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 38 0 74 37
Stage 1 - - - - 37 -
Stage 2 - - - - 37 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1585 - 935 1041
Stage 1 - - - - 991 -
Stage 2 - - - - 991 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1585 - 935 1041
Mov Cap-2 Maneuver - - - - 935 -
Stage 1 - - - - 991 -
Stage 2 - - - - 991 -

Approach EB WB NB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 935 - - 1585 -
HCM Lane V/C Ratio 0.001 - - - -
HCM Control Delay (s) 8.9 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th TWSC Madison Flats Project
7: Project Driveway 3 & Railroad Avenue Cumulative (2045) WP PM LSA Synchro 11 Report
01/26/2023 Page 6
Intersection
Int Delay, s/veh 2.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 34 0 23 35 0 15
Future Vol, veh/h 34 0 23 35 0 15
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 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 36 0 24 37 0 16

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 36 0 121 36
Stage 1 - - - - 36 -
Stage 2 - - - - 85 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1588 - 879 1042
Stage 1 - - - - 992 -
Stage 2 - - - - 943 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1588 - 866 1042
Mov Cap-2 Maneuver - - - - 866 -
Stage 1 - - - - 992 -
Stage 2 - - - - 929 -

Approach EB WB NB
HCM Control Delay, s 0 2.9 8.5

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1042 - - 1588 -
HCM Lane V/C Ratio 0.015 - - 0.015 -
HCM Control Delay (s) 8.5 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St/Madison Street & Indiana Avenue Opening Year (2025) WP AM Improvements LSA Synchro 11 Report
01/27/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 294 45 37 226 289 43 434 35 259 407 198 Future Volume (veh/h) 154 294 45 37 226 289 43 434 35 259 407 198 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 166 316 48 40 243 311 46 467 38 278 438 213 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 189 889 134 52 373 333 202 1358 110 303 1055 508 Arrive On Green 0.10 0.28 0.28 0.03 0.21 0.21 0.11 0.40 0.40 0.17 0.45 0.45 Sat Flow, veh/h 1810 3146 473 1810 1805 1610 1810 3375 274 1810 2350 1132 Grp Volume(v), veh/h 166 180 184 40 243 311 46 249 256 278 335 316 Grp Sat Flow(s),veh/h/ln 1810 1805 1814 1810 1805 1610 1810 1805 1844 1810 1805 1677 Q Serve(g_s), s 14.0 12.3 12.6 3.4 19.1 29.4 3.6 14.8 14.9 23.4 19.5 19.8 Cycle Q Clear(g_c), s 14.0 12.3 12.6 3.4 19.1 29.4 3.6 14.8 14.9 23.4 19.5 19.8 Prop In Lane 1.00 0.26 1.00 1.00 1.00 0.15 1.00 0.67
Lane Grp Cap(c), veh/h 189 510 512 52 373 333 202 726 742 303 811 753 V/C Ratio(X) 0.88 0.35 0.36 0.77 0.65 0.93 0.23 0.34 0.35 0.92 0.41 0.42 Avail Cap(c_a), veh/h 292 566 569 105 380 339 202 726 742 467 811 753 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 68.4 44.3 44.4 74.8 56.4 60.5 62.8 32.1 32.2 63.5 28.9 29.0 Incr Delay (d2), s/veh 14.8 0.4 0.4 16.1 5.4 33.2 0.4 1.3 1.3 15.2 1.6 1.7 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 7.2 5.6 5.7 1.8 9.2 14.9 1.7 6.8 7.0 12.0 8.7 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 83.3 44.7 44.8 90.9 61.7 93.7 63.2 33.4 33.4 78.7 30.5 30.7 LnGrp LOS F D D F E F E C C E C C
Approach Vol, veh/h 530 594 551 929
Approach Delay, s/veh 56.8 80.4 35.9 45.0
