Cities Index.
Agenda packet

City Council and Concurrent Authorities
April 15, 2025

Document
Agenda packet
Meeting
April 15, 2025
Body
City Council and Concurrent Authorities
Pages
89
Original file
192.0 MB
Text extracted from the city's file for reading and search. Open the original on www.stocktongov.com. That file is the official record.

ROUNDABOUT ENTRY
--------------------------------------------------------------------------------------- Lane Turn Pedestrian Opposing Circulating Circulating Adjustment Flow Rate Adj.Flow Rate Ped.Factor Flow Rate Flow Rate Factor Detailed Output Page 3 of 16
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ATTACHMENT B
1546
Go to Table Links (Top)
Movements
ped/h ped/h veh/h pcu/h
--------------------------------------------------------------------------------------- South: Filbert Street
1 L2 8 8 1.00 915 934 1.000
1 T1 8 8 1.00 915 934 1.000
1 R2 8 8 1.00 915 934 1.000
--------------------------------------------------------------------------------------- East: Main Street
1 L2 1 1 1.00 132 134 1.000
1 T1 1 1 1.00 132 134 1.000
1 R2 1 1 1.00 132 134 1.000
--------------------------------------------------------------------------------------- North: Filbert Street
1 L2 4 4 1.00 367 375 0.999
1 T1 4 4 1.00 367 375 0.999
1 R2 4 4 1.00 367 375 0.999
--------------------------------------------------------------------------------------- West: Main Street
1 L2 5 5 1.00 464 473 0.999
1 T1 5 5 1.00 464 473 0.999
1 R2 5 5 1.00 464 473 0.999
---------------------------------------------------------------------------------------

ROUNDABOUT EXIT
----------------------------------------------------------------------------------------------------- Pedestrian Opposing Conflict Critical Follow-up Exit Lane Exit Flow Flow Rate Adj.Flow Rate Ped.Factor Zone Length Gap Headway Capacity Total Average ped/h ped/h ft sec sec veh/h veh/h veh/h/lane
----------------------------------------------------------------------------------------------------- South: Filbert Street
9 9 1.00 16.00 3.72 2.23 1602 58 58
----------------------------------------------------------------------------------------------------- East: Main Street
1 1 1.00 16.00 3.72 2.23 1611 866 866
----------------------------------------------------------------------------------------------------- North: Filbert Street
5 5 1.00 16.00 3.72 2.23 1606 371 371
----------------------------------------------------------------------------------------------------- West: Main Street
7 7 1.00 16.00 3.72 2.23 1605 442 442
----------------------------------------------------------------------------------------------------- Intersection Negotiation and Travel Data
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

TRAVEL SPEED, TRAVEL DISTANCE AND TRAVEL TIME
------------------------------------------------------------------------------------------------ Running Travel Travel Travel Total Travel Distance Tot.Trav.

From To Speed Speed Distance Time Dem Flows Arv Flows Time Approach Exit Turn mph mph ft s veh-mi/h veh-mi/h veh-h/h ------------------------------------------------------------------------------------------------ South: Filbert Street
West L2 23.1 20.9 1182.9# 38.5# 4.1 4.1 0.2
North T1 14.6 13.0 612.9# 32.2# 6.2 6.2 0.5
East R2 20.7 18.5 952.9# 35.0# 2.0 2.0 0.1
------------------------------------------------------------------------------------------------ East: Main Street
South L2 27.3 27.3 921.7# 23.0# 0.4 0.4 0.0
West T1 28.2 28.2 1101.7# 26.6# 72.4 72.4 2.6
North R2 20.4 20.4 531.7# 17.8# 25.9 25.9 1.3
------------------------------------------------------------------------------------------------ North: Filbert Street
East L2 20.9 18.6 598.9# 22.0# 48.1 48.1 2.6
South T1 20.2 18.2 648.9# 24.3# 4.7 4.7 0.3
West R2 19.7 18.2 828.9# 31.1# 12.1 12.1 0.7
------------------------------------------------------------------------------------------------ West: Main Street
Detailed Output Page 4 of 16
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ATTACHMENT B
1547
North L2 19.1 18.6 791.5# 29.1# 9.0 9.0 0.5
East T1 23.6 23.0 1131.5# 33.5# 92.5 92.5 4.0
South R2 22.6 22.1 1181.5# 36.4# 3.9 3.9 0.2
------------------------------------------------------------------------------------------------ ALL VEHICLES: 22.7 21.9 854.7# 26.6# 281.2 281.2 12.8
------------------------------------------------------------------------------------------------ "Running Speed" is the average speed excluding stopped periods.

Travel Time values include cruise times and intersection delays including acceleration, deceleration and idling delays.
# Travel Distance and Travel Time values include travel on the External Exit section based on the Exit Distance or user-specified Downstream Distance value as applicable.

INTERSECTION NEGOTIATION DATA
------------------------------------------------------------------------ Negn Negn Negn App Exit Downstr
From To Radius Speed Dist Dist Dist Dist
Approach Exit Turn ft mph ft ft ft ft
------------------------------------------------------------------------ South: Filbert Street
West L2 41.0 13.6 161.0 450 192 NA
North T1 135.4 21.5 95.8 450 18 NA
East R2 81.7 17.7 38.6 450 122 NA
------------------------------------------------------------------------ East: Main Street
South L2 41.0 13.6 161.0 400 137 NA
West T1 135.4 21.5 95.8 400 192 NA
North R2 81.7 17.7 38.6 400 18 NA
------------------------------------------------------------------------ North: Filbert Street
East L2 41.0 13.6 161.0 60 122 NA
South T1 135.4 21.5 95.8 60 137 NA
West R2 81.7 17.7 38.6 60 192 NA
------------------------------------------------------------------------ West: Main Street
North L2 41.0 13.6 161.0 630 18 NA
East T1 135.4 21.5 95.8 630 122 NA
South R2 81.7 17.7 38.6 630 137 NA
------------------------------------------------------------------------ Maximum Negotiation (Design) Speed = 30.0 mph
NA Downstream Distance does not apply if:
- Exit is an internal leg of a network
- "Program" option was specified
- Distance specified was less than the Exit Negotiation Distance - Distance specified was greater than the exit leg length

MOVEMENT SPEEDS AND GEOMETRIC DELAY
--------------------------------------------------------- App. Speeds Exit Speeds Queue
------------ ----------- Move-up Geom
Mov Cruise Negn Negn Cruise Speed Delay
ID Turn mph mph mph mph mph sec
--------------------------------------------------------- South: Filbert Street
3 L2 25.0 13.6 13.6 25.0 18.9 5.5
8 T1 25.0 21.5 21.5 25.0 18.9 1.0
18 R2 25.0 17.7 17.7 25.0 18.9 1.6
--------------------------------------------------------- East: Main Street
1 L2 35.0 13.6 13.6 35.0 31.9 8.2
6 T1 35.0 21.5 21.5 35.0 31.9 3.3
16 R2 35.0 17.7 17.7 35.0 31.9 3.4
--------------------------------------------------------- North: Filbert Street
7 L2 25.0 13.6 13.6 25.0 22.9 4.4
4 T1 25.0 21.5 21.5 25.0 22.9 0.7
14 R2 25.0 17.7 17.7 25.0 22.9 0.9
--------------------------------------------------------- West: Main Street
5 L2 30.0 13.6 13.6 30.0 22.5 7.0
2 T1 30.0 21.5 21.5 30.0 22.5 2.2
12 R2 30.0 17.7 17.7 30.0 22.5 2.6
--------------------------------------------------------- Detailed Output Page 5 of 16
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ATTACHMENT B
1548
Go to Table Links (Top)
Go to Table Links (Top)
Movement Capacity and Performance Parameters
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

MOVEMENT CAPACITY PARAMETERS
---------------------------------------------------------------- Mov Turn Mov Opng Movement Total Prac. Prac. Deg.

ID Cl. Arv Adjust. Cap. Deg. Spare Satn
Flow Flow Flow Satn Cap.
veh/h veh/h pcu/h veh/h xp % x
---------------------------------------------------------------- South: Filbert Street
3 L2 # 18 915 934 113 0.85 422 0.163
8 T1 # 53 915 934 327 0.85 422 0.163
18 R2 # 11 915 934 67 0.85 422 0.163
---------------------------------------------------------------- East: Main Street
1 L2 # 2 132 134 4 0.85 57 0.541
6 T1 # 347 132 134 640 0.85 57 0.541
16 R2 # 258 132 134 476 0.85 57 0.541
---------------------------------------------------------------- North: Filbert Street
7 L2 # 424 367 375 637 0.85 28 0.665*
4 T1 # 38 367 375 57 0.85 28 0.665*
14 R2 # 77 367 375 116 0.85 28 0.665*
---------------------------------------------------------------- West: Main Street
5 L2 # 60 464 473 93 0.85 32 0.642
2 T1 # 432 464 473 672 0.85 32 0.642
12 R2 # 17 464 473 27 0.85 32 0.642
---------------------------------------------------------------- * Maximum degree of saturation
# Combined Movement Capacity parameters are shown for all Movement Classes.

MOVEMENT PERFORMANCE
--------------------------------------------------------------------------------- Mov Turn Total Total Aver. Eff. Total Perf. Tot.Trav. Tot.Trav. Aver.

ID Delay Delay Delay Stop Stops Index Distance Time Speed (veh-h/h)(pers-h/h)(sec) Rate (veh-mi/h)(veh-h/h) (mph) --------------------------------------------------------------------------------- South: Filbert Street
3 L2 0.07 0.08 13.1 0.82 15.1 1.16 4.1 0.2 20.9
8 T1 0.13 0.15 8.6 0.82 43.7 1.46 6.2 0.5 13.0
18 R2 0.03 0.03 9.2 0.82 8.9 1.00 2.0 0.1 18.5
--------------------------------------------------------------------------------- East: Main Street
1 L2 0.01 0.01 9.5 0.52 1.1 3.78 0.4 0.0 27.3
6 T1 0.45 0.54 4.6 0.52 179.8 7.27 72.4 2.6 28.2
16 R2 0.34 0.41 4.8 0.52 133.6 5.58 25.9 1.3 20.4
--------------------------------------------------------------------------------- North: Filbert Street
7 L2 1.16 1.40 9.9 0.93 392.9 10.28 48.1 2.6 18.6
4 T1 0.06 0.08 6.1 0.93 35.3 5.46 4.7 0.3 18.2
14 R2 0.14 0.16 6.4 0.93 71.5 6.03 12.1 0.7 18.2
--------------------------------------------------------------------------------- West: Main Street
5 L2 0.23 0.27 13.7 0.96 57.4 6.25 9.0 0.5 18.6
2 T1 1.08 1.29 9.0 0.96 414.1 11.86 92.5 4.0 23.0
12 R2 0.04 0.05 9.3 0.96 16.7 5.67 3.9 0.2 22.1
--------------------------------------------------------------------------------- Fuel Consumption, Emissions and Cost
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

FUEL CONSUMPTION, EMISSIONS AND COST (TOTAL)
Detailed Output Page 6 of 16
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ATTACHMENT B
1549
Go to Table Links (Top)
Lanes
---------------------------------------------------------------- Mov Turn Cost Fuel CO2 CO HC NOX
ID Total Total Total Total Total Total
$/h gal/h kg/h kg/h kg/h kg/h
---------------------------------------------------------------- South: Filbert Street
3 L2 2.67 0.2 1.7 0.00 0.000 0.002
8 T1 7.31 0.4 3.3 0.00 0.000 0.004
18 R2 1.54 0.1 0.9 0.00 0.000 0.001
------------------------------------------------

11.51 0.7 5.9 0.00 0.001 0.006
---------------------------------------------------------------- East: Main Street
1 L2 0.23 0.0 0.2 0.00 0.000 0.000
6 T1 37.79 3.3 29.6 0.03 0.003 0.037
16 R2 26.70 1.7 15.5 0.01 0.001 0.022
------------------------------------------------

64.72 5.1 45.2 0.04 0.004 0.059
---------------------------------------------------------------- North: Filbert Street
7 L2 55.76 3.9 35.1 0.03 0.003 0.041
4 T1 5.03 0.4 3.2 0.00 0.000 0.004
14 R2 10.37 0.8 7.2 0.00 0.001 0.008
------------------------------------------------

71.16 5.1 45.6 0.03 0.004 0.053
---------------------------------------------------------------- West: Main Street
5 L2 9.27 0.5 4.8 0.00 0.000 0.006
2 T1 68.44 4.6 41.5 0.03 0.004 0.051
12 R2 2.77 0.2 1.7 0.00 0.000 0.002
------------------------------------------------

80.47 5.4 48.0 0.04 0.004 0.059
---------------------------------------------------------------- INTERSECTION: 227.87 16.2 144.7 0.12 0.013 0.177
----------------------------------------------------------------

FUEL CONSUMPTION, EMISSIONS AND COST (RATE)
---------------------------------------------------------------- Mov Turn Cost Fuel CO2 CO HC NOX
ID Rate Eff. Rate Rate Rate Rate
$/mi mpg g/km g/km g/km g/km
---------------------------------------------------------------- South: Filbert Street
3 L2 0.64 22.1 251.3 0.16 0.021 0.255
8 T1 1.18 16.5 336.5 0.24 0.031 0.373
18 R2 0.78 20.3 273.4 0.18 0.024 0.286
------------------------------------------------

0.94 18.6 297.7 0.20 0.027 0.320
---------------------------------------------------------------- East: Main Street
1 L2 0.61 20.2 275.4 0.26 0.025 0.353
6 T1 0.52 21.9 254.2 0.25 0.022 0.315
16 R2 1.03 15.0 370.7 0.34 0.036 0.525
------------------------------------------------

0.66 19.5 284.9 0.27 0.026 0.371
---------------------------------------------------------------- North: Filbert Street
7 L2 1.16 12.2 453.3 0.33 0.042 0.526
4 T1 1.08 12.9 430.7 0.31 0.039 0.495
14 R2 0.86 14.9 371.8 0.25 0.033 0.416
------------------------------------------------

1.10 12.7 436.5 0.31 0.040 0.503
---------------------------------------------------------------- West: Main Street
5 L2 1.03 16.6 334.5 0.28 0.031 0.436
2 T1 0.74 19.9 278.9 0.23 0.024 0.342
12 R2 0.71 20.3 273.4 0.22 0.023 0.332
------------------------------------------------

0.76 19.6 283.4 0.23 0.025 0.349
---------------------------------------------------------------- INTERSECTION: 0.81 17.4 319.9 0.26 0.029 0.391
---------------------------------------------------------------- Detailed Output Page 7 of 16
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ATTACHMENT B
1550
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Lane Performance and Capacity Information
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

LANE PERFORMANCE
--------------------------------------------------------------- Q u e u e
Flow Cap Deg. Aver. Eff. 95% Back Lane
Lane Satn Delay Stop ------------ Length
No. veh/h veh/h x sec Rate veh ft ft
--------------------------------------------------------------- South: Filbert Street
1 83 507 0.163 9.7 0.82 1.0 26.5 450.0
--------------------------------------------------------------- East: Main Street
1 607 1120 0.541 4.7 0.52 4.7 118.5 400.0
--------------------------------------------------------------- North: Filbert Street
1 539 810 0.665 9.1 0.93 6.2 158.2 60.0
--------------------------------------------------------------- West: Main Street
1 509 792 0.642 9.5 0.96 6.7 170.6 630.0
---------------------------------------------------------------

LANE FLOW AND CAPACITY INFORMATION
-----------------------------------------
Lane Total Min Tot Deg. Lane
No. Arv Flow Cap Cap Satn Util
veh/h veh/h veh/h x %
-----------------------------------------
South: Filbert Street
1 83 83 507 0.163 100
-----------------------------------------
East: Main Street
1 607 150 1120 0.541 100
-----------------------------------------
North: Filbert Street
1 539 150 810 0.665 100
-----------------------------------------
West: Main Street
1 509 150 792 0.642 100
-----------------------------------------
The capacity values of Continuous Lanes are obtained by adjusting the basic saturation flow for lane width, grade, movement class and turning vehicle effects.

Saturation flow scale applies if specified.

Lane, Approach and Intersection Performance
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
------------------------------------------------------------ Lane Arrival Adj. Deg Aver. Longest Lane
No. Flow %HV Basic Sat Delay Queue Length
(veh/h) Satf. x sec ft ft
------------------------------------------------------------ South: Filbert Street
1 83 2 0.163 9.7 27 450
----------------------------------------------------
83 2 0.163 9.7 27
------------------------------------------------------------ East: Main Street
1 607 2 0.541 4.7 118 400
----------------------------------------------------
607 2 0.541 4.7 118
------------------------------------------------------------ North: Filbert Street
1 539 2 0.665 9.1 158 60
Detailed Output Page 8 of 16
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ATTACHMENT B
1551
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Go to Table Links (Top)
----------------------------------------------------
539 2 0.665 9.1 158
------------------------------------------------------------ West: Main Street
1 509 2 0.642 9.5 171 630
----------------------------------------------------
509 2 0.642 9.5 171
============================================================

ALL VEHICLES
Total % Max Aver. Max
Flow HV X Delay Queue
1737 2 0.665 7.7 171
============================================================ Peak flow period = 15 minutes.

Queue values in this table are 95% queue (feet)
Note: Basic Saturation Flows at roundabouts or sign-controlled intersections apply only to continuous lanes.

Driver Characteristics
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
-------------------------------------------------------- Average Driver
Lane Satn Satn Satn Satn Queue Response
No. Speed Flow Hdwy Spacing Space Time
mph veh/h sec ft ft sec
-------------------------------------------------------- South: Filbert Street
1 19.2 1480 2.43 68.55 25.40 1.53
-------------------------------------------------------- East: Main Street
1 19.8 1315 2.74 79.67 25.40 1.86
-------------------------------------------------------- North: Filbert Street
1 14.8 1195 3.01 65.31 25.40 1.84
-------------------------------------------------------- West: Main Street
1 20.4 1381 2.61 78.07 25.40 1.76
-------------------------------------------------------- Saturation Flow and Saturation Headway are derived from follow-up headway.

Lane Delays
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

LANE DELAYS
-------------------------------------------------------------------------------------------- ------------------- Delay (seconds/veh) ------------------- Deg. % Arv Prog. Min Stop-line Delay Acc. Queuing Stopd Lane Satn During Factor Del 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. x Green dm d1 d2 dSL dn dq dqm di dig dic
-------------------------------------------------------------------------------------------- South: Filbert Street
1 0.163 NA NA 6.2 7.6 0.0 7.6 4.0 3.6 0.0 3.6 2.1 9.7
-------------------------------------------------------------------------------------------- East: Main Street
1 0.541 NA NA 0.6 1.3 0.0 1.3 2.5 0.0 0.0 0.0 3.4 4.7
-------------------------------------------------------------------------------------------- North: Filbert Street
1 0.665 NA NA 1.6 3.6 1.9 5.5 2.1 3.4 1.0 2.4 3.6 9.1
-------------------------------------------------------------------------------------------- West: Main Street
1 0.642 NA NA 2.2 4.4 2.4 6.7 4.6 2.2 1.3 0.8 2.8 9.5
-------------------------------------------------------------------------------------------- SIDRA Standard Delay Model is used. Control Delay is the sum of Stop-line Delay and Geometric Delay.

Detailed Output Page 9 of 16
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ATTACHMENT B
1552
Go to Table Links (Top)
dm: Minimum delay for gap acceptance cases
dSL: Stop-line delay (=d1+d2)
dn: Average stop-start delay for all vehicles queued and unqueued dq: Queuing delay (the part of the stop-line delay that includes stopped delay and queue move-up delay)
dqm: Queue move-up delay
di: Stopped delay (stopped (idling) time at near-zero speed) dig: Geometric delay
dic: Control delay
Lane Queues
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

BACK OF QUEUE (VEHICLES)
---------------------------------------------------------------------------------------- Deg. % Arv Prog. Ovrfl. Back of Queue (veh) Queue Stor. Prob. Prob.

Lane Satn During Factor Queue ----------------------- Ratio Block SL Ov.

No. x Green No Nb1 Nb2 Nb 95% Av. 95% % %
---------------------------------------------------------------------------------------- South: Filbert Street
1 0.163 NA NA 0.0 0.4 0.0 0.4 1.0 0.02 0.06 0.0 NA
---------------------------------------------------------------------------------------- East: Main Street
1 0.541 NA NA 0.0 1.9 0.0 1.9 4.7 0.12 0.30 0.0 NA
---------------------------------------------------------------------------------------- North: Filbert Street
1 0.665 NA NA 0.3 2.0 0.5 2.5 6.2 1.06 2.64 58.2 NA
---------------------------------------------------------------------------------------- West: Main Street
1 0.642 NA NA 0.4 2.2 0.5 2.7 6.7 0.11 0.27 0.0 NA
---------------------------------------------------------------------------------------- SIDRA Standard models are used for Back of Queue estimation since HCM only gives Cycle-Average Queues for unsignalised intersections.

BACK OF QUEUE (DISTANCE)
---------------------------------------------------------------------------------------- Deg. % Arv Prog. Ovrfl. Back of Queue (ft) Queue Stor. Prob. Prob.

Lane Satn During Factor Queue ----------------------- Ratio Block SL Ov.

No. x Green No Nb1 Nb2 Nb 95% Av. 95% % %
---------------------------------------------------------------------------------------- South: Filbert Street
1 0.163 NA NA 0.0 10.7 0.0 10.7 26.5 0.02 0.06 0.0 NA
---------------------------------------------------------------------------------------- East: Main Street
1 0.541 NA NA 0.0 47.7 0.0 47.7 118.5 0.12 0.30 0.0 NA
---------------------------------------------------------------------------------------- North: Filbert Street
1 0.665 NA NA 8.7 50.5 13.1 63.6 158.2 1.06 2.64 58.2 NA ---------------------------------------------------------------------------------------- West: Main Street
1 0.642 NA NA 10.0 54.8 13.9 68.6 170.6 0.11 0.27 0.0 NA ---------------------------------------------------------------------------------------- SIDRA Standard models are used for Back of Queue estimation since HCM only gives Cycle-Average Queues for unsignalised intersections.

OTHER QUEUE RESULTS (VEHICLES)
-------------------------------------------------
Deg. % Arv Prog. Ovrfl. Cyc-Av. Queue
Lane Satn During Factor Queue -------------
No. x Green No Nc 95%
-------------------------------------------------
South: Filbert Street
1 0.163 NA NA 0.0 0.2 0.3
-------------------------------------------------
East: Main Street
1 0.541 NA NA 0.0 0.2 0.4
-------------------------------------------------
North: Filbert Street
Detailed Output Page 10 of 16
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ATTACHMENT B
1553
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1 0.665 NA NA 0.3 0.8 1.5
-------------------------------------------------
West: Main Street
1 0.642 NA NA 0.4 1.0 1.7
-------------------------------------------------

OTHER QUEUE RESULTS (DISTANCE)
-------------------------------------------------
Deg. % Arv Prog. Ovrfl. Cyc-Av. Queue
Lane Satn During Factor Queue -------------
No. x Green No Nc 95%
-------------------------------------------------
South: Filbert Street
1 0.163 NA NA 0.0 4.4 8.0
-------------------------------------------------
East: Main Street
1 0.541 NA NA 0.0 5.7 10.3
-------------------------------------------------
North: Filbert Street
1 0.665 NA NA 8.7 20.9 37.9
-------------------------------------------------
West: Main Street
1 0.642 NA NA 10.0 24.2 43.8
-------------------------------------------------
Lane Queue Percentiles
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout

LANE QUEUE PERCENTILES (VEHICLES)
-------------------------------------------------------------- Deg. Percentile Back of Queue (veh)
Lane Satn ------------------------------------------------ No. x 50% 70% 85% 90% 95% 98% 100%
-------------------------------------------------------------- South: Filbert Street
1 0.163 0.4 0.5 0.8 0.9 1.0 1.2 1.2
-------------------------------------------------------------- East: Main Street
1 0.541 1.9 2.4 3.4 4.0 4.7 5.2 5.6
-------------------------------------------------------------- North: Filbert Street
1 0.665 2.5 3.2 4.6 5.3 6.2 6.9 7.4
-------------------------------------------------------------- West: Main Street
1 0.642 2.7 3.5 4.9 5.7 6.7 7.5 8.0
-------------------------------------------------------------- SIDRA Standard models are used for Back of Queue estimation since HCM only gives Cycle-Average Queues for unsignalised intersections.