Approach LOS E F D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.4 75.0 20.2 37.4 29.9 67.5 8.4 49.2 Change Period (Y+Rc), s 5.1 * 5.4 4.0 5.4 4.0 5.1 4.0 5.4 Max Green Setting (Gmax), s 9.0 * 70 25.0 32.6 40.0 38.9 9.0 48.6 Max Q Clear Time (g_c+I1), s 5.6 21.8 16.0 31.4 25.4 16.9 5.4 14.6 Green Ext Time (p_c), s 0.0 4.3 0.2 0.6 0.5 2.9 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 53.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St/Madison Street & Indiana Avenue Opening Year (2025) WP PM Improvements LSA Synchro 11 Report
01/27/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 216 405 73 55 235 346 61 508 35 251 554 113 Future Volume (veh/h) 216 405 73 55 235 346 61 508 35 251 554 113 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 232 435 78 59 253 372 66 546 38 270 596 122 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 245 1077 192 76 466 416 84 1102 77 295 1304 266 Arrive On Green 0.14 0.35 0.35 0.04 0.26 0.26 0.05 0.32 0.32 0.16 0.44 0.44 Sat Flow, veh/h 1810 3061 545 1810 1805 1610 1810 3423 238 1810 2976 607 Grp Volume(v), veh/h 232 255 258 59 253 372 66 287 297 270 361 357 Grp Sat Flow(s),veh/h/ln 1810 1805 1801 1810 1805 1610 1810 1805 1856 1810 1805 1778 Q Serve(g_s), s 19.7 16.5 16.8 5.0 18.7 34.5 5.6 19.9 20.0 22.8 21.8 21.9 Cycle Q Clear(g_c), s 19.7 16.5 16.8 5.0 18.7 34.5 5.6 19.9 20.0 22.8 21.8 21.9 Prop In Lane 1.00 0.30 1.00 1.00 1.00 0.13 1.00 0.34
Lane Grp Cap(c), veh/h 245 635 634 76 466 416 84 581 598 295 791 779 V/C Ratio(X) 0.95 0.40 0.41 0.78 0.54 0.89 0.78 0.49 0.50 0.92 0.46 0.46 Avail Cap(c_a), veh/h 245 635 634 245 512 457 233 581 598 467 791 779 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.4 37.9 38.0 73.5 49.6 55.4 73.1 42.4 42.4 63.8 30.6 30.6 Incr Delay (d2), s/veh 42.6 0.4 0.4 11.8 2.1 20.5 11.1 3.0 2.9 14.2 1.9 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 11.9 7.4 7.5 2.6 8.7 16.2 2.9 9.4 9.7 11.5 9.8 9.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 109.0 38.3 38.4 85.3 51.7 75.9 84.3 45.4 45.3 78.0 32.5 32.5 LnGrp LOS F D D F D E F D D E C C
Approach Vol, veh/h 745 684 650 988
Approach Delay, s/veh 60.4 67.8 49.3 44.9
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.2 73.3 25.0 45.4 29.2 55.3 10.5 59.9 Change Period (Y+Rc), s 4.0 5.4 4.0 5.4 4.0 * 5.4 4.0 5.4 Max Green Setting (Gmax), s 20.0 51.2 21.0 44.0 40.0 * 32 21.0 44.0 Max Q Clear Time (g_c+I1), s 7.6 23.9 21.7 36.5 24.8 22.0 7.0 18.8 Green Ext Time (p_c), s 0.1 4.5 0.0 3.5 0.5 2.4 0.1 2.9 Intersection Summary
HCM 6th Ctrl Delay 54.7
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St/Madison Street & Indiana Avenue Cumulative (2045) WP AM Improvements LSA Synchro 11 Report
01/27/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 162 324 52 41 237 303 65 511 54 272 427 208 Future Volume (veh/h) 162 324 52 41 237 303 65 511 54 272 427 208 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 174 348 56 44 255 326 70 549 58 292 459 224 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 196 980 156 57 429 383 89 1176 124 316 1134 549 Arrive On Green 0.11 0.31 0.31 0.03 0.24 0.24 0.05 0.36 0.36 0.17 0.48 0.48 Sat Flow, veh/h 1810 3117 497 1810 1805 1610 1810 3287 346 1810 2346 1136 Grp Volume(v), veh/h 174 200 204 44 255 326 70 301 306 292 352 331 Grp Sat Flow(s),veh/h/ln 1810 1805 1809 1810 1805 1610 1810 1805 1828 1810 1805 1676 Q Serve(g_s), s 14.7 13.3 13.5 3.7 19.4 30.0 5.9 19.9 20.0 24.6 19.4 19.7 Cycle Q Clear(g_c), s 14.7 13.3 13.5 3.7 19.4 30.0 5.9 19.9 20.0 24.6 19.4 19.7 Prop In Lane 1.00 0.27 1.00 1.00 1.00 0.19 1.00 0.68
Lane Grp Cap(c), veh/h 196 567 569 57 429 383 89 646 654 316 873 811 V/C Ratio(X) 0.89 0.35 0.36 0.77 0.59 0.85 0.79 0.47 0.47 0.92 0.40 0.41 Avail Cap(c_a), veh/h 233 567 569 233 524 467 233 646 654 467 873 811 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 68.2 41.0 41.1 74.5 52.4 56.5 72.9 38.4 38.4 62.9 25.7 25.7 Incr Delay (d2), s/veh 27.0 0.4 0.4 14.6 2.8 14.9 10.8 2.4 2.4 16.9 1.4 1.5 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 8.2 5.9 6.1 2.0 9.1 13.6 3.0 9.3 9.5 12.7 8.6 8.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 95.2 41.3 41.4 89.1 55.2 71.4 83.7 40.8 40.8 79.8 27.1 27.3 LnGrp LOS F D D F E E F D D E C C
Approach Vol, veh/h 578 625 677 975
Approach Delay, s/veh 57.6 66.0 45.2 42.9
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.6 80.4 20.8 42.2 31.1 60.9 8.9 54.1 Change Period (Y+Rc), s 4.0 5.4 4.0 5.4 4.0 * 5.4 4.0 5.4 Max Green Setting (Gmax), s 20.0 51.2 20.0 45.0 40.0 * 32 20.0 45.0 Max Q Clear Time (g_c+I1), s 7.9 21.7 16.7 32.0 26.6 22.0 5.7 15.5 Green Ext Time (p_c), s 0.1 4.4 0.1 4.8 0.5 2.5 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 51.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices HCM 6th Signalized Intersection Summary Madison Flats Project 2: Madison St/Madison Street & Indiana Avenue Cumulative (2045) WP PM Improvements LSA Synchro 11 Report
01/27/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 227 425 80 60 252 363 68 517 36 262 630 115 Future Volume (veh/h) 227 425 80 60 252 363 68 517 36 262 630 115 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 244 457 86 65 271 390 73 556 39 282 677 124 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 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 0 0 0
Cap, veh/h 265 1096 205 83 471 420 92 1019 71 307 1266 232 Arrive On Green 0.15 0.36 0.36 0.05 0.26 0.26 0.05 0.30 0.30 0.17 0.42 0.42 Sat Flow, veh/h 1810 3034 567 1810 1805 1610 1810 3421 239 1810 3038 556 Grp Volume(v), veh/h 244 271 272 65 271 390 73 293 302 282 402 399 Grp Sat Flow(s),veh/h/ln 1810 1805 1797 1810 1805 1610 1810 1805 1855 1810 1805 1788 Q Serve(g_s), s 20.0 16.9 17.1 5.3 19.6 35.4 6.0 20.4 20.5 23.0 25.1 25.1 Cycle Q Clear(g_c), s 20.0 16.9 17.1 5.3 19.6 35.4 6.0 20.4 20.5 23.0 25.1 25.1 Prop In Lane 1.00 0.32 1.00 1.00 1.00 0.13 1.00 0.31
Lane Grp Cap(c), veh/h 265 652 649 83 471 420 92 538 552 307 752 745 V/C Ratio(X) 0.92 0.42 0.42 0.78 0.58 0.93 0.79 0.54 0.55 0.92 0.53 0.54 Avail Cap(c_a), veh/h 265 652 649 133 486 434 145 538 552 458 752 745 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.2 36.0 36.1 70.8 48.2 54.1 70.4 44.1 44.2 61.2 32.8 32.8 Incr Delay (d2), s/veh 34.7 0.4 0.4 11.4 2.7 27.1 11.2 3.9 3.9 16.1 2.7 2.7 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 11.6 7.5 7.5 2.7 9.1 17.3 3.1 9.7 10.0 11.8 11.4 11.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 97.9 36.4 36.5 82.2 50.9 81.2 81.6 48.1 48.0 77.4 35.5 35.6 LnGrp LOS F D D F D F F D D E D D
Approach Vol, veh/h 787 726 668 1083
Approach Delay, s/veh 55.5 70.0 51.7 46.5
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.6 67.9 26.0 44.5 29.5 50.1 10.9 59.6 Change Period (Y+Rc), s 4.0 5.4 4.0 5.4 4.0 * 5.4 4.0 5.4 Max Green Setting (Gmax), s 12.0 56.8 22.0 40.4 38.0 * 31 11.0 51.4 Max Q Clear Time (g_c+I1), s 8.0 27.1 22.0 37.4 25.0 22.5 7.3 19.1 Green Ext Time (p_c), s 0.0 5.2 0.0 1.7 0.5 2.3 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 54.9
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC   O PERATIONAL  A NALYSIS
M AY   2023
M ADISON   F LATS   P ROJECT
C ITY   OF   R IVERSIDE ,  C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) APPENDIX E