LANE QUEUE PERCENTILES (DISTANCE)
-------------------------------------------------------------- Deg. Percentile Back of Queue (feet)
Lane Satn ------------------------------------------------ No. x 50% 70% 85% 90% 95% 98% 100%
-------------------------------------------------------------- South: Filbert Street
1 0.163 10.7 13.8 19.5 22.5 26.5 29.4 31.6
-------------------------------------------------------------- East: Main Street
1 0.541 47.6 61.7 87.0 100.7 118.5 131.5 141.3
-------------------------------------------------------------- North: Filbert Street
1 0.665 63.6 82.4 116.2 134.5 158.2 175.6 188.7
-------------------------------------------------------------- West: Main Street
1 0.642 68.6 88.9 125.3 145.0 170.6 189.3 203.5
Detailed Output Page 11 of 16
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ATTACHMENT B
1554
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Go to Table Links (Top)
Flow Rates
Go to Table Links (Top)
-------------------------------------------------------------- SIDRA Standard models are used for Back of Queue estimation since HCM only gives Cycle-Average Queues for unsignalised intersections.

Lane Stops
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
----------------------------------------------------------------------------------------------------- Queue Total Aver.

Deg. % Arv Prog. -- Effective Stop Rate -- Total Move-up Queue Prop. Num. of Lane Satn During Factor Geom. Overall Stops Rate Move-ups Queued Cycles to No. x Green he1 he2 hig h H hqm Hqm pq Depart
----------------------------------------------------------------------------------------------------- South: Filbert Street
1 0.163 NA NA 0.78 0.00 0.04 0.82 67.7 0.00 0.0 0.85 0.85 ----------------------------------------------------------------------------------------------------- East: Main Street
1 0.541 NA NA 0.32 0.00 0.20 0.52 314.6 0.00 0.0 0.52 0.52 ----------------------------------------------------------------------------------------------------- North: Filbert Street
1 0.665 NA NA 0.71 0.10 0.12 0.93 499.7 0.16 88.0 0.78 0.94 ----------------------------------------------------------------------------------------------------- West: Main Street
1 0.642 NA NA 0.81 0.11 0.04 0.96 488.2 0.20 102.5 0.89 1.09 ----------------------------------------------------------------------------------------------------- hig is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued Origin-Destination Flow Rates (Total)
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
TOTAL FLOW RATES for All Movement Classes (veh/h)
----------------------------------------------------------- From SOUTH To: W N E
Turn: L2 T1 R2 TOT
Flow Rate 18.5 53.3 10.9 82.6
%HV (all designations) 2.0 2.0 2.0 2.0
----------------------------------------------------------- From EAST To: S W N
Turn: L2 T1 R2 TOT
Flow Rate 2.2 346.7 257.6 606.5
%HV (all designations) 2.0 2.0 2.0 2.0
----------------------------------------------------------- From NORTH To: E S W
Turn: L2 T1 R2 TOT
Flow Rate 423.9 38.0 77.2 539.1
%HV (all designations) 2.0 2.0 2.0 2.0
----------------------------------------------------------- From WEST To: N E S
Turn: L2 T1 R2 TOT
Flow Rate 59.8 431.5 17.4 508.7
%HV (all designations) 2.0 2.0 2.0 2.0
----------------------------------------------------------- Flow rates shown above are Arrival Flow Rates (veh/h) based on the following input specifications:

Unit Time for Volumes = 60 minutes
Peak Flow Period = 15 minutes
Effects of Volume Factors (Peak Flow Factor, Flow Scale, Growth Rate) are included.

Arrival Flow Rates may be less than Demand Flow Rates if capacity constraint applies in network analysis.

Detailed Output Page 12 of 16
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ATTACHMENT B
1555
Origin-Destination Flow Rates by Movement Class
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
FLOW RATES for Light Vehicles (veh/h)
---------------------------------------------------
From SOUTH To: W N E
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 18.1 52.2 10.7 81.0
Mov Class % 98.0 98.0 98.0 98.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
From EAST To: S W N
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 2.1 339.8 252.5 594.4
Mov Class % 98.0 98.0 98.0 98.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
From NORTH To: E S W
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 415.4 37.3 75.6 528.3
Mov Class % 98.0 98.0 98.0 98.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
From WEST To: N E S
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 58.6 422.9 17.0 498.5
Mov Class % 98.0 98.0 98.0 98.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
FLOW RATES for Heavy Vehicles (veh/h)
---------------------------------------------------
From SOUTH To: W N E
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 0.4 1.1 0.2 1.7
Mov Class % 2.0 2.0 2.0 2.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
From EAST To: S W N
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 0.0 6.9 5.2 12.1
Mov Class % 2.0 2.0 2.0 2.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
From NORTH To: E S W
Turn: L2 T1 R2 TOT
---------------------------------------------------
Flow Rate 8.5 0.8 1.5 10.8
Mov Class % 2.0 2.0 2.0 2.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
From WEST To: N E S
Turn: L2 T1 R2 TOT
Detailed Output Page 13 of 16
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ATTACHMENT B
1556
Go to Table Links (Top)
---------------------------------------------------
Flow Rate 1.2 8.6 0.3 10.2
Mov Class % 2.0 2.0 2.0 2.0
Flow Scale 1.00 1.00 1.00 -
Peak Flow Factor 0.92 0.92 0.92 -
Residual Demand 0.0 0.0 0.0 0.0
---------------------------------------------------
Flow rates shown above are Arrival Flow Rates (veh/h) based on the following input specifications:

Unit Time for Volumes = 60 minutes
Peak Flow Period = 15 minutes
Effects of Volume Factors (Peak Flow Factor, Flow Scale, Growth Rate) are included.

Arrival Flow Rates may be less than Demand Flow Rates if capacity constraint applies in network analysis.

Lane Flow Rates
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
LANE FLOW RATES AT STOP LINE (veh/h)
-------------------------------------------------
From SOUTH To: W N E
Turn: L2 T1 R2 TOT
-------------------------------------------------
Lane 1
LV 18.1 52.2 10.7 81.0
HV 0.4 1.1 0.2 1.7
Total 18.5 53.3 10.9 82.6
-------------------------------------------------
Approach 18.5 53.3 10.9 82.6
-------------------------------------------------
From EAST To: S W N
Turn: L2 T1 R2 TOT
-------------------------------------------------
Lane 1
LV 2.1 339.8 252.5 594.4
HV 0.0 6.9 5.2 12.1
Total 2.2 346.7 257.6 606.5
-------------------------------------------------
Approach 2.2 346.7 257.6 606.5
-------------------------------------------------
From NORTH To: E S W
Turn: L2 T1 R2 TOT
-------------------------------------------------
Lane 1
LV 415.4 37.3 75.6 528.3
HV 8.5 0.8 1.5 10.8
Total 423.9 38.0 77.2 539.1
-------------------------------------------------
Approach 423.9 38.0 77.2 539.1
-------------------------------------------------
From WEST To: N E S
Turn: L2 T1 R2 TOT
-------------------------------------------------
Lane 1
LV 58.6 422.9 17.0 498.5
HV 1.2 8.6 0.3 10.2
Total 59.8 431.5 17.4 508.7
-------------------------------------------------
Approach 59.8 431.5 17.4 508.7
-------------------------------------------------

EXIT LANE FLOW RATES
-----------------------------------------
Movement Class: LV HV TOT
-----------------------------------------
Exit: SOUTH
Lane: 1 56.5 1.2 57.6
Total 56.5 1.2 57.6
-----------------------------------------
Exit: EAST
Lane: 1 849.0 17.3 866.3
Detailed Output Page 14 of 16
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ATTACHMENT B
1557
Go to Table Links (Top)
Other
Go to Table Links (Top)
Total 849.0 17.3 866.3
-----------------------------------------
Exit: NORTH
Lane: 1 363.2 7.4 370.7
Total 363.2 7.4 370.7
-----------------------------------------
Exit: WEST
Lane: 1 433.5 8.8 442.4
Total 433.5 8.8 442.4
-----------------------------------------

DOWNSTREAM LANE FLOW RATES FOR EXIT ROADS
-----------------------------------------
Movement Class: LV HV TOT
-----------------------------------------
Exit: SOUTH
Lane: 1 56.5 1.2 57.6
Total 56.5 1.2 57.6
-----------------------------------------
Exit: EAST
Lane: 1 849.0 17.3 866.3
Total 849.0 17.3 866.3
-----------------------------------------
Exit: NORTH
Lane: 1 363.2 7.4 370.7
Total 363.2 7.4 370.7
-----------------------------------------
Exit: WEST
Lane: 1 433.5 8.8 442.4
Total 433.5 8.8 442.4
-----------------------------------------
Flow rates shown above are Arrival Flow Rates (veh/h) based on the following input specifications:

Unit Time for Volumes = 60 minutes
Peak Flow Period = 15 minutes
Effects of Volume Factors (Peak Flow Factor, Flow Scale, Growth Rate) are included.

Arrival Flow Rates may be less than Demand Flow Rates if capacity constraint applies in network analysis.

Parameter Settings Summary
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
* Basic Parameters:

Intersection Type: Roundabout
Driving on the right-hand side of the road
Input data specified in US units
Model Defaults: US HCM (Customary)
Peak Flow Period (for performance): 15 minutes
Unit time (for volumes): 60 minutes.

SIDRA Standard Delay model used
HCM Queue Model option used
Level of Service based on: Delay and v/c (HCM 6)
Queue percentile: 95%
Diagnostics
Site: Main St._Filbert St._PM
Site ID: 101
Roundabout
Lane Flow-Capacity Iterations:

Site Model Variability Index (Iterations 3 to N): 3.4%
Number of Iterations: 7 (Maximum: 10)
Detailed Output Page 15 of 16
about:blank 11/21/2024

ATTACHMENT B
1558
Go to Table Links (Top)
Largest change in Lane Degrees of Saturation for the last three Flow-Capacity Iterations:

2.8% 1.4% 0.7%
Other Diagnostic Messages (if any):

SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TJKM TRANSPORTATION CONSULTANTS | Processed: Thursday, November 21, 2024 3:53:48 PM Project: J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Analysis\Sidra\Project_v2 Built +P Conditions.sip8 Detailed Output Page 16 of 16
about:blank 11/21/2024

ATTACHMENT B
1559

MOVEMENT SUMMARY
Site: 101 [Main St._Filbert St._PM]
New Site
Site Category: (None)
Roundabout
Movement Performance - Vehicles
Mov Demand Flows 95% Back of Queue
ID
Turn Deg.

Satn
Average
Delay
Level of
Service
Prop.

Queued
Effective
Stop Rate
Aver. No.

Cycles
Average
Total HV Vehicles Distance Speed
veh/h % v/c sec veh ft mph
South: Filbert Street
3 L2 18 2.0 0.163 13.1 LOS B 1.0 26.5 0.85 0.82 0.85 20.9 8 T1 53 2.0 0.163 8.6 LOS A 1.0 26.5 0.85 0.82 0.85 13.0 18 R2 11 2.0 0.163 9.2 LOS A 1.0 26.5 0.85 0.82 0.85 18.5 Approach 83 2.0 0.163 9.7 LOS A 1.0 26.5 0.85 0.82 0.85 15.7 East: Main Street
1 L2 2 2.0 0.541 9.5 LOS A 4.7 118.5 0.52 0.52 0.52 27.3 6 T1 347 2.0 0.541 4.6 LOS A 4.7 118.5 0.52 0.52 0.52 28.2 16 R2 258 2.0 0.541 4.8 LOS A 4.7 118.5 0.52 0.52 0.52 20.4 Approach 607 2.0 0.541 4.7 LOS A 4.7 118.5 0.52 0.52 0.52 25.6 North: Filbert Street
7 L2 424 2.0 0.665 9.9 LOS A 6.2 158.2 0.78 0.93 0.94 18.6 4 T1 38 2.0 0.665 6.1 LOS A 6.2 158.2 0.78 0.93 0.94 18.2 14 R2 77 2.0 0.665 6.4 LOS A 6.2 158.2 0.78 0.93 0.94 18.2 Approach 539 2.0 0.665 9.1 LOS A 6.2 158.2 0.78 0.93 0.94 18.5 West: Main Street
5 L2 60 2.0 0.642 13.7 LOS B 6.7 170.6 0.89 0.96 1.09 18.6 2 T1 432 2.0 0.642 9.0 LOS A 6.7 170.6 0.89 0.96 1.09 23.0 12 R2 17 2.0 0.642 9.3 LOS A 6.7 170.6 0.89 0.96 1.09 22.1 Approach 509 2.0 0.642 9.5 LOS A 6.7 170.6 0.89 0.96 1.09 22.5 All Vehicles 1737 2.0 0.665 7.7 LOS A 6.7 170.6 0.72 0.79 0.83 21.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).

Roundabout LOS Method: Same as Signalised Intersections.

Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement.

LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6).

Roundabout Capacity Model: SIDRA Standard.

SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.

Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).

HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TJKM TRANSPORTATION CONSULTANTS | Processed: Thursday, November 21, 2024 3:53:48 PM Project: J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Analysis\Sidra\Project_v2 Built +P Conditions.sip8

ATTACHMENT B
1560
HCM Signalized Intersection Capacity Analysis Background Build Conditions_Mitigated 5: S American Street/N American Street & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 82 110 24 16 18 0 0 31 20
Future Volume (vph) 0 0 0 82 110 24 16 18 0 0 31 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 0.99 1.00 1.00 0.93
Flpb, ped/bikes 0.95 0.97 1.00 1.00
Frt 0.98 1.00 1.00 0.85
Flt Protected 0.98 0.97 1.00 1.00
Satd. Flow (prot) 1708 1782 1863 1477
Flt Permitted 0.98 0.82 1.00 1.00
Satd. Flow (perm) 1708 1505 1863 1477
Peak-hour factor, PHF 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 Adj. Flow (vph) 0 0 0 139 186 41 27 31 0 0 53 34
RTOR Reduction (vph) 000000000000
Lane Group Flow (vph) 0 0 0 0 366 0 0 58 0 0 53 34
Confl. Peds. (#/hr) 96 2 11 11
Turn Type Perm NA Perm NA NA Perm
Protected Phases 2 4 4
Permitted Phases 2 4 4
Actuated Green, G (s) 26.0 8.0 8.0 8.0
Effective Green, g (s) 26.0 8.0 8.0 8.0
Actuated g/C Ratio 0.37 0.11 0.11 0.11
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 634 172 212 168
v/s Ratio Prot 0.03
v/s Ratio Perm 0.21 c0.04 0.02
v/c Ratio 0.57 0.33 0.25 0.20
Uniform Delay, d1 17.6 28.5 28.2 28.1
Progression Factor 0.97 1.55 1.00 1.00
Incremental Delay, d2 3.6 5.0 2.8 2.6
Delay (s) 20.8 49.3 31.0 30.8
Level of Service C D C C
Approach Delay (s/veh) 0.0 20.8 49.3 30.9
Approach LOS A C D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 25.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.31
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 31.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
1561
HCM 6th TWSC Background Build Conditions_Mitigated
22: Shasta Avenue & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 434 5 4 620 5 9 1 5 2 0 2
Future Vol, veh/h 2 434 5 4 620 5 9 1 5 2 0 2
Conflicting Peds, #/hr 7 0 2 2 0 7 1 0 3 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 2 477 5 4 681 5 10 1 5 2 0 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 693 0 0 484 0 0 1180 1187 485 1186 1184 689 Stage 1 - - - - - - 486 486 - 696 696 -
Stage 2 - - - - - - 694 701 - 490 488 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 902 - - 1079 - - 167 188 582 166 189 446 Stage 1 - - - - - - 563 551 - 432 443 -
Stage 2 - - - - - - 433 441 - 560 550 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 896 - - 1077 - - 164 185 579 161 186 443 Mov Cap-2 Maneuver - - - - - - 164 185 - 161 186 -
Stage 1 - - - - - - 560 548 - 428 437 -
Stage 2 - - - - - - 428 435 - 550 547 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.1 22.9 20.5

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 218 896 - - 1077 - - 236
HCM Lane V/C Ratio 0.076 0.002 - - 0.004 - - 0.019
HCM Control Delay (s/veh) 22.9 9 0 - 8.4 0 - 20.5
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q (veh) 0.2 0 - - 0 - - 0.1

ATTACHMENT B
1562
HCM 6th TWSC Background Build Conditions_Mitigated
23: David Avenue & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 440 6 3 610 5 10 1 4 3 0 9
Future Vol, veh/h 1 440 6 3 610 5 10 1 4 3 0 9
Conflicting Peds, #/hr 3 0 3 3 0 3 3 0 1 1 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 478 7 3 663 5 11 1 4 3 0 10
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 671 0 0 488 0 0 828 1164 247 918 1165 340 Stage 1 - - - - - - 487 487 - 675 675 -
Stage 2 - - - - - - 341 677 - 243 490 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 915 - - 1071 - - 263 193 753 227 193 656 Stage 1 - - - - - - 531 549 - 410 451 -
Stage 2 - - - - - - 647 450 - 739 547 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 912 - - 1068 - - 256 191 750 223 191 652 Mov Cap-2 Maneuver - - - - - - 256 191 - 223 191 -
Stage 1 - - - - - - 528 546 - 408 448 -
Stage 2 - - - - - - 633 447 - 731 544 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 17.6 13.4

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 302 912 - - 1068 - - 440
HCM Lane V/C Ratio 0.054 0.001 - - 0.003 - - 0.03
HCM Control Delay (s/veh) 17.6 9 0 - 8.4 0 - 13.4
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q (veh) 0.2 0 - - 0 - - 0.1

ATTACHMENT B
1563
HCM 6th TWSC Background Build Conditions_Mitigated
24: Rendon Avenue & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 419 12 8 595 9 11 3 3 13 1 18
Future Vol, veh/h 11 419 12 8 595 9 11 3 3 13 1 18
Conflicting Peds, #/hr 5 0 1 1 0 5 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 455 13 9 647 10 12 3 3 14 1 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 662 0 0 469 0 0 829 1167 235 928 1168 334 Stage 1 - - - - - - 487 487 - 675 675 -
Stage 2 - - - - - - 342 680 - 253 493 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 922 - - 1089 - - 263 192 767 223 192 662 Stage 1 - - - - - - 531 549 - 410 451 -
Stage 2 - - - - - - 646 449 - 729 545 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 918 - - 1088 - - 248 185 766 213 185 659 Mov Cap-2 Maneuver - - - - - - 248 185 - 213 185 -
Stage 1 - - - - - - 521 539 - 401 443 -
Stage 2 - - - - - - 617 441 - 709 535 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.3 0.2 19.7 16.8

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 264 918 - - 1088 - - 341
HCM Lane V/C Ratio 0.07 0.013 - - 0.008 - - 0.102
HCM Control Delay (s/veh) 19.7 9 0.1 - 8.3 0.1 - 16.8
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q (veh) 0.2 0 - - 0 - - 0.3

ATTACHMENT B
1564
HCM 6th Signalized Intersection Summary Background Build Conditions_Mitigated 25: Golden Gate Avenue & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 345 92 87 514 5 74 17 44 12 32 7 Future Volume (veh/h) 3 345 92 87 514 5 74 17 44 12 32 7 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 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 363 97 92 541 5 78 18 46 13 34 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 6 623 166 118 927 9 236 41 69 140 180 32
Arrive On Green 0.00 0.44 0.44 0.07 0.50 0.50 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 1781 1422 380 1781 1850 17 747 293 498 239 1302 229 Grp Volume(v), veh/h 3 0 460 92 0 546 142 0 0 54 0 0
Grp Sat Flow(s),veh/h/ln 1781 0 1801 1781 0 1867 1538 0 0 1770 0 0 Q Serve(g_s), s 0.1 0.0 8.1 2.1 0.0 8.7 2.5 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 0.0 8.1 2.1 0.0 8.7 3.6 0.0 0.0 1.1 0.0 0.0 Prop In Lane 1.00 0.21 1.00 0.01 0.55 0.32 0.24 0.13
Lane Grp Cap(c), veh/h 6 0 789 118 0 935 346 0 0 352 0 0 V/C Ratio(X) 0.51 0.00 0.58 0.78 0.00 0.58 0.41 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a), veh/h 848 0 2059 848 0 2134 1550 0 0 1313 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 20.9 0.0 8.9 19.3 0.0 7.4 17.1 0.0 0.0 16.1 0.0 0.0 Incr Delay (d2), s/veh 23.6 0.0 2.5 4.2 0.0 2.1 0.3 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 2.7 0.9 0.0 2.6 1.2 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.5 0.0 11.4 23.5 0.0 9.5 17.3 0.0 0.0 16.1 0.0 0.0 LnGrp LOS D B C A B B
Approach Vol, veh/h 463 638 142 54
Approach Delay, s/veh 11.6 11.5 17.3 16.1
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.8 23.4 10.8 5.1 26.0 10.8
Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 20.0 48.0 40.0 20.0 48.0 30.0 Max Q Clear Time (g_c+I1), s 4.1 10.1 5.6 2.1 10.7 3.1
Green Ext Time (p_c), s 0.1 8.4 0.6 0.0 10.3 0.2
Intersection Summary
HCM 6th Ctrl Delay, s/veh 12.4
HCM 6th LOS B

ATTACHMENT B
1565
HCM 6th Signalized Intersection Summary Background Build Conditions_Mitigated 43: S Wilson Way & Market Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 148 50 0 0 0 0 686 63 118 623 0 Future Volume (veh/h) 15 148 50 0 0 0 0 686 63 118 623 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 16 157 53 0 730 67 126 663 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 25 246 86 0 2124 195 157 2804 0
Arrive On Green 0.03 0.03 0.03 0.00 0.65 0.65 0.12 1.00 0.00 Sat Flow, veh/h 247 2463 857 0 3384 302 1781 3647 0
Grp Volume(v), veh/h 120 0 106 0 394 403 126 663 0
Grp Sat Flow(s),veh/h/ln 1858 0 1710 0 1777 1815 1781 1777 0 Q Serve(g_s), s 5.8 0.0 5.5 0.0 9.1 9.1 6.2 0.0 0.0
Cycle Q Clear(g_c), s 5.8 0.0 5.5 0.0 9.1 9.1 6.2 0.0 0.0 Prop In Lane 0.13 0.50 0.00 0.17 1.00 0.00
Lane Grp Cap(c), veh/h 186 0 171 0 1147 1172 157 2804 0 V/C Ratio(X) 0.65 0.00 0.62 0.00 0.34 0.34 0.80 0.24 0.00 Avail Cap(c_a), veh/h 723 0 665 0 1147 1172 257 2804 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.33 1.33 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.97 0.97 0.00 Uniform Delay (d), s/veh 42.0 0.0 41.8 0.0 7.3 7.3 39.0 0.0 0.0 Incr Delay (d2), s/veh 1.4 0.0 1.4 0.0 0.8 0.8 3.5 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 0.0 2.5 0.0 3.4 3.5 2.8 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 43.4 0.0 43.2 0.0 8.1 8.1 42.5 0.2 0.0 LnGrp LOS D D A A D A
Approach Vol, veh/h 226 797 789
Approach Delay, s/veh 43.3 8.1 7.0
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 12.9 63.1 76.0 14.0
Change Period (Y+Rc), s 5.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 13.0 27.0 45.0 35.0
Max Q Clear Time (g_c+I1), s 8.2 11.1 2.0 7.8
Green Ext Time (p_c), s 0.1 9.3 13.8 0.9
Intersection Summary
HCM 6th Ctrl Delay, s/veh 12.0
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

ATTACHMENT B
1566
HCM 6th TWSC Background Build Conditions_Mitigated
44: S Eugenia Street & Market Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 312 16 0 0 0 37
Future Vol, veh/h 312 16 0 0 0 37
Conflicting Peds, #/hr 0 2 0 0 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 339 17 0 0 0 40
Major/Minor Major1 Minor1
Conflicting Flow All 0 0 - 181
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 6.94
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.32
Pot Cap-1 Maneuver - - 0 831
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 829
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach EB NB
HCM Control Delay, s/v 0 9.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR
Capacity (veh/h) 829 - -
HCM Lane V/C Ratio 0.049 - -
HCM Control Delay (s/veh) 9.6 - -
HCM Lane LOS A - -
HCM 95th %tile Q (veh) 0.2 - -