QUEUING ANALYSIS WORKSHEETS

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madision Flats Project
Queuing and Blocking Report Existing AM
LSA SimTraffic Report
01/26/2023 Page 1
Intersection: 4: Madison St & Railroad Avenue
Movement EB
Directions Served LR
Maximum Queue (ft) 26
Average Queue (ft) 12
95th Queue (ft) 33
Link Distance (ft) 985
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Existing PM
LSA SimTraffic Report
01/26/2023 Page 1
Intersection: 4: Madison St & Railroad Avenue
Movement EB
Directions Served LR
Maximum Queue (ft) 26
Average Queue (ft) 6
95th Queue (ft) 25
Link Distance (ft) 985
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) NP AM
LSA SimTraffic Report
01/26/2023 Page 1
Intersection: 4: Madison St & Railroad Avenue
Movement EB NB
Directions Served LR L
Maximum Queue (ft) 26 31
Average Queue (ft) 12 2
95th Queue (ft) 33 15
Link Distance (ft) 985
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) NP PM
LSA SimTraffic Report
01/26/2023 Page 1
Intersection: 4: Madison St & Railroad Avenue
Movement EB
Directions Served LR
Maximum Queue (ft) 26
Average Queue (ft) 10
95th Queue (ft) 31
Link Distance (ft) 985
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 4: Madison Street/Madison St & Railroad Avenue Movement EB NB
Directions Served LR L
Maximum Queue (ft) 26 31
Average Queue (ft) 21 2
95th Queue (ft) 36 15
Link Distance (ft) 450
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 5: Project Driveway 1 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 52
Average Queue (ft) 10
95th Queue (ft) 35
Link Distance (ft) 94
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 6: Project Driveway 2 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 4
95th Queue (ft) 21
Link Distance (ft) 92
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 7: Project Driveway 3 & Railroad Avenue
Movement WB NB
Directions Served LT LR
Maximum Queue (ft) 31 31
Average Queue (ft) 1 19
95th Queue (ft) 11 43
Link Distance (ft) 450 90
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 4: Madison Street/Madison St & Railroad Avenue Movement EB NB SB
Directions Served LR L T
Maximum Queue (ft) 48 31 47
Average Queue (ft) 21 2 3
95th Queue (ft) 43 15 19
Link Distance (ft) 450 124
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 5: Project Driveway 1 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 4
95th Queue (ft) 20
Link Distance (ft) 94
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 6: Project Driveway 2 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 1
95th Queue (ft) 11
Link Distance (ft) 92
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Opening Year (2025) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 7: Project Driveway 3 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 15
95th Queue (ft) 40
Link Distance (ft) 90
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) NP AM
LSA SimTraffic Report
01/26/2023 Page 1
Intersection: 4: Madison St & Railroad Avenue
Movement EB NB
Directions Served LR L
Maximum Queue (ft) 26 29
Average Queue (ft) 11 1
95th Queue (ft) 32 10
Link Distance (ft) 985
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) NP PM
LSA SimTraffic Report
01/26/2023 Page 1
Intersection: 4: Madison St & Railroad Avenue
Movement EB NB SB
Directions Served LR L T
Maximum Queue (ft) 26 31 54
Average Queue (ft) 11 2 2
95th Queue (ft) 31 15 19
Link Distance (ft) 985 124
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 4: Madison Street/Madison St & Railroad Avenue Movement EB NB SB
Directions Served LR L T
Maximum Queue (ft) 48 46 28
Average Queue (ft) 19 8 1
95th Queue (ft) 40 32 10
Link Distance (ft) 450 124
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 5: Project Driveway 1 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 11
95th Queue (ft) 35
Link Distance (ft) 94
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 6: Project Driveway 2 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 28
Average Queue (ft) 1
95th Queue (ft) 10
Link Distance (ft) 92
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP AM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 7: Project Driveway 3 & Railroad Avenue
Movement NB
Directions Served LR
Maximum Queue (ft) 30
Average Queue (ft) 13
95th Queue (ft) 38
Link Distance (ft) 90
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 4: Madison Street/Madison St & Railroad Avenue Movement EB NB SB
Directions Served LR L T
Maximum Queue (ft) 51 31 38
Average Queue (ft) 23 3 3
95th Queue (ft) 49 19 20
Link Distance (ft) 450 124
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 45
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 5: Project Driveway 1 & Railroad Avenue
Movement WB NB
Directions Served LT LR
Maximum Queue (ft) 31 31
Average Queue (ft) 1 13
95th Queue (ft) 11 37
Link Distance (ft) 577 94
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 6: Project Driveway 2 & Railroad Avenue
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Madison Flats Project
Queuing and Blocking Report Cumulative (2045) WP PM
LSA SimTraffic Report
02/15/2023 Page 1
Intersection: 7: Project Driveway 3 & Railroad Avenue
Movement WB NB
Directions Served LT LR
Maximum Queue (ft) 31 54
Average Queue (ft) 1 14
95th Queue (ft) 11 41
Link Distance (ft) 450 90
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC   O PERATIONAL  A NALYSIS
M AY   2023
M ADISON   F LATS   P ROJECT
C ITY   OF   R IVERSIDE ,  C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) APPENDIX F
OPTIMIZED SIGNAL TIMING PARAMETERS
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Timing Report, Sorted By Phase Madison Flats Project
2: Madison St/Madison Street & Indiana Avenue Opening Year (2025) WP AM Improvements LSA Synchro 11 Report
04/25/2023 Page 1
Phase Number 1 2 3 4 5 6 7 8
Movement NBL SBT EBL WBT SBL NBT WBL EBT
Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None C-Max None None
Maximum Split (s) 13 75 29 38 44 44 13 54
Maximum Split (%) 8.4% 48.4% 18.7% 24.5% 28.4% 28.4% 8.4% 34.8% Minimum Split (s) 9 33.4 9 10.4 9 36.1 9 32.4
Yellow Time (s) 3 4.4 3 4.4 3 4.1 3 4.4
All-Red Time (s) 1 1 1 1 1 1 1 1
Minimum Initial (s) 5 5 5 5 5 5 5 5
Vehicle Extension (s) 2.5 3 2.5 5 2.5 3 2.5 3
Minimum Gap (s) 2.5 2 2.5 4 2.5 2 2.5 3
Time Before Reduce (s) 0 4 0 4.5 0 3 0 0
Time To Reduce (s) 0 0 0 0 0 0 0 0
Walk Time (s) 7 7 7
Flash Dont Walk (s) 21 24 20
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 31 111 44 73 111 0 44 57
End Time (s) 44 31 73 111 0 44 57 111
Yield/Force Off (s) 40 25.6 69 105.6 151 38.9 53 105.6
Yield/Force Off 170(s) 40 4.6 69 105.6 151 14.9 53 85.6 Local Start Time (s) 31 111 44 73 111 0 44 57
Local Yield (s) 40 25.6 69 105.6 151 38.9 53 105.6
Local Yield 170(s) 40 4.6 69 105.6 151 14.9 53 85.6
Intersection Summary
Cycle Length 155
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Splits and Phases: 2: Madison St/Madison Street & Indiana Avenue PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Timing Report, Sorted By Phase Madison Flats Project
2: Madison St/Madison Street & Indiana Avenue Opening Year (2025) WP PM Improvements LSA Synchro 11 Report
04/25/2023 Page 1
Phase Number 1 2 3 4 5 6 7 8
Movement NBL SBT EBL WBT SBL NBT WBL EBT
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None C-Max None None
Maximum Split (s) 24 56.6 25 49.4 44 36.6 25 49.4
Maximum Split (%) 15.5% 36.5% 16.1% 31.9% 28.4% 23.6% 16.1% 31.9% Minimum Split (s) 9 33.4 9 10.4 9 36.1 9 32.4
Yellow Time (s) 3 4.4 3 4.4 3 4.1 3 4.4
All-Red Time (s) 1 1 1 1 1 1 1 1