ATTACHMENT B
1567
HCM Signalized Intersection Capacity Analysis Background Build Conditions_Mitigated 5: S American Street/N American Street & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 22 88 19 3 24 0 0 12 15
Future Volume (vph) 0 0 0 22 88 19 3 24 0 0 12 15
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 0.99 1.00 1.00 0.97
Flpb, ped/bikes 0.99 0.99 1.00 1.00
Frt 0.98 1.00 1.00 0.85
Flt Protected 0.99 0.99 1.00 1.00
Satd. Flow (prot) 1787 1850 1863 1547
Flt Permitted 0.99 0.98 1.00 1.00
Satd. Flow (perm) 1787 1829 1863 1547
Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 0 0 0 26 104 22 4 28 0 0 14 18
RTOR Reduction (vph) 000000000000
Lane Group Flow (vph) 0 0 0 0 152 0 0 32 0 0 14 18
Confl. Peds. (#/hr) 15 5 2 2
Turn Type Perm NA Perm NA NA Perm
Protected Phases 2 4 4
Permitted Phases 2 4 4
Actuated Green, G (s) 11.0 23.0 23.0 23.0
Effective Green, g (s) 11.0 23.0 23.0 23.0
Actuated g/C Ratio 0.16 0.33 0.33 0.33
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 280 600 612 508
v/s Ratio Prot 0.01
v/s Ratio Perm 0.09 c0.02 0.01
v/c Ratio 0.54 0.05 0.02 0.03
Uniform Delay, d1 27.1 16.0 15.8 15.9
Progression Factor 0.86 0.99 1.00 1.00
Incremental Delay, d2 7.3 0.1 0.0 0.1
Delay (s) 30.8 16.0 15.9 16.0
Level of Service C B B B
Approach Delay (s/veh) 0.0 30.8 16.0 16.0
Approach LOS A C B B
Intersection Summary
HCM 2000 Control Delay (s/veh) 26.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.13
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 26.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
1568
HCM 6th TWSC Background Build Conditions_Mitigated
22: Shasta Avenue & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 720 15 5 556 10 5 0 12 3 1 5
Future Vol, veh/h 8 720 15 5 556 10 5 0 12 3 1 5
Conflicting Peds, #/hr 3 0 4 4 0 3 1 0 0 0 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 9 783 16 5 604 11 5 0 13 3 1 5
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 618 0 0 803 0 0 1437 1441 795 1433 1438 608 Stage 1 - - - - - - 813 813 - 617 617 -
Stage 2 - - - - - - 624 628 - 816 821 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 962 - - 821 - - 111 133 388 112 133 496 Stage 1 - - - - - - 372 392 - 477 481 -
Stage 2 - - - - - - 473 476 - 371 389 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 959 - - 818 - - 106 129 387 106 129 494 Mov Cap-2 Maneuver - - - - - - 106 129 - 106 129 -
Stage 1 - - - - - - 364 384 - 467 475 -
Stage 2 - - - - - - 462 470 - 352 381 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.1 0.1 23.1 24.4

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 217 959 - - 818 - - 195
HCM Lane V/C Ratio 0.085 0.009 - - 0.007 - - 0.05
HCM Control Delay (s/veh) 23.1 8.8 0 - 9.4 0 - 24.4
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q (veh) 0.3 0 - - 0 - - 0.2

ATTACHMENT B
1569
HCM 6th TWSC Background Build Conditions_Mitigated
23: David Avenue & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 715 10 4 556 8 11 1 1 2 1 5
Future Vol, veh/h 8 715 10 4 556 8 11 1 1 2 1 5
Conflicting Peds, #/hr 1 0 4 4 0 1 0 0 2 2 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 9 777 11 4 604 9 12 1 1 2 1 5
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 614 0 0 792 0 0 1116 1427 400 1027 1428 308 Stage 1 - - - - - - 805 805 - 618 618 -
Stage 2 - - - - - - 311 622 - 409 810 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 961 - - 824 - - 162 134 600 189 134 688 Stage 1 - - - - - - 342 393 - 443 479 -
Stage 2 - - - - - - 674 477 - 590 391 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 960 - - 821 - - 156 130 597 184 130 687 Mov Cap-2 Maneuver - - - - - - 156 130 - 184 130 -
Stage 1 - - - - - - 335 385 - 435 475 -
Stage 2 - - - - - - 662 473 - 576 383 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.2 0.1 29.2 16.9

HCM LOS D C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 163 960 - - 821 - - 310
HCM Lane V/C Ratio 0.087 0.009 - - 0.005 - - 0.028
HCM Control Delay (s/veh) 29.2 8.8 0.1 - 9.4 0 - 16.9
HCM Lane LOS D A A - A A - C
HCM 95th %tile Q (veh) 0.3 0 - - 0 - - 0.1

ATTACHMENT B
1570
HCM 6th TWSC Background Build Conditions_Mitigated
24: Rendon Avenue & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 679 34 18 533 12 16 4 11 6 3 12
Future Vol, veh/h 10 679 34 18 533 12 16 4 11 6 3 12
Conflicting Peds, #/hr 4 0 7 7 0 4 0 0 3 3 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 11 730 37 19 573 13 17 4 12 6 3 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 590 0 0 774 0 0 1104 1406 394 1014 1418 297 Stage 1 - - - - - - 778 778 - 622 622 -
Stage 2 - - - - - - 326 628 - 392 796 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 982 - - 837 - - 166 138 605 193 136 699 Stage 1 - - - - - - 355 405 - 441 477 -
Stage 2 - - - - - - 661 474 - 604 397 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 978 - - 831 - - 152 129 599 176 127 696 Mov Cap-2 Maneuver - - - - - - 152 129 - 176 127 -
Stage 1 - - - - - - 345 394 - 430 459 -
Stage 2 - - - - - - 622 456 - 572 386 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.2 0.5 26.6 19

HCM LOS D C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 200 978 - - 831 - - 280
HCM Lane V/C Ratio 0.167 0.011 - - 0.023 - - 0.081
HCM Control Delay (s/veh) 26.6 8.7 0.1 - 9.4 0.2 - 19
HCM Lane LOS D A A - A A - C
HCM 95th %tile Q (veh) 0.6 0 - - 0.1 - - 0.3

ATTACHMENT B
1571
HCM 6th Signalized Intersection Summary Background Build Conditions_Mitigated 25: Golden Gate Avenue & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 8 510 190 62 414 9 128 23 81 13 30 8 Future Volume (veh/h) 8 510 190 62 414 9 128 23 81 13 30 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 0.99 0.99 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 543 202 66 440 10 136 24 86 14 32 9 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 16 686 255 85 1040 24 239 45 111 122 246 60
Arrive On Green 0.01 0.53 0.53 0.05 0.57 0.57 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1781 1290 480 1781 1821 41 764 212 525 281 1167 283 Grp Volume(v), veh/h 9 0 745 66 0 450 246 0 0 55 0 0
Grp Sat Flow(s),veh/h/ln 1781 0 1770 1781 0 1863 1501 0 0 1731 0 0 Q Serve(g_s), s 0.4 0.0 24.4 2.6 0.0 9.8 9.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.4 0.0 24.4 2.6 0.0 9.8 11.0 0.0 0.0 1.8 0.0 0.0 Prop In Lane 1.00 0.27 1.00 0.02 0.55 0.35 0.25 0.16
Lane Grp Cap(c), veh/h 16 0 942 85 0 1063 394 0 0 428 0 0 V/C Ratio(X) 0.55 0.00 0.79 0.78 0.00 0.42 0.62 0.00 0.00 0.13 0.00 0.00 Avail Cap(c_a), veh/h 497 0 1186 497 0 1248 903 0 0 766 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 35.4 0.0 13.5 33.7 0.0 8.7 26.5 0.0 0.0 23.0 0.0 0.0 Incr Delay (d2), s/veh 10.4 0.0 5.7 5.6 0.0 1.0 0.6 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 9.5 1.2 0.0 3.5 3.9 0.0 0.0 0.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.7 0.0 19.3 39.3 0.0 9.7 27.1 0.0 0.0 23.1 0.0 0.0 LnGrp LOS D B D A C C
Approach Vol, veh/h 754 516 246 55
Approach Delay, s/veh 19.6 13.5 27.1 23.1
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.4 43.1 20.1 5.7 45.9 20.1
Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 20.0 48.0 40.0 20.0 48.0 30.0 Max Q Clear Time (g_c+I1), s 4.6 26.4 13.0 2.4 11.8 3.8 Green Ext Time (p_c), s 0.1 11.8 1.1 0.0 7.9 0.2
Intersection Summary
HCM 6th Ctrl Delay, s/veh 18.9
HCM 6th LOS B

ATTACHMENT B
1572
HCM 6th Signalized Intersection Summary Background Build Conditions_Mitigated 43: S Wilson Way & Market Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 262 75 0 0 0 0 850 112 188 814 0 Future Volume (veh/h) 38 262 75 0 0 0 0 850 112 188 814 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 40 276 79 0 895 118 198 857 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 59 415 124 0 1697 224 229 2565 0
Arrive On Green 0.06 0.06 0.06 0.00 0.54 0.54 0.26 1.00 0.00 Sat Flow, veh/h 350 2480 740 0 3249 416 1781 3647 0
Grp Volume(v), veh/h 212 0 183 0 504 509 198 857 0
Grp Sat Flow(s),veh/h/ln 1853 0 1718 0 1777 1795 1781 1777 0 Q Serve(g_s), s 10.1 0.0 9.4 0.0 16.5 16.5 9.6 0.0 0.0
Cycle Q Clear(g_c), s 10.1 0.0 9.4 0.0 16.5 16.5 9.6 0.0 0.0 Prop In Lane 0.19 0.43 0.00 0.23 1.00 0.00
Lane Grp Cap(c), veh/h 310 0 287 0 955 965 229 2565 0
V/C Ratio(X) 0.68 0.00 0.64 0.00 0.53 0.53 0.86 0.33 0.00 Avail Cap(c_a), veh/h 721 0 668 0 955 965 297 2565 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.92 0.92 0.00 Uniform Delay (d), s/veh 40.2 0.0 39.9 0.0 13.4 13.4 32.7 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.9 0.0 2.1 2.1 14.5 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 0.0 4.4 0.0 6.8 6.9 4.5 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.2 0.0 40.7 0.0 15.5 15.5 47.1 0.3 0.0 LnGrp LOS D D B B D A
Approach Vol, veh/h 395 1013 1055
Approach Delay, s/veh 41.0 15.5 9.1
Approach LOS D B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 16.6 53.4 70.0 20.0
Change Period (Y+Rc), s 5.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 15.0 25.0 45.0 35.0
Max Q Clear Time (g_c+I1), s 11.6 18.5 2.0 12.1
Green Ext Time (p_c), s 0.1 5.2 19.0 1.6
Intersection Summary
HCM 6th Ctrl Delay, s/veh 16.8
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

ATTACHMENT B
1573
HCM 6th TWSC Background Build Conditions_Mitigated
44: S Eugenia Street & Market Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 574 12 0 0 0 42
Future Vol, veh/h 574 12 0 0 0 42
Conflicting Peds, #/hr 0 6 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 624 13 0 0 0 46
Major/Minor Major1 Minor1
Conflicting Flow All 0 0 - 325
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 6.94
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.32
Pot Cap-1 Maneuver - - 0 671
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 667
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach EB NB
HCM Control Delay, s/v 0 10.8

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR
Capacity (veh/h) 667 - -
HCM Lane V/C Ratio 0.068 - -
HCM Control Delay (s/veh) 10.8 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 0.2 - -

ATTACHMENT B
1574
Queues Background Build Conditions_Mitigated
5: S American Street/N American Street & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Lane Group WBT NBT SBT SBR
Lane Group Flow (vph) 366 58 53 34
v/c Ratio 0.57 0.33 0.25 0.20
Control Delay (s/veh) 21.5 50.4 31.5 31.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 21.5 50.4 31.5 31.4
Queue Length 50th (ft) 141 24 21 14
Queue Length 95th (ft) 137 38 33 25
Internal Link Dist (ft) 303 260 330
Turn Bay Length (ft)
Base Capacity (vph) 634 172 212 168
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.58 0.34 0.25 0.20
Intersection Summary

ATTACHMENT B
1575
Queues Background Build Conditions_Mitigated
25: Golden Gate Avenue & Main Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Lane Group EBL EBT WBL WBT NBT SBT
Lane Group Flow (vph) 3 460 92 546 142 54
v/c Ratio 0.01 0.60 0.35 0.50 0.46 0.15
Control Delay (s/veh) 36.6 19.8 32.9 11.0 26.1 21.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 36.6 19.8 32.9 11.0 26.1 21.8
Queue Length 50th (ft) 1 117 28 77 36 14
Queue Length 95th (ft) 11 324 101 331 112 51
Internal Link Dist (ft) 249 250 364 346
Turn Bay Length (ft) 95
Base Capacity (vph) 685 1463 685 1520 1013 1190
Starvation Cap Reductn 0 0 0 17 0 0
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.00 0.31 0.13 0.36 0.14 0.05
Intersection Summary

ATTACHMENT B
1576
Queues Background Build Conditions_Mitigated
43: S Wilson Way & Market Street Timing Plan: AM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Lane Group EBT NBT SBL SBT
Lane Group Flow (vph) 226 797 126 663
v/c Ratio 0.48 0.39 0.60 0.24
Control Delay (s/veh) 42.9 12.6 46.6 2.5
Queue Delay 0.0 0.0 0.0 0.1
Total Delay (s/veh) 42.9 12.6 46.6 2.6
Queue Length 50th (ft) 68 112 63 30
Queue Length 95th (ft) 95 233 m80 42
Internal Link Dist (ft) 296 296 271
Turn Bay Length (ft) 90
Base Capacity (vph) 1318 2019 264 2661
Starvation Cap Reductn 0 0 0 947
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.17 0.39 0.48 0.39
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

ATTACHMENT B
1577
Queues Background Build Conditions_Mitigated
5: S American Street/N American Street & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Lane Group WBT NBT SBT SBR
Lane Group Flow (vph) 152 32 14 18
v/c Ratio 0.54 0.05 0.02 0.03
Control Delay (s/veh) 31.4 16.3 16.1 16.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 31.4 16.3 16.1 16.3
Queue Length 50th (ft) 61545
Queue Length 95th (ft) 110 18 14 17
Internal Link Dist (ft) 303 260 330
Turn Bay Length (ft)
Base Capacity (vph) 280 600 612 508
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.54 0.05 0.02 0.04
Intersection Summary

ATTACHMENT B
1578
Queues Background Build Conditions_Mitigated
25: Golden Gate Avenue & Main Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Lane Group EBL EBT WBL WBT NBT SBT
Lane Group Flow (vph) 9 745 66 450 246 55
v/c Ratio 0.08 0.75 0.42 0.37 0.78 0.15
Control Delay (s/veh) 45.8 24.6 49.0 10.0 48.1 26.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 45.8 24.6 49.0 10.0 48.1 26.4
Queue Length 50th (ft) 5 315 36 92 120 22
Queue Length 95th (ft) 22 #686 84 263 212 54
Internal Link Dist (ft) 249 250 364 346
Turn Bay Length (ft) 95
Base Capacity (vph) 411 986 411 1213 672 770
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.02 0.76 0.16 0.37 0.37 0.07
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

ATTACHMENT B
1579
Queues Background Build Conditions_Mitigated
43: S Wilson Way & Market Street Timing Plan: PM Peak Hour Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 01/21/2025
Lane Group EBT NBT SBL SBT
Lane Group Flow (vph) 395 1013 198 857
v/c Ratio 0.51 0.65 0.69 0.36
Control Delay (s/veh) 38.8 23.5 42.0 4.4
Queue Delay 0.0 0.0 0.0 0.1
Total Delay (s/veh) 38.8 23.5 42.0 4.6
Queue Length 50th (ft) 113 238 85 42
Queue Length 95th (ft) 159 346 111 51
Internal Link Dist (ft) 296 296 271
Turn Bay Length (ft) 90
Base Capacity (vph) 1321 1553 321 2338
Starvation Cap Reductn 0 0 0 519
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.30 0.65 0.62 0.47
Intersection Summary

ATTACHMENT B
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APPENDIX D – WARRANT GUIDELINE AND ANALYSIS

ATTACHMENT B
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Existing Build Conditions - AM Existing Build Conditions - PM Background Build Conditions - AM
Background Build Conditions - PM
0 100200300400500600700
0 500 1000 1500 2000 2500
Minor Street - Higher Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
Figure 4C-3. Warrant 3, Peak Hour Vehicular Volume
(Communities more than 10,000 Population or Below 40-mph on Major Street) 2 Major & 1 Minor 2 Major & 2 Minor 1 Major & 2 Minor 1 Major & 1 Minor *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Main Street and David Avenue

ATTACHMENT
B
1582
Background Build Conditions - AM
Background Build Conditions - PM
0 100200300400500600700
0 500 1000 1500 2000 2500
Minor Street - Higher Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
Figure 4C-3. Warrant 3, Peak Hour Vehicular Volume
(Communities more than 10,000 Population or Below 40-mph on Major Street) 2 Major & 1 Minor 2 Major & 2 Minor 1 Major & 2 Minor 1 Major & 1 Minor *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Main Street and Rendon Avenue

ATTACHMENT
B
1583

I
California MUTCD 2014 Edition Page 968
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) CHAPTER 4F. PEDESTRIAN HYBRID BEACONS
Section 4F.01 Application of Pedestrian Hybrid Beacons
Support:
01 A pedestrian hybrid beacon is a special type of hybrid beacon used to warn and control traffic at an unsignalized location to assist pedestrians in crossing a street or highway at a marked crosswalk. 01a A conventional traffic control signal operation with a standard signal face displaying green, yellow and red (steady and/or flashing red) indications, at a mid-block crosswalk is an alternative to the pedestrian hybrid beacon.

Option:
02 A pedestrian hybrid beacon may be considered for installation to facilitate pedestrian crossings at a location that does not meet traffic signal warrants (see Chapter 4C), or at a location that meets traffic signal warrants under Sections 4C.05 and/or 4C.06 but a decision is made to not install a traffic control signal.

Standard:
03 If used, pedestrian hybrid beacons shall be used in conjunction with signs and pavement markings to warn and control traffic at locations where pedestrians enter or cross a street or highway. A pedestrian hybrid beacon shall only be installed at a marked crosswalk.

Guidance:
04 If one of the signal warrants of Chapter 4C is met and a traffic control signal is justified by an engineering study, and if a decision is made to install a traffic control signal, it should be installed based upon the provisions of Chapters 4D and 4E.
05 If a traffic control signal is not justified under the signal warrants of Chapter 4C and if gaps in traffic are not adequate to permit pedestrians to cross, or if the speed for vehicles approaching on the major street is too high to permit pedestrians to cross, or if pedestrian delay is excessive, the need for a pedestrian hybrid beacon should be considered on the basis of an engineering study that considers major-street volumes, speeds, widths, and gaps in conjunction with pedestrian volumes, walking speeds, and delay. 06 For a major street where the posted or statutory speed limit or the 85th-percentile speed is 35 mph or less, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4F-1 for the length of the crosswalk. 07 For a major street where the posted or statutory speed limit or the 85th-percentile speed exceeds 35 mph, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4F-2 for the length of the crosswalk. 08 For crosswalks that have lengths other than the four that are specifically shown in Figures 4F-1 and 4F-2, the values should be interpolated between the curves.

Section 4F.02 Design of Pedestrian Hybrid Beacons
Standard:
01 Except as otherwise provided in this Section, a pedestrian hybrid beacon shall meet the provisions of Chapters 4D and 4E.
02 A pedestrian hybrid beacon face shall consist of three signal sections, with a CIRCULAR YELLOW signal indication centered below two horizontally aligned CIRCULAR RED signal indications (see Figure 4F-3).
03 When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:

A. At least two pedestrian hybrid beacon faces shall be installed for each approach of the major street, B. A stop line shall be installed for each approach to the crosswalk, C. A pedestrian signal head conforming to the provisions set forth in Chapter 4E shall be installed at each end of the marked crosswalk, and
D. The pedestrian hybrid beacon shall be pedestrian actuated.

Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

ATTACHMENT B
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I I
November 7, 2014
California MUTCD 2014 Edition Page 969
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Guidance:
04 When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:

A. The pedestrian hybrid beacon should be installed at an intersection, or at the junction of a roadway with a driveway, or at least 100 feet from side streets or driveways that are controlled by STOP or YIELD signs, B. Parking and other sight obstructions should be prohibited for at least 100 feet in advance of and at least 20 feet beyond the marked crosswalk, or site accommodations should be made through curb extensions or other techniques to provide adequate sight distance,
C. The installation should include suitable standard signs and pavement markings, and D. If installed within a signal system, the pedestrian hybrid beacon should be coordinated. 05 On approaches having posted or statutory speed limits or 85th-percentile speeds in excess of 35 mph and on approaches having traffic or operating conditions that would tend to obscure visibility of roadside hybrid beacon face locations, both of the minimum of two pedestrian hybrid beacon faces should be installed over the roadway. 06 On multi-lane approaches having a posted or statutory speed limits or 85th-percentile speeds of 35 mph or less, either a pedestrian hybrid beacon face should be installed on each side of the approach (if a median of sufficient width exists) or at least one of the pedestrian hybrid beacon faces should be installed over the roadway. 07 A pedestrian hybrid beacon should comply with the signal face location provisions described in Sections 4D.11 through 4D.16.

Standard:
08 A CROSSWALK STOP ON RED (symbolic circular red) (R10-23) sign (see Section 2B.53) shall be mounted adjacent to a pedestrian hybrid beacon face on each major street approach. If an overhead pedestrian hybrid beacon face is provided, the sign shall be mounted adjacent to the overhead signal face.

Option:
09 A Pedestrian (W11-2) warning sign (see Section 2C.50) with an AHEAD (W16-9P) supplemental plaque may be placed in advance of a pedestrian hybrid beacon. A warning beacon may be installed to supplement the W11-2 sign.

Guidance:
10 If a warning beacon supplements a W11-2 sign in advance of a pedestrian hybrid beacon, it should be programmed to flash only when the pedestrian hybrid beacon is not in the dark mode.

Standard:
11 If a warning beacon is installed to supplement the W11-2 sign, the design and location of the warning beacon shall comply with the provisions of Sections 4L.01 and 4L.03.

Section 4F.03 Operation of Pedestrian Hybrid Beacons
Standard:
01 Pedestrian hybrid beacon indications shall be dark (not illuminated) during periods between actuations.
02 Upon actuation by a pedestrian, a pedestrian hybrid beacon face shall display a flashing CIRCULAR yellow signal indication, followed by a steady CIRCULAR yellow signal indication, followed by both steady CIRCULAR RED signal indications during the pedestrian walk interval, followed by alternating flashing CIRCULAR RED signal indications during the pedestrian clearance change interval (see Figure 4F-3).

Upon termination of the pedestrian clearance interval, the pedestrian hybrid beacon faces shall revert to a dark (not illuminated) condition.
03 Except as provided in Paragraph 4, the pedestrian signal heads shall continue to display a steady UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are either dark or displaying flashing or steady CIRCULAR yellow signal indications. The pedestrian signal heads shall display a WALKING PERSON (symbolizing WALK) signal indication when the pedestrian hybrid beacon faces are displaying steady CIRCULAR RED signal indications. The pedestrian signal heads shall display a flashing UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are displaying alternating flashing CIRCULAR RED signal indications. Upon termination of the pedestrian clearance interval, the pedestrian signal heads shall revert to a steady UPRAISED HAND (symbolizing DONT WALK) signal indication.

Chapter 4F – Pedestrian Hybrid Beacons Revised April 7, 2017 Part 4 – Highway Traffic Signals

ATTACHMENT B
1585

California MUTCD 2014 Edition Page 970
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Option:
04 Where the pedestrian hybrid beacon is installed adjacent to a roundabout to facilitate crossings by pedestrians with visual disabilities and an engineering study determines that pedestrians without visual disabilities can be allowed to cross the roadway without actuating the pedestrian hybrid beacon, the pedestrian signal heads may be dark (not illuminated) when the pedestrian hybrid beacon faces are dark.

Guidance:
05 The duration of the flashing yellow interval should be determined by engineering judgment.

Standard:
06 The duration of the steady yellow change interval shall be determined using engineering practices.

Guidance:
07 The steady yellow interval should have a minimum duration of 3 seconds and a maximum duration of 6 seconds (see Section 4D.26). The longer intervals should be reserved for use on approaches with higher speeds.

Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

ATTACHMENT B
1586

Figure 4F-1. Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways
Speeds of 35 mph or less
500 ~~ -~ -- -- -~
L = cro swalk le gth
TOTAL OF ALL 300 1----tt--\----+-,--+-,---+---+-----+-------<-----,

PEDESTRIANS CROSSING

THE MAJOR STREET - PEDESTRIANS
PER HOUR (PPH) 200 ,---+1-- ,--+--,,-t--~,+---+---t----+----1 0 250 500 750 1000 1250 1500 1750 2000

MAJOR STREET - TOTAL OF BOTH APPROACHES -

VEHICLES PER HOUR (VPH)
* Note: 20 pph applies as the lower threshold volume
Figure 4F-2. Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways
500
400
TOTAL OF ALL 300

PEDESTRIANS CROSSING

THE MAJOR STREET - PEDESTRIANS
PER HOUR (PPH) 200
100
I \
\ \
\ \ ~~ \ )' ...l .> ...,
~ ~
~\
Speeds of more than 35 mph
L = Cl osswalk length
I,,
\< ,,
~-1, '\'. ,,>~~
~~ ~ I'
20*
0 250 500 750 1000 1250 1500 1750 2000

MAJOR STREET - TOTAL OF BOTH APPROACHES -

VEHICLES PER HOUR (VPH)
* Note: 20 pph applies as the lower threshold volume
California MUTCD 2014 Edition Page 971
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

ATTACHMENT B
1587

Figure 4F-3. Sequence for a Pedestrian Hybrid Beacon

1. Dark Until Activated
FR

2. Flashing Yellow
Upon Activation
R R

5. Alternating Flashing Red During
Pedestrian Clearance Interval
FR
R

3. Steady Yellow
R
SR SR

4. Steady Red During
Pedestrian Walk Interval
R Legend

6. Dark Again Until Activated
SY Steady yellow
FY Flashing yellow
SR Steady red
FR Flashing red
California MUTCD 2014 Edition Page 972
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

ATTACHMENT B
1588
Pedestrian Hybrid Beacon Analysis
Main Street/D Street
East Leg
North Leg

ATTACHMENT B
1589

California MUTCD 2014 Edition Page 998
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) CHAPTER 4N. IN-ROADWAY LIGHTS
Section 4N.01 Application of In-Roadway Lights
Support:
01 In-Roadway Lights are special types of highway traffic signals installed in the roadway surface to warn road users that they are approaching a condition on or adjacent to the roadway that might not be readily apparent and might require the road users to slow down and/or come to a stop. This includes situations warning of marked school crosswalks, marked midblock crosswalks, marked crosswalks on uncontrolled approaches, marked crosswalks in advance of roundabouts as described in Chapter 3C, and other roadway situations involving pedestrian crossings.

Standard:
02 In-Roadway Lights shall not be used for any application that is not described in this Chapter. 03 If used, In-Roadway Lights shall not exceed a height of 3/4 inch above the roadway surface. 04 When used, In-Roadway Lights shall be flashed and shall not be steadily illuminated.

Support:
05 Steadily illuminated lights installed in the roadway surface are considered to be internally illuminated raised pavement markers (see Section 3B.11).

Option:
06 In-Roadway Lights may be flashed in a manner that includes a continuous flash of varying intensity and time duration that is repeated to provide a flickering effect (see Section 4N.02).

Section 4N.02 In-Roadway Warning Lights at Crosswalks
Option:
01 In-roadway lights may be installed at certain marked crosswalks, based on an engineering study or engineering judgment, to provide additional warning to road users.

Standard:
02 If used, In-Roadway Warning Lights at crosswalks shall be installed only at marked crosswalks with applicable warning signs. They shall not be used at crosswalks controlled by YIELD signs, STOP signs, or traffic control signals.
03 If In-Roadway Warning Lights are used at a crosswalk, the following requirements shall apply:

A. Except as provided in Paragraphs 7 and 8, they shall be installed along both sides of the crosswalk and shall span its entire length.

B. They shall initiate operation based on pedestrian actuation and shall cease operation at a predetermined time after the pedestrian actuation or, with passive detection, after the pedestrian clears the crosswalk.

C. They shall display a flashing yellow light when actuated. The flash rate shall be at least 50, but no more than 60, flash periods per minute. If they are flashed in a manner that includes a continuous flash of varying intensity and time duration that is repeated to provide a flickering effect, the flickers or pulses shall not repeat at a rate that is between 5 and 30 per second to avoid frequencies that might cause seizures.

D. They shall be installed in the area between the outside edge of the crosswalk line and 10 feet from the outside edge of the crosswalk.

E. They shall face away from the crosswalk if unidirectional, or shall face away from and across the crosswalk if bidirectional.
04 If used on one-lane, one-way roadways, a minimum of two In-Roadway Warning Lights shall be installed on the approach side of the crosswalk. If used on two-lane roadways, a minimum of three InRoadway Warning Lights shall be installed along both sides of the crosswalk. If used on roadways with more than two lanes, a minimum of one In-Roadway Warning Light per lane shall be installed along both sides of the crosswalk.

Chapter 4N – In-Roadway Lights November 7, 2014
Part 4 – Highway Traffic Signals

ATTACHMENT B
1590

I - I
November 7, 2014
California MUTCD 2014 Edition Page 999
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Guidance:
05 If used, In-Roadway Warning Lights should be installed in the center of each travel lane, at the center line of the roadway, at each edge of the roadway or parking lanes, or at other suitable locations away from the normal tire track paths.
06 The location of the In-Roadway Warning Lights within the lanes should be based on engineering judgment.

Option:
07 On one-way streets, In-Roadway Warning Lights may be omitted on the departure side of the crosswalk. 08 Based on engineering judgment, the In-Roadway Warning Lights on the departure side of the crosswalk on the left side of a median may be omitted.
09 Unidirectional In-Roadway Warning Lights installed at crosswalk locations may have an optional, additional yellow light indication in each unit that is visible to pedestrians in the crosswalk to indicate to pedestrians in the crosswalk that the In-Roadway Warning Lights are in fact flashing as they cross the street. These yellow lights may flash with and at the same flash rate as the light module in which each is installed.

Guidance:
10 If used, the period of operation of the In-Roadway Warning Lights following each actuation should be sufficient to allow a pedestrian crossing in the crosswalk to leave the curb or shoulder and travel at a walking speed of 3.5 feet per second to at least the far side of the traveled way or to a median of sufficient width for pedestrians to wait. Where pedestrians who walk slower than 3.5 feet per second, or pedestrians who use wheelchairs, routinely use the crosswalk, a walking speed of less than 3.5 feet per second should be considered in determining the period of operation.

Standard:
11 If pedestrian pushbuttons are used to actuate the in-roadway lights, a Push Button To Turn On Warning Lights (with pushbutton symbol) (R10-25) sign (see Figure 2B-26) shall be mounted adjacent to immediately above or integral with each pedestrian pushbutton. 12 Where the period of operation is sufficient only for crossing from a curb or shoulder to a median of sufficient width for pedestrians to wait, median-mounted pedestrian actuators shall be provided. 13 In-Roadway Warning Lights (IRWLs) shall not be placed on or within the crosswalk markings. If the In-Roadway Warning Lights are activated by a push button, the PUSH BUTTON FOR PEDESTRIAN WARNING LIGHTS, CROSS WITH CAUTION (R62E(CA)) sign shall be used.
14 The following shall be considered when evaluating the need for In-Roadway Warning Lights:

A. Whether the crossing is controlled or uncontrolled.

B. An engineering traffic study to determine if In-Roadway Warning Lights are compatible with the safety and operation of nearby intersections, which may or may not be, controlled by traffic signals or STOP/YIELD signs.

C. Standard traffic signs for crossings and crosswalk pavement markings are provided.

D. At least 40 pedestrians regularly use the crossing during each of any two hours (not necessarily consecutive) during a 24-hour period.

E. The vehicular volume through the crossing exceeds 200 vehicles per hour in urban areas or 140 vehicles per hour in rural areas during peak-hour pedestrian usage.

F. The critical approach speed (85th percentile) is 45 mph or less.

G. In-Roadway Warning Lights are visible to drivers at the minimum stopping sight distance for the posted speed limit.

H. Public education on In-Roadway Warning Lights is conducted for new installations.

Option:
15 Overhead or roadside Flashing Yellow Beacons may be installed in conjunction with In-Roadway Warning Lights. InRoadway Warning Lights may be installed independently, but are not necessarily intended to be a substitute for standard flashing beacons. Engineering judgment should be exercised.

Guidance:
16 Typical applications of In-Roadway Warning Lights are shown in Figure 4N-101(CA).

Chapter 4N – In-Roadway Lights Revised December 9, 2015 Part 4 – Highway Traffic Signals

ATTACHMENT B
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California MUTCD 2014 Edition Page 1000
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Section 4N.101(CA) In-Roadway Warning Lights at Crosswalks Financing and Maintenance-State Highways Standard:
01 When In-Roadway Warning Lights are proposed by Caltrans on State highways, Caltrans shall pay the costs of installation and maintenance. When In-Roadway Warning Lights are proposed and installed by a local agency on State highways, the installation of In-Roadway Warning Lights shall be covered by an Encroachment Permit issued by the local Caltrans District Director. The local agency shall be responsible for installation and maintenance of the In-Roadway Warning Lights.

Chapter 4N – In-Roadway Lights November 7, 2014
Part 4 – Highway Traffic Signals

ATTACHMENT B
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APPENDIX E - TRIP ESTIMATES FROM EASTBROOK EASTATES, LINGURIAN VILLAGE, AND LINGURIAN VILLAGE UNIT 2

ATTACHMENT B
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ATTACHMENT B
1594

ATTACHMENT B
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12 Dowling Associates, Inc.

Transportation Engineering Planning Research Education
Trip Generation
Trip generation by the proposed Ligurian Village Unit 2 single family residential development was estimated based on data published in Trip Generation, 7th Edition, by the Institute of Transportation Engineers (ITE) as presented in Table 5. It is projected that the project would generate 580 daily trips, including 47 trips in the AM peak hour and 61 trips in the PM peak hour as shown in Table 5 below.

Table 5 Project Trip Generation Estimates
ITE
Land
Use

Daily
Rate
Daily
Trips
AM Peak Hour PM Peak Hour
Land Use Size Rate Total In Out Rate Total In Out
Single Family
Detached a 210 53 du 10.94 580 0.89 47 12 35 1.15 61 38 23

Notes:
d.u. = dwelling units
a = Trip Generation rate based on fitted curve equations and development size.

Trip Distribution
Trip distribution for the project was based on similar studies conducted in the project area. The trip distribution percentages used herein are depicted graphically in Figure 4. Traffic generated by the project that will be added to the study intersections is displayed in Figure 5 for the AM and PM peak hours.

ATTACHMENT B
1596
N
S
W E
Not to Scale
Figure 4
Ligurian Village Unit 2 Residential Development
Assumed Directional Distribution of Project Trips
Dowling Associates, Inc.
99 26
4 4
D Mael r
e t S . Fr mon t
aCh rter
Project
Site
8%
14%
2%
15%
56%
5%
e W b r Av . e e

ATTACHMENT B
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ATTACHMENT C
The environmental documents, including the Initial Study/Negative Declaration have been posted on the City’s website for the City Council’s review:
https://www.stocktonca.gov/services/public_works/projects___studies/main_street_comp lete_streets.php.
1598
Resolution No.

STOCKTON CITY COUNCIL

RESOLUTION ADOPTING AN INITIAL STUDY/NEGATIVE DECLARATION AND

APPROVING OF A PRECISE ROAD PLAN FOR THE MAIN STREET AND MARKET

STREET COMPLETE STREETS PROJECT LOCATED BETWEEN CENTER STREET AND STATE ROUTE 99 OVERPASS (P25-0033)
The applicant, City of Stockton Public Works Department, has submitted a Precise Road Plan application for the Main Street and Market Street Complete Streets Project (also referred to as the “project”); and
The project area is located on Main Street between Hunter Street and State Route 99 overpass and Market Street between Center Street and Main Street; and The project and its environmental document is funded through a grant from the San Joaquin Council of Governments as part of the Measure K Bicycle, Pedestrian, and Safe Routes to School and Smart Growth Incentive Program. The grant is being managed by the Public Works Department; and
The project improvements consist of reducing the number of vehicle travel lanes from two lanes to one lane, adding Class II buffered bicycle lanes, repairing sidewalks, upgrading traffic signals and streetlights, installing roundabouts at the intersections of Main Street/Market Street and Main Street/Filbert Street, “parklets” (small, landscaped amenity areas), and accessible street crossings with bulb-out round corners and bollards; and The completion of the Main Street and Market Street Complete Streets Project would provide equal priority to pedestrians, motorized vehicles, bicycles, and transit, and the redevelopment of the area has the potential to attract new residents, employees, and visitors to the downtown area; now, therefore,

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF STOCKTON, AS FOLLOWS:

The City Council adopts the Initial Study/Negative Declaration for the project, and approves a Precise Road Plan for the Main Street and Market Street Complete Streets Project as set forth in Exhibit 1, attached hereto, based on the following Findings of Fact and Conditions of Approval:

Findings of Fact

1. The Precise Road Plan must be consistent with the general land uses, objectives policies, and programs of the General Plan and other adopted goals and policies of the City.

The project complies with General Plan Land Use Policy LU-2.5, Transportation Policy TR-1.1, and Transportation Policy TR-3.1, as follows:
1599
Land Use Policy LU-2.5, Promote Downtown Stockton as a primary transit node that provides multi-modal connections throughout the city and region – Approval of the Precise Road Plan will accommodate the proposed Main Street and Market Street complete streets project. The “Complete Streets” approach gives equal priority to pedestrians, motorized vehicles, bicycles, transit to reduce traffic congestion and enhance both the connectivity and the visual appearance of the corridor.

Transportation Policy TR-1.1, Ensure that roadways safely and efficiently accommodate all modes and users, including private, commercial, and transit vehicles, as well as bicycles and pedestrians and vehicles for disabled travelers – Approval of the Precise Road Plan would allow for the implementation of the Main Street and Market Street Complete Streets Project that would give equal priority to pedestrians, motorized vehicles, bicycles, and transit. The project would encourage pedestrian and bicycle travel as viable modes of movement throughout this corridor and provide safe and convenient pedestrian and bicycle facilities within as well as link commercial areas, residential neighborhoods, and employment areas.

Transportation Policy TR-3.1, Avoid widening existing roadways in an effort to preclude inducement of additional vehicle traffic – Approval of the Precise Road Plan would reduce the width of existing streets using bulb-outs, medians, landscaping, and similar methods, while not jeopardizing emergency response.

2. The Precise Road Plan must be in compliance with the provisions of the California Environmental Quality Act (CEQA). The City Council has reviewed and considered the Initial Study/Negative Declaration for the Main Street and Market Street Precise Road Plan Project and finds that the proposed project will not have a significant effect on the environment and, therefore, adopts the Initial Study/Negative Declaration under CEQA.

Conditions of Approval
a. Comply with all applicable Federal, State, County, and City codes, regulations and adopted standards and pay all applicable fees.

PASSED, APPROVED, and ADOPTED April 15, 2025 .

CHRISTINA FUGAZI
Mayor of the City of Stockton
ATTEST:

KATHERINE ROLAND, CMC, CPMC
City Clerk of the City of Stockton
1600
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6"SS
18"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS
18"SS 6"SS
6"SS 6"SS 6"SS 6"SS 8"SS 6"SS
8"SS 8"SS
6"SS 8"SS 6"SS
6"SS
16"SS 16"SS 16"SS 16"SS
16"SS
16"SS
8"SD
10"SD
SD SD
15"SD 15"SD 15"SD 15"SD
SD
SD
SD
15"SD
15"SD
SD
SD
SD
15"SD 8"SD 8"SD 8"SD 8"SD
SD
SD
SD
SD
10"SD 8"SD
10"SD 10"SD
SD
SD
SD
12"SD 8"SD
SD
SD
SD
12"SD 12"SD
15"SD
SD
SD
SD
SD
15"SD 15"SD
SD
SD
SD
SD
18"SD
8"SD
SD SD
SD
18"SD

TELE TELE TELE TELE TELE

TELE TELE

OH OH OH OH

OH OH TELE
TELE
TELE
TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G G
G G
G
G
G
G
G
G
E
E
E
E
E

OH OH OH
OH
OH OH

OH OH OH OH OH
OH

OH OH OH

OH OH OH
OH
OH OH

OH OH OH OH OH

OH OH OH
OH

OH OH OH OH
OH

OH OH OH
OH
OH
OH
OH
OH
OH OH
OH
2" W
E
E
E
E
6"SS
6"SS
6"SS
AURORA
STREET
UNION
STREET

PILGRIM
STREET

AIRPORT
WAY

SIERRA NEVADA
STREET
WILSON
WAY

EUGENIA
STREET
UNION

PACIFIC

RAILROAD
R R
R R

STOP STOP STOP STOP STOP STOP STOP MAIN STREET MAIN STREET MARKET STREET MARKET STREET

MAIN STREET
4" W
14" W
14" W 14" W
8" W
8" W
8" W
8" W 8" W
6" W
6" W 6" W
4" W
8" W6" W
6" W 6" W
8" W 8" W
6" W
8" W
8" W
8" W 6" W 6" W
8" W
6" W 8" W 8" W
6" W
6" W 8" W 8" W
12" W 12" W 12" W
8" W 6" W 12" W 12" W
6" W 12" W 12" W
8" W 12" W
6" W 12" W
6"SS 6"SS 6"SS
6"SS
8"SS
6"SS
8"SS 6"SS
6"SS 16"SS 16"SS 16"SS 16"SS
16"SS 16"SS
6"SS 16"SS
6"SS
6"SS
6"SS
33"SS
33"SS
33"SS
33"SS
6"SS 6"SS 6"SS
6"SS
6"SS 16"SS 16"SS
4"SS
30"SS
6"SS
6"SS
6"SS 16"SS 16"SS
21"SS
15"SS 16"SS
15"SS
15"SS 16"SS 16"SS 16"SS
8"SS 16"SS
10"SS 12"SS 12"SS 12"SS 12"SS 12"SS 12"SS
6"SS 6"SS
15"SD
SD
SD
SD
SD
15"SD 15"SD
SD
SD
SD SD
8"SD

SD SD SD
8"SD
21"SD
21"SD
SD
SD
SD
SD
18"SD 18"SD
SD
SD 18"SD 18"SD
21"SD
21"SD
12"SD
SD
SD
18"SD SD SD
18"SD
18"SD
12"SD
SD SD
SD
SD
SD
SD
10"SD
SD
SD
SD8"SD 8"SD
10"SD 10"SD
SD
SD 60"SD
60"SD
60"SD
60"SD

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OH
OH
OH

OH OH OH OH OHOH OH OH
OH
OH
OH
OH OH

OH OH OH

OH OH OH OH

OH OH OH OH OH OHOH
OH

OH OH OH OH OH
TELE
TELE
TELE
TELE
OH
OH

OH OH OH OH OHOH OH
OH
OH
OH
2" W
2" W
6" W
6"SS 6"SS 6"SS

SD SD OH

DELLA STREET
B
STREET

LAUREL STREET
C
STREET
ASH
STREET

COURT STREET
D
STREET

WAY WILSON

LAFAYETTE STREET MAIN STREET
R R
R R
XING
SCHOOL
SLOW

YIELD YIELD
YIELD
STOP
STOP
STOP
STOP
12"SD
12"SD 12"SD 12"SD

MARKET STREET

ASTREET MAIN STREET

LAFAYETTE STREET MAIN STREET

LOCUST STREET
HWY 4 CROSSTOWN FWY
STOP
STOP 12" W 12" W 12" W
6" W
6" W 12" W
6" W 12" W 12" W 12" W
6" W
6" W 12" W
8" W 12" W 12" W 12" W 12" W 12" W
6" W
8" W 12" W 8" W
6" W 6" W 8" W 8" W 8" W
6" W 6" W 8" W 8" W 8" W
6" W 12"SS 12"SS 6"SS 6"SS
6"SS
8"SS 8"SS
18"SS 12"SS 12"SS
12"SS 12"SS
8"SS
6"SS18"SS
6"SS 6"SS 18"SS 12"SS 12"SS
8"SS
18"SS 18"SS 18"SS
8"SS
18"SS
8"SS
6"SS
8"SS 12"SS 12"SS
6"SS 6"SS 12"SS 6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
8"SS 12"SS 12"SS 12"SS 12"SS 8"SS
8"SS 8"SS 8"SS 12"SS
8"SS 12"SS
8"SS
8"SS 12"SS SD
SD
SD 10"SD 10"SD
10"SD 10"SD
SD
SD
SD
SD
SD
SD
10"SD
10"SD
10"SD
SD
SD
SD
10"SD
SD SD
10"SD
10"SD
SD SD
18"SD 15"SD 15"SD 21"SD
SD
15"SD 21"SD
SD
SD
SD24"SD 24"SD 27"SD
54"SD
54"SD
SD
SD
54"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH OH OH

OH OH OH OH OH OH
OH

OH OH OH OH OH OH OHOH OH OH OH OH OHOH OH OH OH OH
OH
OH

OH OH OH
OH

OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH

SONORA STREET

ESTREET

FSTREET
MARSH
STREET

ALMA STREET
SHARON
AVENUE

SEARCHLIGHT AVENUE

FILBERT STREET

SULLIVAN
AVENUE

BURKETT AVENUE
SHASTA
AVENUE
DAVID
AVENUE
YIELD
YIELD
YIELD
STOP
STOP
STOP

STOP MAIN STREET MAIN STREET
MARSH
STREET
McDONELL AVENUE 8" W 8" W
6" W 8" W
8" W 8" W 8" W 8" W 8" W
6" W 8" W 8" W
8" W 6" W 8" W
8" W
6" W 12"SS
8"SS 12"SS
10"SS 12"SS 12"SS
10"SS
6"SS 6"SS 12"SS 12"SS
10"SS 8"SS 12"SS 12"SS
8"SS
8"SS 12"SS 12"SS
8"SS
8"SS 12"SS 12"SS
8"SS 15"SD 15"SD SD
SD 18"SD 18"SD
SD
SD
15"SD 21"SD 21"SD
SD 24"SD 24"SD
SD
SD 27"SD
SD
12"SD TELE TELE TELE TELE
E
E

E TELE TELE TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE
TELE
G
G
G
G

G OH OHOH
OH

OH OH OH OH OH
OH
OH

OH OH OH OH
OH

OH OH OH OH OH OHOH
OH

OH OH OH
OH
OH OH
OH
OH
RENDON
AVENUE

GOLDEN GATE AVENUE

WINDSOR
AVENUE

BROADWAY
AVENUE

NETHERTON

AVENUE MAIN STREET MAIN STREET
8" W 6"SS 8" W 4" W 4" W
4" W
6" W
6" W 6" W
12" W
12" W
8" W 8" W 8" W
8" W 8" W 6" W 6" W
4" W
4" W
4" W
4" W
4" W 8" W
8" W
8" W 8" W 6" W
4" W
4" W 8" W
8" W 8" W 8" W 6" W
8" W 4" W
8" W 6" W 6" W
6"SS
6"SS 6"SS 6"SS
8"SS 8"SS
8"SS 6"SS 12"SS 12"SS
8"SS 12"SS
6"SS 12"SS 6"SS 12"SS 6"SS 12"SS 6"SS 6"SS
6"SS
10"SS
10"SS
6"SS 6"SS
10"SS 12"SS
24"SS
8"SS 10"SS 10"SS
12"SD
12"SD
SD
SD
12"SD
SD
SD 12"SD 12"SD 24"SD 24"SD
SD
SD
12"SD
27"SD
27"SD SD
27"SD
12"SD
SD
SD
27"SD 27"SD
12"SD
SD
12"SD 24"SD 24"SD
SD
SD
24"SD
10"SD
SD
SD
SD
SD
SD
SD
12"SD
SD
12"SD 24"SD 24"SD 24"SD
18"SD
8"SD 8"SD
33" W 33" W 6"SS
SS 6"SS 6"SS
6"SS 12"SS
8"SS
6"SS 8"SS 8"SS
8"SS 6"SS 6"SS 14"SS 6"SS 6"SS
8"SS
8"SS 14"SS 14"SS 6"SS 14"SS
6"SS 6"SS 14"SS 14"SS 14"SS 6"SS 6"SS
6"SS 6"SS 6"SS 18"SS 18"SS
6"SS
6"SS
12"SS
6"SS
12"SS
6"SS
18"SD
18"SD 12"SD
10"SD
10"SD
18"SD
10"SD
10"SD
18"SD
12"SD
12"SD
SD 12"SD 12"SD 12"SD
10"SD
10"SD
12"SD 12"SD 8"SD
15"SD 15"SD 15"SD
21"SD 27"SD
6"SD 8"SD
12"SD
18"SD 12"SD
12"SD
SD SD