Minimum Initial (s) 5 5 5 5 5 5 5 5
Vehicle Extension (s) 2.5 3 2.5 5 2.5 3 2.5 3
Minimum Gap (s) 2.5 2 2.5 4 2.5 2 2.5 3
Time Before Reduce (s) 0 4 0 4.5 0 3 0 0
Time To Reduce (s) 0 0 0 0 0 0 0 0
Walk Time (s) 7 7 7
Flash Dont Walk (s) 21 24 20
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 111 135 36.6 61.6 111 0 36.6 61.6
End Time (s) 135 36.6 61.6 111 0 36.6 61.6 111
Yield/Force Off (s) 131 31.2 57.6 105.6 151 31.5 57.6 105.6 Yield/Force Off 170(s) 131 10.2 57.6 105.6 151 7.5 57.6 85.6 Local Start Time (s) 111 135 36.6 61.6 111 0 36.6 61.6
Local Yield (s) 131 31.2 57.6 105.6 151 31.5 57.6 105.6 Local Yield 170(s) 131 10.2 57.6 105.6 151 7.5 57.6 85.6 Intersection Summary
Cycle Length 155
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Splits and Phases: 2: Madison St/Madison Street & Indiana Avenue PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Timing Report, Sorted By Phase Madison Flats Project
2: Madison St/Madison Street & Indiana Avenue Cumulative (2045) WP AM Improvements LSA Synchro 11 Report
04/25/2023 Page 1
Phase Number 1 2 3 4 5 6 7 8
Movement NBL SBT EBL WBT SBL NBT WBL EBT
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None C-Max None None
Maximum Split (s) 24 56.6 24 50.4 44 36.6 24 50.4
Maximum Split (%) 15.5% 36.5% 15.5% 32.5% 28.4% 23.6% 15.5% 32.5% Minimum Split (s) 9 33.4 9 10.4 9 36.1 9 32.4
Yellow Time (s) 3 4.4 3 4.4 3 4.1 3 4.4
All-Red Time (s) 1 1 1 1 1 1 1 1
Minimum Initial (s) 5 5 5 5 5 5 5 5
Vehicle Extension (s) 2.5 3 2.5 5 2.5 3 2.5 3
Minimum Gap (s) 2.5 2 2.5 4 2.5 2 2.5 3
Time Before Reduce (s) 0 4 0 4.5 0 3 0 0
Time To Reduce (s) 0 0 0 0 0 0 0 0
Walk Time (s) 7 7 7
Flash Dont Walk (s) 21 24 20
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 111 135 36.6 60.6 111 0 36.6 60.6
End Time (s) 135 36.6 60.6 111 0 36.6 60.6 111
Yield/Force Off (s) 131 31.2 56.6 105.6 151 31.5 56.6 105.6 Yield/Force Off 170(s) 131 10.2 56.6 105.6 151 7.5 56.6 85.6 Local Start Time (s) 111 135 36.6 60.6 111 0 36.6 60.6
Local Yield (s) 131 31.2 56.6 105.6 151 31.5 56.6 105.6 Local Yield 170(s) 131 10.2 56.6 105.6 151 7.5 56.6 85.6 Intersection Summary
Cycle Length 155
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Splits and Phases: 2: Madison St/Madison Street & Indiana Avenue PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Timing Report, Sorted By Phase Madison Flats Project
2: Madison St/Madison Street & Indiana Avenue Cumulative (2045) WP PM Improvements LSA Synchro 11 Report
04/25/2023 Page 1
Phase Number 1 2 3 4 5 6 7 8
Movement NBL SBT EBL WBT SBL NBT WBL EBT
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None C-Max None None
Maximum Split (s) 16 62.2 26 45.8 42 36.2 15 56.8
Maximum Split (%) 10.7% 41.5% 17.3% 30.5% 28.0% 24.1% 10.0% 37.9% Minimum Split (s) 9 33.4 9 10.4 9 36.1 9 32.4
Yellow Time (s) 3 4.4 3 4.4 3 4.1 3 4.4
All-Red Time (s) 1 1 1 1 1 1 1 1
Minimum Initial (s) 5 5 5 5 5 5 5 5
Vehicle Extension (s) 2.5 3 2.5 5 2.5 3 2.5 3
Minimum Gap (s) 2.5 2 2.5 4 2.5 2 2.5 3
Time Before Reduce (s) 0 4 0 4.5 0 3 0 0
Time To Reduce (s) 0 0 0 0 0 0 0 0
Walk Time (s) 7 7 7
Flash Dont Walk (s) 21 24 20
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 108 124 36.2 62.2 108 0 36.2 51.2
End Time (s) 124 36.2 62.2 108 0 36.2 51.2 108
Yield/Force Off (s) 120 30.8 58.2 102.6 146 31.1 47.2 102.6 Yield/Force Off 170(s) 120 9.8 58.2 102.6 146 7.1 47.2 82.6 Local Start Time (s) 108 124 36.2 62.2 108 0 36.2 51.2
Local Yield (s) 120 30.8 58.2 102.6 146 31.1 47.2 102.6 Local Yield 170(s) 120 9.8 58.2 102.6 146 7.1 47.2 82.6 Intersection Summary
Cycle Length 150
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Splits and Phases: 2: Madison St/Madison Street & Indiana Avenue PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