SD STOP STOP STOP STOP

CALIFORNIA
STREET

AMERICAN
STREET

STANISLAUS
STREET
GRANT

STREET MAIN STREET MARKET STREET

SAN JOAQUIN
STREET
SUTTER
STREET
HUNTER
STREET

EL DORADO
STREET
CENTER
STREET MAIN STREET & MARKET STREET PRECISE ROAD PLAN MAIN STREET, FROM HUNTER STREET TO HIGHWAY 99 MARKET STREET, FROM CENTER STREET TO MAIN STREET CITY PROJECT NO. WT18006 STOCKTON, CALIFORNIA 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description

CONTINUATION LINE
2 SEE ABOVE
CONTINUATION LINE 3

SEE BELOW
CONTINUATION LINE 3

SEE ABOVE
CONTINUATION LINE 4

SEE BELOW
CONTINUATION LINE 4
SEE ABOVE APPROVED BY: APPROVED APPROVED BY: RECOMMEND FOR APPROVALDATE TERRY HULL, CHAIR DATE CITY OF STOCKTON PLANNING COMMISSION CHRISTINA FUGAZI, MAYOR CITY OF STOCKTON C1.0 COVER SHEET SEE SHEET C3.1 SEE SHEET C3.12 SEE SHEET C3.3 SEE SHEET C3.4 SEE SHEET C3.5 SEE SHEET C3.6 SEE SHEET C3.8 SEE SHEET C3.9 SEE SHEET C3.14 SEE SHEET C3.2

SEE SHEET
C3.15 SEE SHEET C3.3 SEE SHEET C3.7 SEE SHEET C3.8 SEE SHEET C3.13 PHASING LEGEND PHASE 1: MAIN STREET AND MARKET STREET, FROM CALIFORNIA STREET TO SIERRA NEVADA STREET CONTINUATION LINE 1 - SEE BELOW 0' 125' SCALE: 1"=125' 62.5' 250' CONTINUATION LINE 1 - SEE BELOW
CONTINUATION LINE 2 - SEE BELOW SEE SHEET C3.0 SEE SHEET C3.10 SEE SHEET C3.11 SHEET INDEX: NO. SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 MAIN ST. CROSS SECTIONS STA -11+00 TO 39+00 C2.1 MAIN ST. CROSS SECTIONS STA 43+00 TO 61+00 C2.2 MAIN ST. CROSS SECTIONS STA 61+00 TO 127+00 C2.3 MARKET ST. CROSS SECTIONS STA -19+50 TO 39+50 C2.4 MARKET ST. CROSS SECTIONS STA 39+50 TO 49+50 C3.0 PRECISE ROAD PLAN MAIN STREET STA -11+00 TO 0+00 C3.1 PRECISE ROAD PLAN MAIN STREET STA 0+00 TO 15+00 C3.2 PRECISE ROAD PLAN MAIN STREET STA 15+00 TO 29+50 C3.3 PRECISE ROAD PLAN MAIN STREET STA 29+50 TO 45+00 C3.4 PRECISE ROAD PLAN MAIN STREET STA 45+00 TO 60+00 C3.5 PRECISE ROAD PLAN MAIN STREET STA 60+00 TO 75+00 C3.6 PRECISE ROAD PLAN MAIN STREET STA 75+00 TO 90+00 C3.7 PRECISE ROAD PLAN MAIN STREET STA 90+00 TO 105+00 C3.8 PRECISE ROAD PLAN MAIN STREET STA 105+00 TO 120+00 C3.9 PRECISE ROAD PLAN MAIN ST. STA 120+00 TO 131+00 C3.10 PRECISE ROAD PLAN MARKET STREET STA -19+50 TO -15+00 C3.11 PRECISE ROAD PLAN MARKET STREET STA -15+00 TO 0+00 C3.12 PRECISE ROAD PLAN MARKET STREET STA 0+00 TO 15+00 C3.13 PRECISE ROAD PLAN MARKET STREET STA 15+00 TO 29+50 C3.14 PRECISE ROAD PLAN MARKET STREET STA 29+50 TO 41+50 C3.15 PRECISE ROAD PLAN MARKET STREET STA 41+50 TO 53+00 C3.16 CONCEPTUAL LANDSCAPE ENLARGEMENTS I C3.17 CONCEPTUAL LANDSCAPE ENLARGEMENTS II C4.0 TRUCK TURN - MAIN STREET AND MARKET STREET C4.1 TRUCK TURN - MAIN STREET AND LAFAYETTE STREET C4.2 TRUCK TURN - MAIN STREET AND E STREET C4.3 TRUCK TURN - MAIN STREET AND FILBERT STREET C4.4 BUS TURN - MAIN STREET AND FILBERT STREET C4.5 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND MARKET STREET C4.6 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND WASHINGTON STREET Exhibit 1
1601
3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description ABBREVIATIONS BCBCR BWDWECECR ELEPEXFLFOC GGRHORIZ INTX MAX MIN RR/WSTA SWVERT (W) (E) (S) (N) ±(L) (R) (R&R) GENERAL NOTES 1. POTENTIAL CONFLICTS WITH EXISTING UTILITIES MAY OCCUR AS A RESULT OF PROPOSED IMPROVEMENTS. THE DETAILED LOCATION OF UTILITIES ARE NOT KNOWN AT THIS TIME. FURTHER COORDINATION WITH UTILITY AGENCIES SHALL OCCUR DURING PREPARATION OF CONSTRUCTION DOCUMENTS. 2. THIS PRELIMINARY PLAN HAS BEEN PREPARED FOR STUDY PURPOSES ONLY. PLAN IS NOT FOR CONSTRUCTION 3. RELOCATE TRAFFIC SIGNS WHERE NECESSARY. 4. ALL NEW CORNERS MUST HAVE ACCESSIBLE RAMPS PER THIS PLAN (TYPICAL). 5. GRADE BREAK SHALL NOT EXCEED 3% (TYPICAL). 6. FINAL TRAFFIC CONTROL PLAN DESIGN WILL BE INCLUDED WITH THE FINAL ENGINEERING PLANS. 7. ALL STRIPING WILL BE PERFORMED IN ACCORDANCE WITH CITY OF STOCKTON STANDARDS. 8. BEARING LINES ARE IDENTICAL TO BEARING LINES SHOWN ON THE RIGHT OF WAY CONTROL PLANS. 9. ALL TURN BAY TAPERS ARE IN ACCORDANCE WITH CALTRANS STANDARDS. 10. INSTALL STREET TREES PER CITY OF STOCKTON STANDARD DRAWING NO. R-78 WHERE NONE EXIST. 11. ALL NON-COMPLIANT RAMPS SHALL BE UPGRADED FOR CONFORMANCE WITH ADA REQUIREMENTS. 12. EXISTING OVERHEAD UTILITIES SHALL BE RELOCATED UNDERGROUND AT A LATER DATE. OWNER / DEVELOPER SHALL BE RESPONSIBLE FOR THE UNDERGROUNDING OF ANY OVERHEAD UTILITY LINES LOCATED ALONG THEIR FRONTAGE. 13. SIDEWALK CORNERS ARE DRAWN PICTORIALLY. CITY STANDARD SIDEWALK CORNERS SHALL HAVE DUAL RAMPS UNLESS PHYSICAL CONSTRAINTS DO NOT ALLOW FOR MORE THAN ONE RAMP. THEREFORE, IF THE CONSTRAINTS IN FUTURE EXIST, A JUSTIFICATION MEMO FOR FILE MUST BE PROVIDED 14. WHERE EXISTING TRAFFIC SIGNAL CABINETS ARE BEING REMOVED, RELOCATE AND SECURE THE EXISTING FIBER OPTIC CABLING IN A NEW CABINET AT THE NEW LOCATION. BEGINNING OF CURB BEGINNING CURB RETURN BACK OF WALK DRIVEWAY END OF CURB END CURB RETURN ELEVATION EDGE OF PAVEMENT EXISTING FLOWLINE FACE OF CURB GROUND GRADE HORIZONTAL INTERSECTION MAXIMUM MINIMUM RADIUS RIGHT OF WAY STATION SIDEWALK VERTICAL WEST EAST SOUTH NORTH PLUS OR MINUS LEFT RIGHT (REMOVE AND REPLACE) ROAD CENTERLINE LEGEND EXISTING RIGHT-OF-WAY STATION MARKER 13+00 3 CENTERLINE POINT LABEL EXISTING SHRUB EXISTING TREE PARALLEL PARKING STALL LIMITS STOP INSTALL STOP PAVEMENT MARKING PER CITY OF STOCKTON STANDARD DRAWING NO. R-113 EXISTING SIGNAL LIGHT EXISTING FENCE EXISTING UTILITY VAULTS EXISTING POWER POLE INSTALL NEW SIGN EXISTING SIGN INSTALL NEW THERMOPLASTIC STRIPING PER DETAIL NUMBER 39A ACCESS NOTES 1. ACCESS SHALL BE RESTRICTED WITH IN A MINIMUM OF 30 FEET OF CURBFACES OF INTERSECTING STREETS TO PROVIDE FOR THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC THROUGH INTERSECTIONS. 2. EXISTING ACCESSES TO DEVELOPED SITES MAY REMAIN UNTIL THE SITE IS REDEVELOPED OR IMPROVED. IN GENERAL, ALL FRONTAGE IMPROVEMENTS AND ANY IMPROVEMENT (INCLUDING STRUCTURAL MODIFICATION OR REMODELING) THAT ALTER THE SITE'S TRIP GENERATION OR THE TRAFFIC FLOW TO AND FROM THE SITE SHALL BE CONSTRUED AS A REDEVELOPMENT OR IMPROVEMENT AND WILL TRIGGER THE NEED TO REVIEW AND MODIFY/ELIMINATE ACCESSES AS NECESSARY. UNUSED ACCESSES SHALL BE REMOVED. 3. IF A PARCEL HAS FRONTAGE ON ANOTHER STREET IN ADDITION TO THE SPECIFIC PLAN ROADWAY, ACCESS TO THE SPECIFIC PLAN ROADWAY WILL BE PERMITTED ONLY WHERE THE IMPACTS ON THE SPECIFIC PLAN ROADWAY ACCESS ARE SIGNIFICANTLY LESS THAN THE IMPACTS OF AN ACCESS ON THE OTHER STREET. 4. ONE ACCESS POINT PER PROPERTY OWNERSHIP WILL BE PERMITTED, UNLESS A DEVELOPMENT OR CIRCULATION PLAN IS PROVIDED DEMONSTRATING THAT MORE THAN ONE ACCESS IS REQUIRED TO HANDLE DRIVEWAY VOLUMES, AND WILL NOT BE DETRIMENTAL TO TRAFFIC FLOW ON ADJACENT PUBLIC ROADS. 5. SHOULD A PARCEL EXIST WITH NO OTHER POTENTIAL ACCESS POINTS AND NOT UNDER SAME PROPERTY OWNERSHIP AS ADJACENT PARCELS, A SINGLE 20-FOOT WIDE, "RIGHT-TURN ONLY" EGRESS/INGRESS MAY BE GRANTED. 6. UNLESS OTHERWISE NOTED, ACCESS IS RESTRICTED ALONG THE SPECIFIC PLAN ROADWAY. 7. ALL BRIDGE TYPE DRIVEWAYS USED TO ACCESS THE SPECIFIC PLAN ROADWAY SHALL BE REPLACED WITH STANDARD DRIVEWAYS WHERE APPLICABLE. + C1.1 GENERAL NOTES EDGE OF EXISTING BUILDING EXISTING FIRE HYDRANT EXISTING MAINTENANCE HOLE EXISTING STORM DRAIN INLET EXISTING WATER VALVE EXISTING GUY ANCHOR EXISTING BENCH EXISTING BOLLARD TRUNCATED DOMES EXISTING STREET LIGHT (DUAL-HEAD ACORN) INSTALL STREET LIGHT (DUAL-HEAD ACORN) 4" DOUBLE YELLOW SOLID LINE WITH PAVEMENT MARKERS PER MUTCD FIGURE 3A-107 (CA), DETAIL 29 4" DOUBLE YELLOW SOLID LINE PER MUTCD FIGURE 3A-108 (CA), DETAIL 32 6" WHITE SOLID LINE PER MUTCD FIGURE 3A-112 (CA), DETAIL 39 6" WHITE SOLID LINE PER MUTCD FIGURE 3A-112 (CA), DETAIL 39A TYPE I STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) TYPE IV (L) STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) TYPE VI STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) TYPE VII (L) STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) RAILROAD CROSSING STRIPING PER MUTCD FIGURE 8B-7(CA) THERMOPLASTIC GREEN AND WHITE DASHED STRIPING INSTALL STREET LIGHT (COBRA) EXISTING STREET LIGHT (COBRA) TYPICAL CROSSWALK LAYOUT AT INTERSECTION PER CITY OF STOCKTON STD. DWG. NO. R-113. "TRIPLE 4" HIGH VISIBILITY CROSSWALK INSTALLATION AT EXISTING CROSSWALKS. PER CITY OF STOCKTON STD. DWG. NO. R-114. BIKE LANE SYMBOL PER MUTCD FIGURE 9C-3 BIKE BOX PER FEDERAL HIGHWAY ADMINISTRATION SEPARATED BIKE LANE PLANNING GUIDE FIGURE 30 LATERAL SHIFT AT INTERSECTION PER FEDERAL HIGHWAY ADMINISTRATION SEPARATED BIKE LANE PLANNING GUIDE FIGURE 23 8" WHITE SOLID LINE PER MUTCD FIGURE 3A-112 (CA), DETAIL 38 LEGEND (CONT.) HIGH VISIBILITY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK WITH 24" WIDE PIANO KEY STRIPING SPACED AT 4' O.C. PER MUTCD FIGURE 3B-19 AND MUTCD SECTION 3B.18, NOTE 15 HIGH VISIBILITY WHITE THERMOPLASTIC PARKING SPACE MARKINGS PER MUTCD FIGURE 3B-21 (CA) PARKING SPACE MARKINGS PER MUTCD FIGURE 3B-21 (CA) PROPOSED FENCE RIGHT OF WAY TO BE ACQUIRED RIGHT OF WAY TO BE ABANDONED RIGHT OF WAY TO BE ACQUIRED AND THEN ABANDONED Exhibit
1 1602
NOT TO SCALE MAIN STREET - EXISTING SECTION STA -11+00 TO -03+25, -01+50 TO -00+50, 00+75 TO 25+00 MAIN STREET - PROPOSED SECTION STA -11+00 TO -03+25, -01+50 TO -00+50, 00+75 TO 25+00 R/W VARIES 39.5'± TO 41± R/W 9' PARKING LANE 12' TRAVEL LANE VARIES 8'± TO 9'± PARKING LANE VARIES 39.5'± TO 41± VARIES 7.6' TO 9.1' PARKING LANE VARIES 11.9' TO 12.9' TRAVEL LANE R/W VARIES 7.6' TO 8.6' PARKING LANE VARIES 11.4' TO 13.3' TRAVEL LANE VARIES 8.8' TO 11.2' PARKWAY AND SIDEWALK VARIES 9.2' TO 11.2' PARKWAY AND SIDEWALK 60.6' VARIES 8.8' TO 11.2' PARKWAY AND SIDEWALK VARIES 9.2' TO 11.2' PARKWAY AND SIDEWALK 60.6' NOT TO SCALE MAIN STREET - PROPOSED PLAN STA -11+00 TO -03+25, -01+50 TO -00+50, 00+75 TO 25+00 A VARIES 39.5'± TO 41± VARIES 8'± TO 9'± PARKING LANE 12' TRAVEL LANE 6' BIKE LANE 9' PARKING LANE VARIES 9.2' TO 11.2' PARKWAY AND SIDEWALK VARIES 8.8' TO 11.2' PARKWAY AND SIDEWALK 60.6' R/W R/W VARIES 4.5' TO 6.3' BUFFER LANE R/W VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 24.5'± TO 29'± BULBOUT CLEAR WIDTH VARIES 24.5'± TO 31.5'± BULBOUT CLEAR WIDTH 6' BIKE LANE VARIES 4.5' TO 6.3' BUFFER LANE NOT TO SCALE NOT TO SCALE MAIN STREET - EXISTING SECTION STA 25+00 TO 39+00 MAIN STREET - PROPOSED SECTION STA 25+00 TO 39+00 R/W VARIES 38.5'± TO 41'± R/W 9' PARKING LANE 12' TRAVEL LANE 8'± PARKING LANE VARIES 38.5'± TO 41'± 8'± PARKING LANE VARIES 10.9' TO 12.7' TRAVEL LANE R/W 8'± PARKING LANE VARIES 10.7' TO 12.1' TRAVEL LANE VARIES 8' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.5' TO 12.2' PARKWAY AND SIDEWALK 60.6' VARIES 8' TO 12.2' PARKWAY AND SIDEWALK 60.6' NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 25+00 TO 39+00 C VARIES 38.5'± TO 41'± 8'± PARKING LANE 12' TRAVEL LANE 6' BIKE LANE 9' PARKING LANE VARIES 8.5' TO 11.5' PARKWAY AND SIDEWALK VARIES 7.7' TO 11' PARKWAY AND SIDEWALK 60.6' R/W R/W VARIES 3.1' TO 6.1' BUFFER LANE R/W 6' BIKE LANE VARIES 3.1' TO 6.1' BUFFER LANE NOT TO SCALE VARIES 10' TO 11' CURB TO R/W VARIES 9.6' TO 11.5' CURB TO R/W VARIES 8.5' TO 11.5' PARKWAY AND SIDEWALK VARIES 9.6' TO 11.5' CURB TO R/W VARIES 10' TO 11' CURB TO R/W VARIES 9.6' TO 11.5' CURB TO R/W VARIES 10' TO 11' CURB TO R/W NOT TO SCALE MAIN STREET - EXISTING SECTION STA -03+25 TO -01+50, -00+50 TO 00+75 MAIN STREET - PROPOSED SECTION STA -03+25 TO -01+50, -00+50 TO 00+75 R/W 34.2'± R/W 9' PARKING LANE 13.7' TRAVEL LANE 34.2'± VARIES 12.6' TO 13.1' TRAVEL LANE R/W 8' PARKING LANE VARIES 13.1' TO 13.5' TRAVEL LANE 17'± PARKWAY AND SIDEWALK 9.5'± SIDEWALK 60.6' 17'± PARKWAY AND SIDEWALK 9.5'± SIDEWALK 60.6' NOT TO SCALE MAIN STREET - PROPOSED PLAN STA -03+25 TO -01+50, -00+50 TO 00+75 B 34.2'± 13.7' TRAVEL LANE 6' BIKE LANE 9.5'± SIDEWALK 17'± PARKWAY AND SIDEWALK 60.6' R/W R/W 5.5'± BUFFER LANE R/W 6' BIKE LANE 5.5'± BUFFER LANE NOT TO SCALE 9' PARKING LANE 6.4' BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN 27.7' BULBOUT CLEAR WIDTH 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C2.0 MAIN ST. CROSS SECTIONS STA -11+00 TO 39+00 Exhibit 1
1603
NOT TO SCALE MAIN STREET - EXISTING SECTION STA 54+50 TO 56+00 NOT TO SCALE MAIN STREET - PROPOSED SECTION STA 54+50 TO 56+00 NOT TO SCALE R/W R/W R/W R/W 8' PARKING LANE 12' TRAVEL LANE 5' BIKE LANE VARIES 57'± TO 60.5'± VARIES 8.6' TO 9.1' TRAVEL LANE VARIES 10.9' TO 11.2' TRAVEL LANE VARIES 17.1' TO 20.5' TRAVEL LANE VARIES 11.8' TO 12' TRAVEL LANE VARIES 7.5' TO 9.9' PARKWAY AND SIDEWALK VARIES 7.8' TO 12.1' PARKWAY AND SIDEWALK VARIES 7.8' TO 12.1' PARKWAY AND SIDEWALK 80' 80' E NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 54+50 TO 56+00 8' PARKING LANE 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 2.9'± BUFFER LANE 5' BIKE LANE VARIES 7.5' TO 9.9' PARKWAY AND SIDEWALK VARIES 7.8' TO 12.1' PARKWAY AND SIDEWALK 80' R/W R/W VARIES 11.6' TO 14.4' BUFFER LANE VARIES 57'± TO 60.5'± 2.9'± BUFFER LANE VARIES 57'± TO 60.5'± 6' BIKE LANE 12' TRAVEL LANE VARIES 7.5' TO 9.9' PARKWAY AND SIDEWALK VARIES 11.6' TO 14.4' BUFFER LANE 8'± PARKING LANE VARIES 7.5' TO 11.2 CURB TO R/W VARIES 7.7' TO 11.2' CURB TO R/W 12± CURB TO R/W 12± CURB TO R/W VARIES 7.7' TO 11.2' CURB TO R/W 12± CURB TO R/W NOT TO SCALE MAIN STREET - EXISTING SECTION STA 56+00 TO 61+00 NOT TO SCALE MAIN STREET - PROPOSED SECTION STA 56+00 TO 61+00 NOT TO SCALE R/W R/W R/W R/W VARIES 60.5'± TO 64.5'± 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE VARIES 60.5'± TO 64.5'± VARIES 20.2' TO 20.8' TRAVEL LANE VARIES 11.1' TO 11.6' TRAVEL LANE VARIES 17.1' TO 20.2' TRAVEL LANE VARIES 11.5' TO 12.3' TRAVEL LANE VARIES 8.5 TO 12.8' PARKWAY AND SIDEWALK VARIES 7.8' TO 9' SIDEWALK VARIES 7.8' TO 9' SIDEWALK VARIES 8.5' TO 12.8' PARKWAY AND SIDEWALK 80' 80' F NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 56+00 TO 61+00 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 14'± BUFFER LANE 6' BIKE LANE VARIES 8.5' TO 12.8' PARKWAY AND SIDEWALK VARIES 7.8' TO 9' SIDEWALK 80' R/W R/W VARIES 10' TO 14.5' BUFFER LANE VARIES 60.5'± TO 64.5'± 14'± BUFFER LANE VARIES 10' TO 14.5' BUFFER LANE MAIN STREET - EXISTING SECTION STA 43+00 TO 47+50 MAIN STREET - PROPOSED SECTION STA 43+00 TO 47+50 R/W R/W R/W R/W 45'± 9' PARKING LANE 6' BIKE LANE 9' PARKING LANE 56'± 8'± PARKING LANE VARIES 11.7' TO 12' TRAVEL LANE 8'± PARKING LANE 12'± TRAVEL LANE VARIES 15.8 TO 16.3' TRAVEL LANE 7.5'± PARKWAY AND SIDEWALK VARIES 8.6' TO 11.8' PARKWAY AND SIDEWALK 7.5± PARKWAY AND SIDEWALK 80' 80' 45'± 5'± BUFFER LANE 6' BIKE LANE 9' PARKING LANE 16' TRAVEL LANE 7.5'± PARKWAY AND SIDEWALK VARIES 19.6' TO 22.8' PARKWAY AND SIDEWALK 80' R/W R/W NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 43+00 TO 47+50 D 9' PARKING LANE 5'± BUFFER LANE 16' TRAVEL LANE NOT TO SCALE NOT TO SCALE 23± CURB TO R/W 12± CURB TO R/W 23± CURB TO R/W 12± CURB TO R/W 12± CURB TO R/W 12± CURB TO R/W VARIES 19.6' TO 22.8' PARKWAY AND SIDEWALK 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C2.1 MAIN ST. CROSS SECTIONS STA 43+00 TO 61+00 Exhibit
1 1604
MAIN STREET - PROPOSED PLAN STA 116+00 TO 127+00 I MAIN STREET - PROPOSED SECTION STA 116+00 TO 127+00 R/W R/W 64'± 12' TWO WAY LEFT TURN LANE 6' BIKE LANE 8'± PARKING LANE 12' TRAVEL LANE 8'± PARKING LANE VARIES 5.1' TO 7.1' SIDEWALK VARIES 5' TO 7.8' SIDEWALK 80' 12' TRAVEL LANE MAIN STREET - EXISTING SECTION STA 116+00 TO 127+00 NOT TO SCALE R/W R/W 64'± VARIES 5.1' TO 7.1' SIDEWALK VARIES 5' TO 7.8' SIDEWALK 80' VARIES 14' TO 14.8' TRAVEL LANE VARIES 11.8' TO 12.1' TRAVEL LANE VARIES 14.3' TO 14.6' TRAVEL LANE VARIES 11.7' TO 12' TRAVEL LANE VARIES 11' TO 11.5' TWO WAY LEFT TURN LANE 64'± 12' TRAVEL LANE 8'± PARKING LANE 12' TWO WAY LEFT TURN LANE 8'± PARKING LANE VARIES 5' TO 7.8' SIDEWALK VARIES 5.1' TO 7.1' SIDEWALK 80' R/W R/W 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE 6' BIKE LANE 7.5'± CURB TO R/W NOT TO SCALE NOT TO SCALE 8.5'± CURB TO R/W 7.5'± CURB TO R/W 8.5'± CURB TO R/W 7.5'± CURB TO R/W 8.5'± CURB TO R/W G 56'± 8' PARKING LANE 12' TRAVEL LANE VARIES 2.9' TO 3.3' BUFFER LANE 5' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 2.4' TO 3.1' BUFFER LANE 5' BIKE LANE VARIES 9.5' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.4' TO 12.2' PARKWAY AND SIDEWALK 80' R/W NOT TO SCALE R/WR/W 56'± 8' PARKING LANE 12' TRAVEL LANE VARIES 2.9' TO 3.3' BUFFER LANE 5' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 2.4' TO 3.1' BUFFER LANE 5' BIKE LANE 56'± 8'± PARKING LANE VARIES 9.6' TO 10' TRAVEL LANE 8'± PARKING LANE VARIES 9.8' TO 10.2' TRAVEL LANE VARIES 9.9' TO 10.4' TRAVEL LANE VARIES 9.7' TO 10.1' TRAVEL LANE VARIES 9.5' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.4' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.4' TO 12.2' PARKWAY AND SIDEWALK VARIES 9.5' TO 12.2' PARKWAY AND SIDEWALK 80' 80' MAIN STREET - PROPOSED PLAN STA 61+00 TO 94+50 MAIN STREET - PROPOSED PLAN STA 61+00 TO 94+50 MAIN STREET - EXISTING SECTION STA 61+00 TO 94+50 NOT TO SCALE NOT TO SCALE R/WR/WR/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W MAIN STREET - EXISTING SECTION STA 98+00 TO 114+00 NOT TO SCALE MAIN STREET - PROPOSED SECTION STA 98+00 TO 114+00 MAIN STREET - PROPOSED PLAN STA 98+00 TO 114+00 R/W R/W VARIES 63.5'± TO 64.5'± 8' PARKING LANE 12' TRAVEL LANE VARIES 5.9' TO 6.2' BUFFER LANE 6' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 5.7' TO 6.4' BUFFER LANE 6' BIKE LANE VARIES 63.5'± TO 64.5'± 8' PARKING LANE 12' TRAVEL LANE VARIES 5.9' TO 6.2' BUFFER LANE 6' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 5.7' TO 6.4' BUFFER LANE 6' BIKE LANE VARIES 5.3' TO 8.2' SIDEWALK VARIES 5.2' TO 8.7' SIDEWALK VARIES 5.2' TO 8.7' SIDEWALK VARIES 5.3' TO 8.2' SIDEWALK 80' 80' R/W R/W H R/W R/W VARIES 63.5'± TO 64.5'± VARIES 5.2' TO 7.5' SIDEWALK 80' 8'± PARKING LANE VARIES 12.9' TO 13.6' TRAVEL LANE 8'± PARKING LANE VARIES 10.3' TO 11' TRAVEL LANE VARIES 12.8' TO 13.9' TRAVEL LANE VARIES 10.5' TO 11.2' TRAVEL LANE 7'± CURB TO R/W NOT TO SCALE NOT TO SCALE VARIES 8.5'± TO 9.5'± CURB TO R/W 7'± CURB TO R/W VARIES 8.5'± TO 9.5'± CURB TO R/W 7'± CURB TO R/W VARIES 8.5'± TO 9.5'± CURB TO R/W VARIES 5.3' TO 8.2' SIDEWALK 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C2.2 MAIN ST. CROSS SECTIONS STA 61+00 TO 127+00 Exhibit
1 1605

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA -03+00 TO 01+00

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA -03+00 TO 01+00

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA -03+00 TO 01+00

R/W R/W

26.5'±
6'±
BIKE
LANE
12'±
TRAVEL
LANE

26.5'±
12'±
TRAVEL
LANE

8.5'±
BUFFER
LANE
6'±
BIKE
LANE

13.1'±
TRAVEL
LANE

13.4'±
TRAVEL
LANE
VARIES

10.2'± TO 17.1'±

PARKWAY
AND

SIDEWALK
17'±

PARKWAY
AND

SIDEWALK
VARIES

10.2'± TO 17.1'±

PARKWAY
AND

SIDEWALK
17'±

PARKWAY
AND

SIDEWALK

60.6'

60.6'

R/W R/W

R/W R/W
K

8.5'±
BUFFER
LANE

17.1±

CURB TO R/W

17.1±

CURB TO R/W

26.5'±
17'±

PARKWAY
AND
SIDEWALK 17.1±

CURB TO R/W

60.6'
VARIES

10.2'± TO 17.1'±

PARKWAY
AND

SIDEWALK

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA -19+50 TO -03+00, 25+00 TO 39+50

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA -19+50 TO -03+00, 25+00 TO 39+50

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA -19+50 TO -03+00, 25+00 TO 39+50

R/W R/W
VARIES 39.5'± TO 41.3'±
8'±

PARKING
LANE
6'
BIKE
LANE
12'
TRAVEL
LANE
9'±

PARKING
LANE
VARIES 39.5'± TO 41.3'±
8'±

PARKING
LANE
9'±

PARKING
LANE
12'
TRAVEL
LANE
VARIES

4.4' TO 6.4'
BUFFER
LANE
6'
BIKE
LANE
VARIES 39.5'± TO 41.3'±
VARIES

7.6' TO 8.5'

PARKING
LANE
VARIES

7.8' TO 8.4'

PARKING
LANE
VARIES

11.3' TO 12.8'

TRAVEL LANE
VARIES

11.5' TO 12.7'

TRAVEL LANE
VARIES
9' TO 10.7'

PARKWAY
AND

SIDEWALK
VARIES

8.3' TO 10.6'

PARKWAY
AND

SIDEWALK
VARIES
9' TO 10.7'

PARKWAY
AND

SIDEWALK
VARIES

8.3' TO 10.6'

PARKWAY
AND

SIDEWALK
VARIES
9' TO 10.7'

PARKWAY
AND

SIDEWALK
VARIES

8.3' TO 10.6'

PARKWAY
AND

SIDEWALK

60.6'

60.6'

60.6'

R/W R/W

R/W R/W
J
VARIES

4.4' TO 6.4'
BUFFER
LANE

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA 01+00 TO 25+00

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA 01+00 TO 25+00

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA 01+00 TO 25+00

R/W R/W
VARIES 40'± TO 41.5'±
8'±

PARKING
LANE
6'
BIKE
LANE
12'
TRAVEL
LANE
9'±

PARKING
LANE
VARIES 40'± TO 41.5'±
8'±

PARKING
LANE
9'±

PARKING
LANE
12'
TRAVEL
LANE
VARIES

4.6' TO 7'
BUFFER
LANE
6'
BIKE
LANE
VARIES 40'± TO 41.5'±
8'±

PARKING
LANE
8'±

PARKING
LANE
VARIES

11.9' TO 12.3'
TRAVEL
LANE
VARIES

11.4' TO 13.2'
TRAVEL
LANE
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK

60.6'

60.6'

60.6'

R/W R/W

R/W R/W
L
VARIES

4.6' TO 7'
BUFFER
LANE
VARIES 3'± TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 6' TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 25'± TO 31'±

BULBOUT CLEAR WIDTH
VARIES 3'± TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 6' TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 25'± TO 31'±

BULBOUT CLEAR WIDTH
3428 Brookside Road Stockton, California 95219
209-943-2021 www.siegfriedeng.com Fx: 209-942-0214

CIVIL ENGINEERING

STRUCTURAL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING SCALE AS SHOWN

DESIGNED BY

DRAWN BY

CHECKED BY
RECORD DWGS.

CITY OF STOCKTON, CALIFORNIA
SHEET NO.

OF 32 SHEETS
PROJECT NO.

MAIN STREET & MARKET STREET

PRECISE ROAD PLAN
NJB
NJB
PJS
Revision
No. Date By Apprvd.

By
WT18006

DEPARTMENT OF PUBLIC WORKS
APPROVED BY:

DATE

CITY ENGINEER

STOCKTON, CALIFORNIA

Project Manager Project Engineer
Description
C2.3
MARKET ST. CROSS SECTIONS
STA -19+50 TO 39+50
Exhibit 1
1606

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA 39+50 TO 49+50

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA 39+50 TO 49+50

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA 39+50 TO 49+50

R/W R/W

36.5'±
8'

PARKING
LANE
5'
BIKE
LANE
12'
TRAVEL
LANE
9'

PARKING
LANE

36.5'±
8'

PARKING
LANE
9'

PARKING
LANE
12'
TRAVEL
LANE
VARIES

1.9' TO 2.5'
BUFFER
LANE
5'
BIKE
LANE

36.5'±
8'±

PARKING
LANE
8'±

PARKING
LANE
VARIES
10'±

TRAVEL LANE
VARIES
10' TO 10.4'

TRAVEL LANE
VARIES

9.2' TO 11.8'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 12.3'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 11.8'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 12.3'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 11.8'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 12.3'

PARKWAY AND

SIDEWALK

60.6'

60.6'

60.6'

R/W R/W

R/W R/W
M
VARIES

1.9' TO 2.5'
BUFFER
LANE

11.5'±

CURB TO R/W

12.5'±

CURB TO R/W

11.5'±

CURB TO R/W

12.5'±

CURB TO R/W

11.5'±

CURB TO R/W

12.5'±

CURB TO R/W
3428 Brookside Road Stockton, California 95219
209-943-2021 www.siegfriedeng.com Fx: 209-942-0214

CIVIL ENGINEERING

STRUCTURAL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING SCALE AS SHOWN

DESIGNED BY

DRAWN BY

CHECKED BY
RECORD DWGS.

CITY OF STOCKTON, CALIFORNIA
SHEET NO.

OF 32 SHEETS
PROJECT NO.

MAIN STREET & MARKET STREET

PRECISE ROAD PLAN
NJB
NJB
PJS
Revision
No. Date By Apprvd.

By
WT18006

DEPARTMENT OF PUBLIC WORKS
APPROVED BY:

DATE

CITY ENGINEER

STOCKTON, CALIFORNIA

Project Manager Project Engineer
Description
C2.4
MARKET ST. CROSS SECTIONS
STA 39+50 TO 49+50
Exhibit 1
1607
6"SS
SS 6"SS 6"SS
6"SS 8"SS 8"SS
8"SS 6"SS 6"SS
18"SD
10"SD
18"SD
10"SD
10"SD
18"SD
12"SD 12"SD SD
10"SD
12"SD 12"SD 8"SD
SUTTER
STREET

SAN JOAQUIN
STREET
HUNTER
STREET MAIN STREET 15' 20' 51' 72' 10' 10' 16' 16' 113' 19' 105' 27' 27' 64' 28' 10' 11' 14' 122' 50' 8.3' 12.4' 8' 11.5' 8' 12.4' 8' 8' 11.7' 8' 55' 12.6' 12.4' 6"SS SS 6"SS 6"SS 6"SS 8"SS 8"SS
8"SS 6"SS 6"SS
18"SD
10"SD
18"SD
10"SD
10"SD
18"SD
12"SD 12"SD SD
10"SD
12"SD 12"SD 8"SD -11+00 -10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 STA: -7+40.56

STRIPING START
STA: -6+24.40

STRIPING START
STA: -5+83.21

STRIPING END
STA: -3+55.58

STRIPING START
STA: -3+25.67

STRIPING END
STA: -2+40.29

STRIPING START
STA: -1+99.08

STRIPING END
STA: 0+27.18 SL1 SL2 SL3 SL4 SL5 SL6 SL7 SL8 SL9 SL10 SL11 SL12 SL13 SL14SL15 SL16 SL17 SL18 SL19 SL20 SL21 SL22 SL23 SL24 SL25 SL26 SL27 SL28 SL29 SL30 SL31 SL32 STA: -10+03.27

STRIPING START
STA: -9+51.29

STRIPING END
STA: -9+43.30

STRIPING START
STA: -9+13.27

STRIPING END
STA: -7+10.56
STRIPING END 1 3 4 2
STA:-9+57.99
OFFSET:-19.69
STA:-9+44.61
OFFSET:-19.69
STA:-9+07.80
OFFSET:-19.74
STA:-8+86.40
OFFSET:-19.77 -11+00 -10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 STA: -7+40.56

STRIPING START
STA: -6+24.40

STRIPING START
STA: -5+83.21

STRIPING END
STA: -3+55.58

STRIPING START
STA: -3+25.67

STRIPING END
STA: -2+40.29

STRIPING START
STA: -1+99.08

STRIPING END
STA: 0+27.18 SL1 SL2 SL3 SL4 SL5 SL6 SL7 SL8 SL9 SL10 SL11 SL12 SL13 SL14SL15 SL16 SL17 SL18 SL19 SL20 SL21 SL22 SL23 SL24 SL25 SL26 SL27 SL28 SL29 SL30 SL31 SL32 STA: -10+03.27

STRIPING START
STA: -9+51.29

STRIPING END
STA: -9+43.30

STRIPING START
STA: -9+13.27

STRIPING END
STA: -7+10.56

STRIPING END
SUTTER
STREET

SAN JOAQUIN
STREET
HUNTER
STREET MAIN STREET 9.5' 8.8' 6' 5.5' 10.8' 8' 9.6' 9' 5.8' 10.2' 10.4' 6' 5.5' 8' 9.7' 6' 6' 6' 5' 5' 6' 5' 7' 6' 6' 7' 6' 7' 6' 7' 12' 8.9' 12' 8' 12' KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 21 EXISTING WHITE CURB PAINT 20 EXISTING GREEN CURB PAINT STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 1 -10+24.15 (EXISTING) 2 -9+93.58 (R&R) 3 -9+93.84 (EXISTING) 4 -9+71.54 (EXISTING) 5 -9+21.43 (EXISTING) 6 -8+66.11 (EXISTING) 7 -8+61.67 (R&R) 8 -7+30.47 (EXISTING) 9 -6+98.42 (EXISTING) 10 -7+15.64 (EXISTING) 11 -6+95.24 (EXISTING) 12 -6+43.64 (EXISTING) 13 -6+40.56 (EXISTING) 14 -6+24.02 (EXISTING) 15 -6+10.17 (R&R) 16 -4+80.32 (R&R) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 17 -4+75.40 (R&R) 18 -3+45.99 (R&R) 19 -3+11.45 (EXISTING) 20 -3+26.14 (EXISTING) 21 -3+15.17 (EXISTING) 22 -2+55.61 (EXISTING) 23 -2+27.23 (R&R) 24 -2+37.90 (EXISTING) 25 -2+28.16 (EXISTING) 26 -1+95.30 (EXISTING) 27 -1+62.14 (EXISTING) 28 -1+57.37 (EXISTING) 29 -0+94.11 (R&R) 30 -0+42.24 (EXISTING) 31 -0+35.80 (EXISTING) 32 -0+02.73 (EXISTING) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 1 -10+24.15 (EXISTING) 2 -9+93.58 (R&R) 3 -9+93.84 (EXISTING) 4 -9+71.54 (EXISTING) 5 -9+21.43 (EXISTING) 6 -8+66.11 (EXISTING) 7 -8+61.67 (R&R) 8 -7+30.47 (EXISTING) 9 -6+98.42 (EXISTING) 10 -7+15.64 (EXISTING) 11 -6+95.24 (EXISTING) 12 -6+43.64 (EXISTING) 13 -6+40.56 (EXISTING) 14 -6+24.02 (EXISTING) 15 -6+10.17 (R&R) 16 -4+80.32 (R&R) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 17 -4+75.40 (R&R) 18 -3+45.99 (R&R) 19 -3+11.45 (EXISTING) 20 -3+26.14 (EXISTING) 21 -3+15.17 (EXISTING) 22 -2+55.61 (EXISTING) 23 -2+27.23 (R&R) 24 -2+37.90 (EXISTING) 25 -2+28.16 (EXISTING) 26 -1+95.30 (EXISTING) 27 -1+62.14 (EXISTING) 28 -1+57.37 (EXISTING) 29 -0+94.11 (R&R) 30 -0+42.24 (EXISTING) 31 -0+35.80 (EXISTING) 32 -0+02.73 (EXISTING) NORTHING & EASTING TABLE POINT # 1234 INTERSECTION BEGIN ALIGNMENT INTX HUNTER ST INTX SAN JOAQUIN ST INTX SUTTER ST NORTHING 2170401.3720 2170405.3661 2170481.8789 2170557.7967 EASTING 6334331.8041 6334351.2471 6334723.6186 6335093.1796 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 33 EXISTING BLUE CURB PAINT 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 47 REMOVE EXISTING RED CURB PAINT 48 NEW SIGN ON NEW STREET LIGHT 15 REMOVE EXISTING STRIPING BY GRINDING. 31 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (YELLOW) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 17 EXISTING NO PARKING SIGN 59 EXISTING PAY STATION. 63 REMOVE AND DISPOSE OF EXISTING SIGN. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.0 PRECISE ROAD PLAN MAIN STREET STA -11+00 TO 0+00 FOR CONTINUATION SEE SHEET STATION 0+00 C3.1 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION 0+00 C3.1 MODIFIED SIGNALIZED INTERSECTION 2 2 2 2 2 2 2 2 23 23 21 23 33 23 23 20 23 2320 23 20 23 21 23 23 23 21 20 36 36 24 47 AC2.0 AC2.0 BC2.0 BC2.0 BC2.0 BC2.0 AC2.0 AC2.0 AC2.0 AC2.0 BC2.0 BC2.0 BC2.0 BC2.0 AC2.0 AC2.0 15 48 R81 (CA) R81B (CA) 31 56 R32 (CA) PAY AT MACHINE PAY AT MACHINE55 55 55 R99 (CA) PARKING FOR LAW ENFORCEMENT ONLY SIGN 55 ACCESSIBILITY SIGN R4-1 57 57 R4-156 R32 (CA) 55 W11-2 55 PAY STATION SIGN 55 55 W4-2 55 PAY AT MACHINE SIGN R31 (CA) PAY AT MACHINE SIGN55 R6-1 55 55 R6-1 R31 (CA) PAY BY LICENSE PLATE 55 PAY AT MACHINE SIGN 56 R31 (CA) PARKING SIGN 55 PAY AT MACHINE SIGN 17 55 R32 (CA) 56 R31 (CA) PAY BY LICENSE PLATE 55 PAY STATION SIGN55 PAY BY LICENSE PLATE SIGN 17 55 R25C (CA) 55 55 PAY AT MACHINE 56 R31 (CA) PARKING SIGN 56 55 R4-1 R31 (CA) PAY AT 56 R31 (CA) MACHINE 63 W11-2 55 PAY STATION SIGN 55 PAY AT MACHINE 63 W11-2 PAY STATION 55 SIGN 55 NO PARKING EXCEPT FOR FIRE DEPT. 55 R6-1 STREET NAME SIGN (2) 59 59 59 59 R25C (CA) 55 PAY BY LICENSE PLATE SIGN Exhibit
1 1608
8" W 6"SS 8" W 4" W 4" W
4" W
6" W
6" W 6" W
12" W
8" W 6" W 6" W
4" W
4" W
4" W
4" W
4" W
8" W 6" W
4" W
4" W 8" W
8" W 8" W 6" W
6"SS
6"SS 6"SS 6"SS
8"SS
8"SS 6"SS 6"SS
6"SS
10"SS
10"SS
6"SS 6"SS 12"SD
12"SDSD SD
27"SD SD 27"SD 12"SD
SD SD
27"SD 27"SD 12"SD SD SD SDSD 12"SD SD
12"SD
8"SD SD SD SD G
33" W

CALIFORNIA
STREET

STANISLAUS
STREET

GRANT STREET

AMERICAN
STREET MAIN STREET 11.9' 11.4' 8.6' 9.1' 12.6' 12.8' 7.9' 7.8' 12.3' 13.3' 7.8' 7.6' 12.5' 13' 7.6' 7.7' 44' 11' 13' 9' 30' 32' 45' 10' 7' 26' 9' 11' 8' 7' 23' 59' 37' 43' 45' 21' 36' 24' 30' 9' 27' 46' 20' 40' 7' 8" W 6"SS 8" W 4" W 4" W
4" W
6" W
6" W 6" W
12" W
8" W 6" W 6" W
4" W
4" W
4" W
4" W
4" W
8" W 6" W
4" W
4" W 8" W
8" W 8" W 6" W
6"SS
6"SS 6"SS 6"SS
8"SS
8"SS 6"SS 6"SS
6"SS
10"SS
10"SS
6"SS 6"SS 12"SD
12"SDSD SD
27"SD SD 27"SD 12"SD
SD SD
27"SD 27"SD 12"SD SD SD SDSD 12"SD SD
12"SD
8"SD G
33" W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA: 1+42.36

STRIPING START
STA: 1+83.40

STRIPING END
STA: 4+11.35

STRIPING START
STA: 4+41.85

STRIPING END
STA: 5+25.79

STRIPING START
STA: 5+66.76

STRIPING END
STA: 7+94.46

STRIPING START
STA: 8+25.08

STRIPING END
STA: 9+09.00

STRIPING START
STA: 9+50.28

STRIPING END
STA: 11+73.08

STRIPING START
STA: 12+03.57

STRIPING END
STA: 13+05.44

STRIPING START
STA: 13+57.34

STRIPING END
STA: 13+65.34

STRIPING START
STA: 13+95.34

STRIPING END
STA: 0+27.18

STRIPING START
STA: 0+57.18
STRIPING END SL32 SL33SL34 SL35 SL36 SL37 SL40 SL38 SL39 SL41 SL42 SL43 SL44 SL45 SL46 SL47 SL48 SL50 SL49 SL51SL52 SL53 SL54 SL55 SL56 SL57 SL58 SL59 SL60SL61 SL62 SL63 SL64 SL65 SL66 SL67 SL68 SL69 8 5 6 7 STA:11+89.10
OFFSET:-20.44
STA:13+07.64
OFFSET:-20.94
STA:11+88.99
OFFSET:20.16
STA:13+07.46
OFFSET:20.01 STOP STOP
STA:7+22.84
OFFSET:-20.50
STA:7+34.24
OFFSET:-20.47
STA:7+66.05
OFFSET:-20.47
STA:7+73.83
OFFSET:-20.47
STA:9+53.47
OFFSET:-21.01
STA:9+75.92
OFFSET:-20.96
STA:13+69.15
OFFSET:-20.74
STA:14+20.94
OFFSET:-20.60
STA:7+23.38
OFFSET:20.34
STA:7+34.61
OFFSET:20.32