Environmental Initial Study/Mitigated Negative Declaration # PR-2021-001197

APPENDIX I

Madison Flats Project Vehicle Miles Traveled Analysis Memorandum (LSA Project No. GBC2201)
(VMT Analysis Memorandum)
(LSA, February 2023)

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices LSA is a business name of LSA Associates, Inc.

CARLSBAD
CLOVIS
IRVI
NE
LOS ANGELES
PALM SPRINGS
POINT RICHMOND

RIVERSIDE

ROSEVILLE
SAN LUIS OBISPO
1500 Iowa Avenue, Suite 200, Riverside, California  92507     951.781.9310     www.lsa.net February 20, 2023
Vital Patel
City Traffic Engineer
City of Riverside
3900 Main Street
Riverside, California 92501
Subject:  Madison Flats Project Vehicle Miles Traveled An alysis Memorandum (LSA Project No.

GBC2201)
Dear Vital:

LSA Associates, Inc. (LSA) is under contract to prepare a Vehicle Miles Traveled (VMT) Analysis memorandum (Memo) for the proposed Madison Flats Project (project) located south of the intersection of Winstrom Street and Ra
ilroad Avenue in the City of Riverside (City). Figure 1 (all figures attached) illustrates the regional and project location.

The project will include 76 dwelling units of senior residential development and 45 dwelling units of low‐rise apartment development. All
dwelling units for this project are categorized as affordable housing. Figure 2 illustrates the conceptual site plan for the project.

The objectives of this Memo are as follows:
 To determine whether a Vehicle Miles Traveled (VMT) analysis is required for the project; and
 To perform an active transportation and public trans it analysis and determine if the project will generate any significant impact.

CEQA ASSESSMENT ‐ VEHICLE MILES TRAVELED ANALYSIS
On December 28, 2018, the California Office of Administrative Law cleared the revised CEQA Guidelines for use. Among the changes to the guidelines was removal of vehicle delay and level of service as the sole basis of determining CEQA impacts. With the adopted guidelines, transportation impacts are to be evaluated based on a project’s effect on VMT. The VMT analysis for the project was prepared based on th
e City’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (TIA Guidelines), dated July 2020.

Per the City’s TIA Guidelines Step 3: Project Type Screening criteria, a project is eligible to be screened out from a VMT analy
sis if the project consists of 100% affordable housing. As previously mentioned in the project description, the project consists of 100% affordable housing for the senior housing units and multi‐family low‐rise apartments. Therefore, the project is anticipated to have a less than significant VMT impa ct and may be screened out from a VMT analysis.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

2/20/23 (P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats VMT.docx) 2 CEQA ASSESSMENT ‐ ACTIVE TRANSPORTATION AND PUBLIC TRANSIT ANALYSIS According to the City’s TIA Guidelines, a significant impact occurs when a project conflicts with adopted plans, policies, or programs regarding active transportation or public transit facilities, or otherwise decreases the performance or safety of such facilities.