CALIFORNIA
STREET

STANISLAUS
STREET

GRANT STREET

AMERICAN
STREET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA: 1+42.36

STRIPING START
STA: 1+83.40

STRIPING END
STA: 4+11.35

STRIPING START
STA: 4+41.85

STRIPING END
STA: 5+25.79

STRIPING START
STA: 5+66.76

STRIPING END
STA: 7+94.46

STRIPING START
STA: 8+25.08

STRIPING END
STA: 9+09.00

STRIPING START
STA: 9+50.28

STRIPING END
STA: 11+73.08

STRIPING START
STA: 12+03.57

STRIPING END
STA: 13+05.44

STRIPING START
STA: 13+57.34

STRIPING END
STA: 13+65.34

STRIPING START
STA: 13+95.34

STRIPING END
STA: 0+27.18

STRIPING START
STA: 0+57.18
STRIPING END SL32 SL33SL34 SL35 SL36 SL37 SL40 SL38 SL39 SL41 SL42 SL43 SL44 SL45 SL46 SL47 SL48 SL50 SL49 SL51SL52 SL53 SL54 SL55 SL56 SL57 SL58 SL59 SL60SL61 SL62 SL63 SL64 SL65 SL66 SL67 SL68 SL69 9' 12' 8' 12' 6' 9' 6' 9' DW1 DW2 DW3 DW4 DW5 DW6 MAIN STREET 7' 7' 7' 7' 7' 7' 7' 8' 7' 7' 7' 7' 7' 7' 7' 9.8' 9.8' 8' 12' 6' 9' 10.2' 9.7' 8' 12' 6' 9' 10.2' 9.7' 7' 7' 6' 8' 7' 7' 6' 9.2' 6' 5.1' 10.6' 5.7' 5.6' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 32 -0+02.73 (EXISTING) 33 0+30.21 (EXISTING) 34 0+48.75 (EXISTING) 35 0+68.23 (EXISTING) 36 1+23.66 (EXISTING) 37 1+59.54 (R&R) 38 1+28.78 (EXISTING) 39 1+43.07 (EXISTING) 40 0+72.64 (EXISTING) 41 2+88.35 (R&R) 42 2+89.33 (R&R) 43 4+28.41 (R&R) 44 4+33.39 (EXISTING) 45 4+48.60 (EXISTING) 46 4+52.51 (EXISTING) 47 5+06.91 (EXISTING) 48 5+44.90 (R&R) 49 5+27.82 (EXISTING) 50 5+13.08 (EXISTING) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 32 -0+02.73 (EXISTING) 33 0+30.21 (EXISTING) 34 0+48.75 (EXISTING) 35 0+68.23 (EXISTING) 36 1+23.66 (EXISTING) 37 1+59.54 (R&R) 38 1+28.78 (EXISTING) 39 1+43.07 (EXISTING) 40 0+72.64 (EXISTING) 41 2+88.35 (R&R) 42 2+89.33 (R&R) 43 4+28.41 (R&R) 44 4+33.39 (EXISTING) 45 4+48.60 (EXISTING) 46 4+52.51 (EXISTING) 47 5+06.91 (EXISTING) 48 5+44.90 (R&R) 49 5+27.82 (EXISTING) 50 5+13.08 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 1 24' 6+21.51 2 24' 6+53.90 3 20' 10+18.04 4 20' 13+95.51 5 23' 13+53.75 6 23' 13+76.11 NORTHING & EASTING TABLE POINT # 5678 INTERSECTION INTX CALIFORNIA ST INTX AMERICAN ST INTX STANISLAUS ST INTX GRANT ST NORTHING 2170632.1060 2170709.3933 2170786.6234 2170863.9391 EASTING 6335456.8638 6335831.2256 6336207.1750 6336583.5409 KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 15 REMOVE EXISTING STRIPING BY GRINDING. 21 EXISTING WHITE CURB PAINT 20 EXISTING GREEN CURB PAINT 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT 27 BULB OUT PER DETAIL 1, SHEET C3.15 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 51 6+74.49 (R&R) 52 6+76.78 (R&R) 53 8+14.43 (R&R) 54 8+17.58 (EXISTING) 55 8+31.19 (EXISTING) 56 8+36.74 (EXISTING) 57 8+89.34 (EXISTING) 58 9+10.84 (EXISTING) 59 9+33.20 (R&R) 60 10+58.72 (R&R) 61 10+66.73 (R&R) 62 11+92.65 (R&R) 63 11+90.70 (R&R) 64 12+16.62 (EXISTING) 65 12+79.41 (EXISTING) 66 13+10.61 (R&R) 67 13+16.12 (R&R) 68 14+46.58 (R&R) 69 14+50.43 (R&R) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 51 6+74.49 (R&R) 52 6+76.78 (R&R) 53 8+14.43 (R&R) 54 8+17.58 (EXISTING) 55 8+31.19 (EXISTING) 56 8+36.74 (EXISTING) 57 8+89.34 (EXISTING) 58 9+10.84 (EXISTING) 59 9+33.20 (R&R) 60 10+58.72 (R&R) 61 10+66.73 (R&R) 62 11+92.65 (R&R) 63 11+90.70 (R&R) 64 12+16.62 (EXISTING) 65 12+79.41 (EXISTING) 66 13+10.61 (R&R) 67 13+16.12 (R&R) 68 14+46.58 (R&R) 69 14+50.43 (R&R) 49 REPAINT EXISTING WHITE CURB 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 59 EXISTING PAY STATION. 41 REMOVE EXISTING GREEN CURB PAINT. 62 PAINT CURB GREEN 47 REMOVE EXISTING RED CURB PAINT 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.1 PRECISE ROAD PLAN MAIN STREET STA 0+00 TO 15+00 FOR CONTINUATION SEE SHEET STATION 15+00 C3.2 AC2.0 AC2.0 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION 15+00 C3.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AC2.0 AC2.0 24 15 15 23 47 47 47 47 23 23 47 23 23 23 23 47 47 23 22 22 22 22 20 20 41 20 21 2525 25 25 25 2 24 24 24 24 24 24 22 FOR CONTINUATION SEE SHEET STATION 0+00 C3.0
FOR CONTINUATION SEE SHEET STATION 0+00 C3.0 23 36 35 37 37 36 40 BC2.0 BC2.0 BC2.0 BC2.0 TYP. 27 15 TYP. 14 14 14 14 55 R6-1 55 R6-1 56 R32 (CA) 56 R32 (CA) PAY BY LICENSE PLATE 55 PAY AT MACHINE 55 R32 (CA) PAY BY LICENSE PLATE 56 R31 (CA) R31 (CA) 56 R31 (CA) 55 56 S1-1 S4-3P R31 (CA) 55 R6-1 R31 (CA) 56 58 58 R6-1 R1-1R6-1 R32 (CA) 56 R32 (CA) 56 56 R32 (CA) R32 (CA) 56 55 NO PARKING EXCEPT FOR FIRE DEPT. 55 PAY AT MACHINE 55 PAY BY LICENSE PLATE 58 STREET NAME SIGN (2) 55 R1-1 PAY AT MACHINE 55 PAY STATION 59 59 24 47 49 62 24 24 23 Exhibit
1 1609
G
6" W 6" W 6" W 6" W 6" W
2" W
2" W 6" W 6" W
6" W
6" W 6" W 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
8"SS
6"SS 6"SS
10"SD
15"SD 15"SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E

OH OH OH OH OH
OH
OH

OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH

OH OH OH
OH OH
E
E
E
E
E
E
E
E
E
E
E
6"SS 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 STA: 15+57.64

STRIPING START
STA: 15+88.14

STRIPING END
STA: 17+43.24

STRIPING START
STA: 17+73.24

STRIPING END
STA: 21+19.00

STRIPING START
STA: 21+50.00

STRIPING END
STA: 23+33.79

STRIPING START
STA: 23+64.29

STRIPING END
STA: 25+11.73

STRIPING START
STA: 25+41.73

STRIPING END
STA: 27+15.18

STRIPING START
STA: 27+45.18

STRIPING END
STA: 28+27.60

STRIPING START
STA: 28+79.60

STRIPING END
STA: 28+87.61

STRIPING START
STA: 29+17.61

STRIPING END
STA: 22+44.15

R/R PAVEMENT MARKING
STA: 16+83.25

STRIPING START
STA: 17+35.25

STRIPING END
STA: 24+51.73

STRIPING START
STA: 25+03.73
STRIPING END SL70 SL71 SL72 SL73 SL74SL75 SL76 SL77 SL78 SL79 SL80SL81 SL82 SL83 SL84 SL85 SL86 SL87 SL88 SL89 SL90 DW7 DW8 DW9 DW10 DW11 DW12 DW13 DW14 DW15 DW16 DW17 DW18 DW19 DW20 DW21 DW22 DW23 DW24 DW25 DW26 DW27 R R
STOP
STA:15+71.69
OFFSET:-20.28
STA:16+97.12
OFFSET:-20.69
STA:27+48.17
OFFSET:-19.61
STA:28+32.31
OFFSET:-19.73
STA:15+73.57
OFFSET:20.25
STA:16+97.37
OFFSET:20.18
STA:24+64.72
OFFSET:19.66
STA:27+42.40
OFFSET:19.33
STA:28+26.61
OFFSET:19.39 10 11 12
STA:24+67.28
OFFSET:-19.78
9 STOP STOP STOP STOP
STA:17+57.24
OFFSET:-20.69
STA:18+69.26
OFFSET:-20.96
STA:17+25.76
OFFSET:20.17
STA:17+65.50
OFFSET:20.37
STA:18+38.26
OFFSET:20.17
STA:18+69.40
OFFSET:20.03
STA:29+62.20
C13
C15
C16
C2
AURORA
STREET

UNION STREET

PILGRIM
STREET

UNION PACIFIC
RAILROAD MAIN STREET 12' 6'9' 8' 6' 12' 8' 9' 9' 6' 12' 8' 9' 6' 12' 8' 9' 6' 12' 8' 10.1' 9.9' 11' 10.6' 10.6' 10.4' 10' 10.9' 9.8' 10.9' 5.4' 4.6' 4.2' 4.4' 6' G
6" W 6" W 6" W 6" W 6" W
2" W
2" W 6" W 6" W
6" W
6" W 6" W 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
8"SS
6"SS 6"SS
10"SD
SD
SD
SD
15"SD 15"SD
SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E

OH OH OH OH OH
OH
OH

OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH

OH OH OH
OH OH
E
E
E
E
E
E
E
E
E
E
E
6"SS
AURORA
STREET

UNION STREET

PILGRIM
STREET

UNION PACIFIC
RAILROAD MAIN STREET 12.1' 12.7' 5' 5' 7' 5' 8' 8' 7' 4' 10' 8' 11.4' 10.7' 8' 8' 11.5' 11.8' 8' 8' 11.3' 8' 7.6' 7.7' 12.6' 12.7' 8' 8' 22' 11.7' 6' FACE OF CURB TABLE CURVE # C2 C13 C15 C16 LENGTH 23.36 15.90 19.05 15.91 RADIUS 15.00 10.00 12.00 10.00 DELTA 89°13'31" 91°07'25" 90°56'48" 91°09'48" CHORD BEARING N55°45'16"W 21.07' S33°06'04"W 14.28' N33°29'00"E 17.11' S56°29'46"E 14.28' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 70 15+74.33 (R&R) 71 15+74.40 (R&R) 72 16+04.60 (EXISTING) 73 16+64.19 (EXISTING) 74 16+93.89 (R&R) 75 16+91.55 (R&R) 76 18+70.60 (EXISTING) 77 18+70.45 (EXISTING) 78 19+63.47 (EXISTING) 79 19+63.51 (EXISTING) 80 21+18.82 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 7 22' 18+01.448 25' 18+91.799 25' 20+00.09 10 18' 17+46.42 11 16' 18+53.24 12 25' 18+92.88 13 30' 20+07.96 14 25' 21+95.96 15 20' 21+71.19 16 25' 25+19.92 17 20' 25+74.65 NORTHING & EASTING TABLE POINT # 9101112 INTERSECTION INTX AURORA ST INTX UNION PACIFIC RAILROAD INTX UNION ST INTX PILGRIM ST NORTHING 2170941.6157 2171018.8644 2171096.0174 2171173.2899 EASTING 6336961.6640 6337337.4644 6337713.2785 6338089.4341 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 18 10' 26+38.06 19 18' 27+35.01 20 20' 25+21.04 21 20' 25+53.63 22 13' 26+18.85 23 12' 26+76.01 24 11' 28+76.07 25 10' 28+86.60 26 8' 29+33.49 27 28' 29+48.09 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 81 21+18.71 (EXISTING) 82 21+98.74 (EXISTING) 83 22+39.35 (EXISTING) 84 22+78.67 (EXISTING) 85 23+58.61 (EXISTING) 86 23+58.70 (EXISTING) 87 24+90.53 (NEW) 88 26+02.32 (NEW) 89 27+19.03 (NEW) 90 28+42.85 (NEW) KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 3 REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM AND LUMINAIRE, DISPOSE OF WOODEN POLE. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT INSTALL TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 2934 POLE TO BE RELOCATED AS PART OF STOCKTON DIAMOND GRADE SEPARATION PROJECT SEPARATION PROJECT 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 39 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 3840 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 27 BULB OUT PER DETAIL 1, SHEET C3.15 15 REMOVE EXISTING STRIPING BY GRINDING. 50 REMOVE EXISTING YELLOW CURB PAINT 51 PAINT CURB YELLOW 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 64 COORDINATE DIRECTLY WITH PG&E TO RELOCATE MANHOLE. 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.2 PRECISE ROAD PLAN MAIN STREET STA 15+00 TO 29+50 FOR CONTINUATION SEE SHEET STATION 29+50 C3.3
FOR CONTINUATION SEE SHEET STATION 15+00 C3.1 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' FOR CONTINUATION SEE SHEET STATION 29+50 C3.3
FOR CONTINUATION SEE SHEET STATION 15+00 C3.1
3 3
1 3
3 3 3 24 24 24 24 47 47 47 47 50 23 23 47 47 29
5 3
1 3 3 1 25 25 25 25 27 TYP. 24 2424 24 24 24 24 24 24 24 24 24 24 24 64 14 14 14 14 34 34 34 36 38 40 3538 47 AC2.0AC2.0
AC2.0AC2.0 TYP. 15 TYP. 15 14 27 27
CC2.0CC2.0
CC2.0CC2.0 51 58 56 R6-1 R1-1 STREET NAME SIGN (2) R6-1 5656 W11-2 W11-2 55 55 55 R6-1 LEFT TURN ONLY R15-8 R15-8 55 55W10-1 W48 (CA) W10-1 W48 (CA) 58 R1-1 R1-3P R6-1 58 R1-1 R1-3P R6-1 55 W10-1 W48 (CA) 58 STREET NAME SIGN (2) R6-1 58 R1-1 R6-1 R1-1 58 58 STREET NAME SIGN (2) R1-1 R1-3P 24 24 24 38 39 Exhibit 1
1610
6" W
8" W 8" W 6" W 6" W
6" W
2" W 6" W 8" W
14" W 14" W
6" W
4" W
8" W 6"SS 6"SS 6"SS
6"SS 8"SS 6"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS 6"SS 6"SS
6"SS
16"SS
16"SS
16"SS
16"SS
16"SS
10"SD 10"SD
SD
SD
SD
12"SD
15"SD
SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE

OH OH OH OH OH OH TELE TELE TELE
TELE
TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G G
G G G
G G G
G
G
G
G G G
G
G
G
G
G

G OH OH OH
OH

OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2" W
6"SS
OH
6"SS

OH MAIN STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON
WAY
9' 16' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
40+00
41+00
42+00
43+00
44+00
45+00

STRIPING END
STA: 39+94.75 STRIPING START
STA: 40+69.05 STRIPING END
STA: 40+74.05 STRIPING START
STA: 41+14.05 STRIPING END
STA: 30+99.03

STRIPING START
STA: 31+29.53

STRIPING END
STA: 32+16.45

STRIPING START
STA: 32+57.67

STRIPING END
STA: 34+76.03

STRIPING START
STA: 35+06.03

STRIPING END
STA: 35+94.20

STRIPING START
STA: 36+46.20

STRIPING END
STA: 36+54.21

STRIPING START
STA: 36+84.21

STRIPING END
STA: 38+63.44

STRIPING START
STA: 38+94.07

STRIPING END
STA: 41+19.05 STRIPING START STA: 41+49.05 STRIPING END SL91 SL92SL93 SL94 SL95 SL96 SL97 SL98 SL99 SL100 SL101 SL102 SL103 SL104 SL105 6'

7.9'

22.6'
STA:31+27.96
OFFSET:-19.65
STA:32+08.45
OFFSET:-18.70
STA:35+03.72
OFFSET:-19.68
STA:35+97.04
OFFSET:-19.73
STA:38+90.01
OFFSET:-19.53
STA:31+30.10
OFFSET:19.63
STA:32+12.15
OFFSET:19.56
STA:35+05.25
OFFSET:19.68
STA:35+96.15
OFFSET:19.40 13 14 15
STA:38+89.86
OFFSET:19.50
STA:37+02.53
OFFSET:-19.84
STA:37+61.68
OFFSET:-19.80
STA:29+62.20
OFFSET:19.72
STA:30+02.19
OFFSET:19.58
STA:37+93.63
OFFSET:19.58
STA:38+47.06
OFFSET:19.64
STA:39+89.75
OFFSET:46.93
C17
C18 C19
C20
C21
C22 C23
C24
C26
C183 C185 C186 C187 C11
C25 C27 C122 9' 6' 12' 8' 9.4' 10' 9' 6' 12' 8' 10.6' 10.7' 9' 6' 12' 8' 9.3' 9.9' DW26 DW27 DW28 DW29 DW30 DW31 DW32 DW33 DW34 DW35 DW36 DW37 DW38 DW39 DW40 DW41 DW42 DW43 DW44 DW45 DW46 DW47 4.3' 3.5' 4'

4.9'

MAIN STREET
9' 6" W
8" W 8" W 6" W 6" W
6" W
2" W 6" W 8" W
14" W 14" W
6" W
4" W
8" W 6"SS 6"SS 6"SS
6"SS 8"SS 6"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS 6"SS 6"SS
6"SS
16"SS
16"SS
16"SS
16"SS
16"SS
10"SD 10"SD
SD
SD
SD
12"SD
15"SD
SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE

OH OH OH OH OH OH TELE TELE TELE
TELE
TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G G
G G G
G G G
G
G
G
G G G
G
G
G
G
G

G OH OH OH
OH

OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2" W
6"SS
OH
6"SS

OH MAIN STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON
WAY 8' 11.6' 8' 11.7' 24' 22' 36' 8' 11.5' 8' 10.9' 8' 11.5' 8' 11.6' 8'
8' 16.3' 12' 11.7'
MAIN STREET 32' 2' 72' 12' 41' FACE OF CURB TABLE CURVE # C11 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C122 C183 C185 C186 C187 LENGTH 5.00 18.97 17.30 18.99 17.22 31.65 20.49 5.50 23.82 20.84 26.68 5.51 8.36 23.47 32.67 8.54 13.36 RADIUS 10.00 12.00 12.00 12.00 11.00 20.00 13.00 3.50 15.00 10.00 17.00 10.00 15.00 15.00 237.75 9.75 15.25 DELTA 28°39'30" 90°34'35" 82°36'17" 90°39'00" 89°40'08" 90°40'39" 90°18'08" 90°00'00" 90°58'58" 119°23'34" 89°56'15" 31°33'19" 31°57'05" 89°37'59" 7°52'27" 50°12'29" 50°12'29" CHORD BEARING S87°03'01"E 4.95' S33°32'05"W 17.06' N52°53'32"W 15.84' S33°23'51"W 17.07' S56°44'19"E 15.51' S33°15'09"W 28.45' S57°03'06"E 18.43' S33°22'51"W 4.95' S57°01'42"E 21.39' N47°34'57"E 17.27' S56°49'55"E 24.03' N27°53'29"W 5.44' N27°41'36"W 8.26' S32°28'39"W 21.15' S81°52'54"W 32.65' N60°40'22"W 8.27' N60°40'22"W 12.94' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 91 29+80.25 (NEW) 92 31+26.42 (EXISTING) 93 31+38.96 (EXISTING) 94 32+01.83 (EXISTING) 95 33+06.30 (NEW) 96 34+24.75 (NEW) 97 36+10.06 (NEW) 98 37+19.91 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 26 13' 29+33.49 27 28' 29+48.09 28 10' 30+23.15 29 25' 30+58.90 30 12' 29+85.80 31 12' 32+62.53 32 10' 33+18.30 33 14' 33+22.91 34 6' 34+24.78 35 12' 37+43.19 36 13' 37+84.86 NORTHING & EASTING TABLE POINT # 131415 INTERSECTION INTX AIRPORT WY INTX SIERRA NEVADA ST INTX WILSON WY NORTHING 2171250.5623 2171327.8348 2171426.7426 EASTING 6338465.5898 6338841.7454 6339213.3463 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 21 EXISTING WHITE CURB PAINT 18 EXISTING ACCESSIBLE RAMP 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 37 33' 37+72.56 38 20' 38+18.91 39 32' 41+01.85 40 21' 42+08.24 41 19' 43+17.20 42 28' 44+14.45 43 17' 40+44.94 44 17' 40+80.95 45 15' 41+54.36 46 28' 42+07.61 47 9' 42+44.41 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 99 38+88.17 (EXISTING) 100 39+68.49 (EXISTING) 101 39+03.83 (EXISTING) 102 40+02.29 (EXISTING) 103 41+22.38 (NEW) 104 42+47.56 (NEW) 105 44+58.81 (NEW) 41 REMOVE EXISTING GREEN CURB PAINT. 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 9 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 53 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 62 PAINT CURB GREEN 15 REMOVE EXISTING STRIPING BY GRINDING. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 70 REMOVE AND DISPOSE OF EXISTING TREE, INCLUDING STUMP AND ROOTS 47 REMOVE EXISTING RED CURB PAINT 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.3 PRECISE ROAD PLAN MAIN STREET STA 29+50 TO 45+00 FOR CONTINUATION SEE SHEET STATION 29+50 C3.2
FOR CONTINUATION SEE SHEET STATION 45+00 C3.4
CC2.0CC2.0
D
C2.1
D
C2.1 MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION 29+50 C3.2
FOR CONTINUATION SEE SHEET STATION 45+00 C3.4 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' CC2.0CC2.0 24 24 18
D
C2.1
D
C2.1 20 22 22 19 1
1 1
1 1
1 1 25 25 25 25 25 24 24 24 24 24 24 24 38 38 38 38 40 24 24 15 TYP. TYP. 15 TYP. 15 15 TYP. 15 TYP. 53 53 53 9 9 24 24 24 24 55 R6-1 55 R6-1 R6-1 58 55 55 55 R3-7 END SCHOOL ZONE END SCHOOL ZONE 24 47 41 20 R1-1 58 55 R6-1 55 STREET NAME SIGN (2) R1-1 R6-1 55 R5-1 R6-1 1 C3.17 23 41 62 62 70
Exhibit 1
1611
X X

X X X X
8" W
8" W 6" W
6" W 6" W
8" W
6" W
8" W
8" W
8" W 6" W 6" W
8" W 6" W 8" W 16"SS
6"SS 16"SS
6"SS
33"SS
33"SS
6"SS
6"SS
6"SS 16"SS 16"SS
4"SS
30"SS
30"SS
6"SS
6"SS
6"SS 16"SS 16"SS
21"SS
15"SS 16"SS
18"SD
18"SD
SD
SD 18"SD 18"SD
21"SD
21"SD
12"SD
SD
SD
18"SD SD SD
18"SD
18"SD
18"SD
12"SD
12"SD

SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH OH OH OH
OH
OH OH
OH
OH
OH

OH OH OH OH OH OH
OH
OH

OH OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH
TELE
2" W
2" W
6" W OH OH
6"SS 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 48+00
49+00
50+00
51+00
52+00
53+00
STA: 50+29.82

STRIPING END
STA: 52+43.09

STRIPING START
STA: 53+33.04

STRIPING END
STA: 55+34.81

STRIPING START
STA: 55+64.79

STRIPING END
STA: 51+79.01 STRIPING START
STA: 47+77.89

STRIPING END
STA: 47+91.91

STRIPING START
STA: 49+91.82

STRIPING END
STA: 49+99.82

STRIPING START
STA: 56+23.52

STRIPING START
STA: 59+30.78

R/R PAVEMENT MARKING
STA: 52+95.08

STRIPING END
STA: 53+03.04

STRIPING START
STA: 60+15.09

STRIPING END
STA: 59+85.10
STRIPING START SL106 SL107 SL108 SL109 SL110 SL111 SL112 SL113 SL114 0+00
1+00
2+00
3+00 DW48 DW49 DW50 DW51 DW52 DW53 DW54 DW55 DW56 DW57 DW58 DW59 9' 16' 12' 12' 6' 12' 12' 6' 5' 7.5' 22.4' 7.8' 14.3' 8.9' 6' 14.4' 9' 6' 14' 8' 8' 2.9' 5' 8' 8' 5'12' 12' 11.5'6' 9.4'2.9' 12' 12' 12.3' 6' 10.3' 7.9' 6' 14.1' 9' STA:55+61.69
OFFSET:-27.89
STA:56+27.19
OFFSET:-31.89
STA:52+56.99
OFFSET:17.17
STA:47+77.48
OFFSET:41.72
74 16 18 19 20
STA:46+73.19
OFFSET:-27.86
STA:48+23.21
OFFSET:-27.72
STA:50+21.99
OFFSET:-27.77
STA:52+46.55
OFFSET:-27.98
R R
XING
SCHOOL
SLOW