Based on the City’s Bicycle Master Plan Update: Addendum, adopted March 2012, at present, Class II bikeway have been added to both dire
ctions of Jefferson Street near the study area. Proposed future Class III bikeways will be added along the eastbound and westbound directions of Lincoln Avenue near the study area. The project is not anticipated to conflict with current and future construction of any of these facilities. As such, the pro ject would not decrease the performance or safety of any existing or proposed bicycle facility.

Based on the City of Riverside General Plan Circulation Element, sidewalks are generally provided on both sides of any streets. Additionally, standard paved trails and non‐standard unpaved trails are frequently used by bicyclists and pedestrians in the City. According to the City’s General Plan, there is a proposed Regional Trail on Victoria Avenue at the intersection with Madison Street. Although there are no current trails within the study area, paved sidewalks are provided on both sides of Depot Street, Winstrom Street, Madison Street, Indiana Avenue, Casa Blanca Street, and Evans Street. Within the project vicinity, there are paved sidewalks along the northern side of Railroad Avenue. The proposed project will construct a paved sidewalk along the project frontage, which is the southern side of Railroad Avenue. Therefore, the project will provide pedestrian circulation along the project frontage on Railroad Avenue. As such, the project will not decrease the performance or safety of any existing or proposed pedestrian facility within the project vicinity while improving the pedestrian circulation along Railroad Avenue.

RTA local bus Route 14 currently operates within the study area. Route 14 has connections to the Galleria at Tyler, Downtown Riverside, Hunter Park Metrolink Station, and Loma Linda VA Hospital.

Route 14 has stops on Winstrom Street/Indiana Avenue and Madison Street/Indiana Avenue.

Crosswalks for Indiana Avenue are provided at ea ch these bus stop locations for safe access to the westbound route. The project is not estimated to have any conflict with any of these existing or proposed transit services. As such, the project will not decrease the performance or safety of any existing or proposed public transi t facility.

The project does not conflict with any existing or proposed bicycle, pedestrian, or public transit facility. Therefore, it can be considered to conform to all adopted policies, plans, or programs concerning these facilities and will not have a significant impact.

If you have any questions, please do not hesitate to contac t me at (951) 781‐9310 or [email protected].

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 2/20/23 (P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats VMT.docx) 3 Sincerely,
LSA
Ambarish Mukherjee, AICP, PE
Principal

ATTACHMENTS
Figure 1: Regional and Project Location
Figure 2: Conceptual Site Plan Part 1 of 3
Figure 3: Conceptual Site Plan Part 2 of 3
Figure 4: Conceptual Site Plan Part 3 of 3
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

2/20/23 (P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats VMT.docx) 4 FIGURES

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices ÄÆ91
Project Location
Madison Flats Project
Vehicle Miles Traveled Analysis Memorandum
Regional and Project LocationSOURCE: ESRI Streetmap, 2021; Google Earth, 2019 P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2-1_Reg_ProjLoc.mxd (1/10/2023) FIGURE 1
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LEGEND
Project Site
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15 Project Vicinity
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices SOURCE: MCG Architecture, August 2022.

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P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2-2_Siteplan.ai (02/16/2023) 700 35
FIGURE 2
Conceptual Site Plan Part 1 of 3
Madison Flats Project
Vehicle Miles Traveled Analysis Memorandum
Project
Driveway 1
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Project
Driveway 2
SOURCE: MCG Architecture, August 2022.

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P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2-3_Siteplan.ai (02/16/2023) 700 35
FIGURE 3
Conceptual Site Plan Part 2 of 3
Madison Flats Project
Vehicle Miles Traveled Analysis Memorandum
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Project
Driveway 2 Project
Driveway 3
SOURCE: MCG Architecture, August 2022.

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P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2-4_Siteplan.ai (02/16/2023) 700 35
FIGURE 4
Conceptual Site Plan Part 3 of 3
Madison Flats Project
Vehicle Miles Traveled Analysis Memorandum
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

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