YIELD YIELD
YIELD 17
STA:45+71.66
OFFSET:-27.83
STA:46+21.01
OFFSET:-27.88
STA:47+26.16
OFFSET:39.20
STOP
C31
C9
C10
C51 C54 C55
C80 C82
C12
C29
C83C86
C98 C117
C184 C89 C130
C33
C34
C39
C40C56
STA:2+20.96
OFFSET:18.42
STA:2+69.62
OFFSET:-19.95
12"SD 85
C1 C3 C4
C14
C28
C30
C32 C38
C138
C145
C152 C153
X X

X X X X
8" W
8" W 6" W
6" W 6" W
8" W
6" W
8" W
8" W
8" W 6" W 6" W
8" W 6" W 8" W 16"SS
6"SS 16"SS
6"SS
33"SS
33"SS
6"SS
6"SS
6"SS
6"SS 16"SS 16"SS
4"SS
30"SS
30"SS
6"SS
6"SS
6"SS 16"SS 16"SS
21"SS
15"SS 16"SS
SD
18"SD
18"SD
SD
SD 18"SD 18"SD
21"SD
21"SD
12"SD
SD
SD
18"SD SD SD
18"SD
18"SD
18"SD
12"SD
12"SD

SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH OH OH OH
OH
OH OH
OH
OH
OH

OH OH OH OH OH OH
OH
OH

OH OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH
TELE
2" W
2" W
6" W OH OH
6"SS 25' 31' 82' 16' 80' 20' 5' 55' 37' 50' 193' 47' 40' 8' 12' 8' 15.8' 11.8' 8' 9.1' 12.1' 8' 11' 14.2' 22.9' 10.9' 17.1' 12.3' 20.2' 11.6' 20.2' 12' 8' 8.6' 11.2' 20.5' 11.5' 20.8' 11.1' 17.1' 18' 29' 110' FACE OF CURB TABLE CURVE # C1 C3 C4 C9 C10 C12 C14 C28 C29 C30 C31 C32 C33 C34 C38 C39 C40 LENGTH 18.48 11.93 11.93 17.33 19.13 30.01 11.94 12.11 37.27 51.03 19.50 2.39 62.49 38.02 89.19 9.27 170.55 RADIUS 10.00 15.00 15.00 11.00 13.00 25.00 15.00 15.00 50.00 120.00 10.00 1.00 53.00 48.00 61.86 57.00 40.00 DELTA 105°52'20" 45°34'23" 45°34'23" 90°16'20" 84°17'32" 68°46'06" 45°35'45" 46°14'30" 42°42'30" 24°21'50" 111°43'41" 136°59'16" 67°33'37" 45°22'54" 82°37'11" 9°19'03" 244°17'50" CHORD BEARING S41°17'14"W 15.96' N62°59'25"W 11.62' N62°59'25"W 11.62' S56°48'37"E 15.59' S58°57'23"E 17.45' S16°55'52"W 28.24' S71°25'31"W 11.62' S71°44'54"W 11.78' S72°40'10"W 36.41' S82°41'14"W 50.64' S38°26'34"W 16.55' N41°00'03"W 1.86' N73°58'43"W 58.94' N62°53'22"W 37.03' N13°49'01"W 81.67' S67°33'48"W 9.26' N5°03'12"E 67.73' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 106 46+57.22 (NEW) 107 48+70.17 (NEW) 108 50+59.59 (NEW) 109 51+72.81 (NEW) 110 53+02.20 (NEW) 111 53+03.05 (NEW) 112 54+13.53 (EXISTING) 113 56+13.15 (EXISTING) 114 58+10.05 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 48 30' 45+02.93 49 22' 45+93.87 50 15' 47+02.00 51 25' 45+19.81 52 14' 50+09.08 53 28' 52+98.92 54 20' 53+54.72 55 17' 53+65.89 56 26' 52+65.92 57 52' 55+14.39 58 9' 59+27.44 59 16' 59+74.50 NORTHING & EASTING TABLE POINT # 16171819207485 INTERSECTION INTX DELLA ST INTX MARKET ST INTX LOCUST ST INTX MARKET ST INTX A ST INTX LOCUST ST END MARKET ST NORTHING 2171368.6791 2171346.8637 2171340.5400 2171323.5557 2171305.3316 2171279.6522 2171435.5067 EASTING 6340007.9277 6340306.4632 6340393.0027 6340625.4270 6340874.8180 6340411.9070 6340593.0683 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. FACE OF CURB TABLE CURVE # C51 C54 C55 C56 C80 C82 C83 C86 C89 C98 C117 C130 C138 C145 C152 C153 C184 LENGTH 21.76 20.21 21.33 54.38 12.52 3.11 13.16 8.79 11.93 9.85 9.82 11.93 4.95 8.34 18.36 9.12 19.76 RADIUS 70.50 70.50 60.50 57.00 13.37 1.00 15.00 10.00 15.00 10.00 10.00 15.00 2.00 60.00 30.00 15.00 15.00 DELTA 17°41'01" 16°25'43" 20°11'48" 54°39'28" 53°39'56" 178°02'34" 50°15'49" 50°21'20" 45°34'23" 56°25'47" 56°15'54" 45°34'23" 141°40'57" 7°57'46" 35°03'41" 34°49'43" 75°28'19" CHORD BEARING N74°34'33"E 21.67' S0°50'58"W 20.15' N73°39'48"W 21.22' S80°07'37"E 52.34' N51°58'00"W 12.07' N4°00'25"E 2.00' S60°35'34"E 12.74' S60°38'19"E 8.51' S71°26'12"W 11.62' N65°58'07"E 9.46' N65°53'11"E 9.43' S71°26'12"W 11.62' N15°42'52"E 3.78' N82°34'27"E 8.33' S83°52'36"E 18.07' S83°45'37"E 8.98' N48°02'27"W 18.36' 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 7 REMOVE AND DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 915 REMOVE EXISTING STRIPING BY GRINDING. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 21 EXISTING WHITE CURB PAINT 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 24 PAINT CURB RED 44 EXISTING GREEN CURB PAINT TO BE REMOVED AS PART OF CURB REMOVAL. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 41 REMOVE EXISTING GREEN CURB PAINT. 53 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 23 EXISTING RED CURB PAINT 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 61 REMOVE EXISTING WHITE CURB PAINT. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 50 REMOVE EXISTING YELLOW CURB PAINT RELOCATE EXISTING SANITARY SEWER MANHOLE, INCLUDING ASSOCIATED PIPE LAYOUT REVISIONS. 65 INSTALL TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK 28 INSTALL NEW SIGN ON NEW SIGN POST. 3 REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM AND LUMINAIRE, DISPOSE OF WOODEN POLE. FOUNDATION. SALVAGE ARM AND LUMINAIRE. 72 REMOVE AND DISPOSE OF EXISTING PARKING BLOCKS 31 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (YELLOW) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 52 RIGHT OF WAY ACQUISITION REQUIRED REMOVE AND REPLACE EXISTING WROUGHT IRON FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 6870 REMOVE AND DISPOSE OF EXISTING TREE, INCLUDING STUMP AND ROOTS 76 12" STORM DRAIN PIPE 75 TYPE 2 CURB INLET CATCH BASIN PER CITY OF STOCKTON STANDARD DRAWING NO. D-8. 77 CUL-DE-SAC PER CITY OF STOCKTON STANDARD DRAWING NO. R-23. 79 ABANDON RIGHT OF WAY 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.4 PRECISE ROAD PLAN MAIN STREET STA 45+00 TO 60+00 FOR CONTINUATION SEE SHEET STATION 45+00 C3.3
FOR CONTINUATION SEE SHEET STATION 60+00 C3.5 MAIN STREET STATION 47+50 FOR CONTINUATION SEE SHEET C3.15 FOR CONTINUATION SEE SHEET STATION 45+00 C3.3
FOR CONTINUATION SEE SHEET STATION 60+00 C3.5 STATION 47+50 FOR CONTINUATION SEE SHEET C3.15 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' EC2.1EC2.1

DELLA STREET

MARKET STREET

LOCUST STREET

A STREET

MARKET STREET
EC2.1EC2.1 21 47 47 47 23 47 47 20 23 47 20 50 41

A STREET

MARKET STREET

DELLA STREET

MARKET STREET
LOCUST STREET 19
1 C3.16
1 C3.16
1 3
1 1 25 25 25 25 32
9 FC2.2FC2.2FC2.2FC2.2
DC2.1DC2.1
DC2.1DC2.1 24 24 31
6 6
6 7
7 7
7 57 24 24 24 24 14 14 14 65 14 47 MAIN STREET 38 24 24 40 47 24 24 53 TYP. 15 53 15 TYP. 24 24 24 57 S1-1 W16-7P R6-1 R1-5 57 57 57 R1-5 S1-1 W16-7P 57 57 R32 (CA)R32 (CA) SR4-1 58 SR4-158 57 R5-1 R5-1a 57 R3-6 57 R6-1 R3-5 57 57 57 R9-3 R4-7 R6-1 55 R2-1 (30 MPH) SW24-3 (CA)55 55 STREET NAME SIGN (2) R1-1 55 R14-1 58 STREET NAME SIGN (2) R1-1 R6-1(L) 28 24 24 24 61 1 C3.17 TYP. (6) 72 TYP. (3) 72 31 7576 77 52
5 14 68 70 70 2809 SF 79 1550 SF 24 28 R32 (CA) FUTURE PARKING LOT 24 4 C4.5
3 C4.5
Exhibit 1
1612
8" W
6" W
6" W 8" W 8" W
12" W 12" W 12" W
8" W
6" W 12" W 12" W
6" W 12" W 12" W
8" W 12" W
6" W 12" W
15"SS 16"SS
15"SS
15"SS 16"SS 16"SS 16"SS
8"SS 16"SS
10"SS 12"SS 12"SS 12"SS 12"SS 12"SS
6"SS 6"SS SD
SD
SD
SD
SD
10"SD
SD
SD
SD8"SD 8"SD
10"SD
10"SD
SD
SD 60"SD
60"SD
60"SD
60"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH
TELE
TELE
TELE
TELE
TELE
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH
OH
OH
OH

OH OH OH
OH
OH
OH
OH OH
OH
OH
OH
OH OH
OH
OH

SD SD OH
OH
OH

OHOH OH
OH
OH
OH
OH
OH
OH

X X X X X X X

B STREET

C STREET

ASH STREET

COURT STREET

D STREET

LAFAYETTE STREET MAIN STREET
STA:60+28.53
OFFSET:-32.14
STA:61+22.72
OFFSET:-27.99
STA:67+64.24
OFFSET:-27.92
STA:74+72.39
OFFSET:-27.86
STA:60+96.21
OFFSET:27.70
STA:61+69.05
OFFSET:27.94
STA:70+85.21
OFFSET:28.43
STA:71+51.41
OFFSET:28.27
STA:73+30.58
OFFSET:28.20
STA:73+99.93
OFFSET:28.17 21 25 26 30 31
STA:65+81.33
OFFSET:28.17 23 28 29
STA:75+22.53 27
STA:18+45.71 OFFSET:-28.71
STA:15+89.10
OFFSET:-37.05 24
R R
STOP
STOP
STA:68+36.85
OFFSET:38.60
STA:69+08.26
OFFSET:28.05
STA:69+29.35
OFFSET:-27.92
STOP 22
C35
C36
C37
C42
C43
C44
C45
C46 C90 C91
C92 C93 C94
C95 C96
C99
C58
C62 C77
C78
STA:1+42.72
OFFSET:17.45
STA:2+08.21
OFFSET:-17.05
STA:18+76.88 OFFSET:28.11 87 86
12"SD 12"SD 12"SD
C79
C97
C114
WASHINGTON STREET 8' 12' 12' 8' 8' 12' 12'8' 8' 12' 12' 8' 8' 12' 12' 8' 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 STA: 61+33.40

STRIPING START
STA: 61+85.40

STRIPING END
STA: 67+38.32

STRIPING START
STA: 67+68.31

STRIPING END
STA: 68+30.77

STRIPING START
STA: 68+82.77

STRIPING END
STA: 68+90.77

STRIPING START
STA: 69+20.77

STRIPING END
STA: 74+51.02

STRIPING START
STA: 74+76.43

STRIPING END
STA: 61+69.05

STRIPING START
STA: 61+98.45

STRIPING END
STA: 66+73.94

STRIPING END
STA: 68+57.64

STRIPING START
STA: 68+87.61

STRIPING END
STA: 70+25.18

STRIPING END
STA: 70+85.20
STA: 69+95.18

STRIPING END

STRIPING START
STA: 70+33.20

STRIPING START
STA: 71+47.62

STRIPING START
STA: 71+77.62

STRIPING END
STA: 72+42.40

STRIPING START
STA: 72+72.40

STRIPING END
STA: 73+87.82

STRIPING START
STA: 60+43.09

STRIPING END
STA: 60+75.09

STRIPING END
STA: 63+94.54

R/R PAVEMENT MARKING
STA: 72+80.40

STRIPING START
STA: 73+32.40

STRIPING END
STA: 66+43.94

STRIPING START
STA: 66+81.94

STRIPING START
STA: 67+33.94

STRIPING END
STA: 74+17.83

STRIPING END
STA: 60+73.09

STRIPING START
STA: 60+23.10

STRIPING START
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00
18+00
19+00
STA: 60+15.09

STRIPING END
STA: 59+85.10

STRIPING START
STA: 61+93.40

STRIPING START
STA: 62+23.40
STRIPING END SL115 SL116
0+00
1+00
2+00
2+50 SL117 SL118 SL119 SL120 SL121 SL122 SL123 SL124 SL125 SL126 SL127 SL128 SL129 SL130 SL131 SL132 SL133 DW60 DW61 DW62 DW63 DW64 DW65 DW66 DW67 DW68 DW69 DW70 DW71 DW72 DW73 DW74 DW75 DW76 DW77 DW78 DW79 DW80 DW81 DW82 DW83 DW84 DW85 LAFAYETTE STREET 5' 5' 5' 5' 5' 5' 5' 5' 10' 9.7' 12.2' 10' 11.4' 12' 11.6' 12.1' 3' 3' 3.3' 2.9' 2.9' 3.2' 2.9'3.1' 8" W 6" W
6" W 8" W 8" W
12" W 12" W 12" W
8" W
6" W 12" W 12" W
6" W 12" W 12" W
8" W 12" W
6" W 12" W
15"SS 16"SS
15"SS
15"SS 16"SS 16"SS 16"SS
8"SS 16"SS
10"SS 12"SS 12"SS 12"SS 12"SS 12"SS
6"SS 6"SS SD
SD
SD
SD
SD
10"SD
SD
SD
SD8"SD 8"SD
10"SD
10"SD
SD
SD 60"SD
60"SD
60"SD
60"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH
TELE
TELE
TELE
TELE
TELE
TELE
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH
OH
OH
OH

OH OH OH
OH
OH
OH
OH
OH OH
OH
OH
OH
OH OH
OH
OH

SD SD OH
OH
OH

OHOH OH
OH
OH
X X X

B STREET

C STREET

ASH STREET

COURT STREET

D STREET

LAFAYETTE STREET MAIN STREET

WASHINGTON STREET
LAFAYETTE STREET 48' 54' 44' 15' 20' 8' 9.8' 8' 10' 10.1' 10.3' 8' 10' 8' 9.7' 10.2' 10' 8' 10' 8' 9.9' 10.1' 9.9' 8' 9.6' 8' 10.1' 10.2' 10' 23' FACE OF CURB TABLE CURVE # C35 C36 C37 C42 C43 C44 C45 C46 C58 C62 C77 C78 C79 C90 C91 C92 C93 C94 C95 C96 C97 C99 C114 LENGTH 23.49 12.16 17.51 18.07 15.52 17.96 21.67 19.45 9.73 11.90 57.98 166.35 175.95 9.70 9.69 24.93 12.67 12.21 9.60 9.59 19.22 18.02 52.48 RADIUS 12.00 10.00 9.00 15.00 8.00 15.00 11.00 10.00 5.00 10.00 57.00 40.00 40.00 15.00 15.00 9.00 15.00 10.00 15.00 15.00 57.00 15.00 57.00 DELTA 112°09'40" 69°38'38" 111°29'30" 69°02'09" 111°08'20" 68°37'08" 112°52'19" 111°27'49" 111°32'28" 68°10'15" 58°16'47" 238°16'47" 252°01'35" 37°02'37" 37°00'46" 158°43'00" 48°22'55" 69°59'12" 36°39'28" 36°38'16" 19°19'28" 68°48'57" 52°45'04" CHORD BEARING N37°51'53"E 19.92' N51°26'09"W 11.42' N38°16'53"E 14.88' N51°38'59"W 17.00' N38°26'25"E 13.20' S51°31'06"E 16.91' N38°07'28"E 18.33' S38°13'11"W 16.53' S38°35'58"W 8.27' S51°55'05"E 11.21' S78°01'53"E 55.51' N11°58'07"E 69.87' N33°57'48"W 64.71' N75°41'20"E 9.53' N75°40'24"E 9.52' S6°27'43"E 17.69' S48°22'12"W 12.29' S59°10'21"W 11.47' N67°30'19"W 9.43' N67°29'42"W 9.43' N82°23'15"E 19.13' N51°12'31"W 16.95' S46°23'56"W 50.64' DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 73 27' 64+48.08 74 24' 65+03.38 75 6' 67+21.67 76 20' 68+25.46 77 18' 68+60.97 78 18' 68+95.43 79 20' 69+46.39 80 20' 69+74.28 81 25' 71+11.56 82 11' 73+77.01 83 10' 74+18.11 84 13' 74+31.45 85 28' 74+60.75 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 60 13' 60+59.30 61 28' 61+59.66 62 28' 62+08.24 63 22' 62+39.50 64 64' 61+85.72 65 12' 62+72.60 66 21' 63+89.15 67 20' 64+37.70 68 12' 66+00.24 69 8' 66+38.51 70 25' 66+65.77 71 20' 62+24.70 72 26' 63+10.74 NORTHING & EASTING TABLE POINT # 21222324252627282930318687 INTERSECTION INTX B ST INTX B ST INTX LAUREL ST END LAFAYETTE ST INTX LAFAYETTE ST INTX C ST BEGIN LAFAYETTE ST INTX LAFAYETTE ST INTX LAFAYETTE ST INTX ASH ST INTX COURT ST INTX WASHINGTON ST END WASHINGTON ST NORTHING 2171268.5335 2171267.7382 2171231.6709 2171343.2415 2171222.9482 2171217.7123 2171108.6068 2171138.2730 2171212.4385 2171196.7812 2171179.4634 2171346.3285 2171405.0251 EASTING 6341378.3894 6341389.2708 6341882.8288 6342390.0351 6342003.1120 6342075.2048 6341813.2949 6341908.7931 6342147.5388 6342364.6804 6342604.8502 6341354.2942 6341544.2514 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 115 60+26.95 (EXISTING) 116 61+27.64 (NEW) 117 61+74.42 (NEW) 118 62+83.52 (EXISTING) 119 61+71.19 (EXISTING) 120 62+86.59 (EXISTING) 121 64+17.01 (NEW) 122 66+16.05 (NEW) 123 65+95.95 (EXISTING) 124 66+16.49 (EXISTING) 125 67+50.67 (NEW) 126 67+71.25 (EXISTING) 127 69+16.28 (NEW) 128 70+21.45 (NEW) 129 70+50.84 (NEW) 130 72+36.95 (EXISTING) 131 71+96.39 (NEW) 132 73+55.93 (NEW) 133 74+73.93 (EXISTING) 21 EXISTING WHITE CURB PAINT 22 EXISTING YELLOW CURB PAINT 15 REMOVE EXISTING STRIPING BY GRINDING. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 74 TYPE 1 MAINTENANCE HOLE PER CITY OF STOCKTON STANDARD DRAWING NO. S-10. 75 TYPE 2 CURB INLET CATCH BASIN PER CITY OF STOCKTON STANDARD DRAWING NO. D-8. 76 12" STORM DRAIN PIPE 77 CUL-DE-SAC PER CITY OF STOCKTON STANDARD DRAWING NO. R-23. 78 COORDINATE DIRECTLY WITH BNSF RAILWAY TO REMOVE AND DISPOSE OF EXISTING RAILROAD SIGNAL LIGHTS 52 RIGHT OF WAY ACQUISITION REQUIRED 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 69 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 79 ABANDON RIGHT OF WAY 80 APPROXIMATE RIGHT OF WAY LINE. FURTHER DETAIL TO BE ADDRESSED IN FINAL DESIGN. 81 RIGHT OF WAY TO BE ACQUIRED AND THEN ABANDONED 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description LAUREL STREET 0' 25' 100' SCALE: 1"=50' 50' C3.5 PRECISE ROAD PLAN MAIN STREET STA 60+00 TO 75+00 FOR CONTINUATION SEE SHEET STATION 60+00 C3.4
FOR CONTINUATION SEE SHEET STATION 75+00 C3.6
GC2.2GC2.2
FOR CONTINUATION SEE SHEET STATION 60+00 C3.4
FOR CONTINUATION SEE SHEET STATION 75+00 C3.6 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' GC2.2GC2.2 19 25 23 23 22 21 20 20 19 19 19
2 C3.16
1 1
1 1
1 1
1 25 25 25 25 25 24 24 24 24 24 24 24 24 24 24 24 24 24 24 14 14 14 14 24 TYP. 15 55 STREET NAME SIGN (2) R1-1 57 BIKE ROUTE 55 55 W10-1 R2-1 (30 MPH) R1-1 55 57 R1-1 R1-1 55 R1-1 55 58 STREET NAME SIGN (2) R1-1 58 STREET NAME SIGN (2) R1-1 58 STREET NAME SIGN (2) R1-1 57 STREET NAME SIGN (2) 14 78 14 2 69 14 14 15 TYP. 14 24 77 24 7674 52 76 7575 24 74 24 3 C3.17
4 C3.17 77 52 32 24 2938 SF

UNION PACIFIC

RAILROAD

UNION PACIFIC
RAILROAD 2475 SF 80 80 80 80 79 7637 SF 81 725 SF
Exhibit 1
1613
6" W 12" W 12" W 12" W 12" W
6" W
6" W 12" W
6" W 12" W 12" W 12" W
6" W
6" W 12" W
8" W 12" W 12"SS 12"SS
6"SS 12"SS 12"SS 6"SS 6"SS
6"SS
8"SS
8"SS
18"SS
18"SS 12"SS 12"SS
12"SS12"SS
8"SS
6"SS18"SS
6"SS
6"SS 6"SS 18"SS 12"SS 12"SS
8"SS
18"SS
18"SS
18"SS
8"SS
18"SS
8"SS
6"SS
8"SS 12"SS 12"SS
6"SS 6"SS
60"SD
60"SD SD
SD
SD 10"SD 10"SD
10"SD
10"SD
SD
SD SD
SD
SD
SD
SD
10"SD
10"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH
TELE
OH
OH
OH

D STREET

SONORA STREET

E STREET

F STREET MARSH STREET

SHARON AVENUE MAIN STREET
STA:75+43.08
OFFSET:-27.64
STA:81+82.57
OFFSET:-27.33
STA:82+47.29
OFFSET:-27.73
STA:79+20.20
OFFSET:27.85
STA:79+91.89
OFFSET:28.12 32 34 35 37 38 40
STA:10+53.82 OFFSET:-19.26
STA:0+46.46
OFFSET:-27.75
STA:81+83.26
OFFSET:58.90
STA:88+89.81
OFFSET:52.11
STA:89+56.75
OFFSET:-27.60
STA:75+22.53
OFFSET:28.16
STA:75+49.64
OFFSET:28.17
STA:82+67.00
OFFSET:28.28
STA:84+09.52
OFFSET:27.98
STA:84+30.98
OFFSET:28.03
STA:84+16.47
OFFSET:-27.79
STA:84+32.36
OFFSET:-27.84
STA:1+66.80
OFFSET:-17.68 33 39
STA:89+59.75
OFFSET:28.31
STOP
STOP
STOP
STA:2+34.80
OFFSET:45.99
STA:80+92.75
OFFSET:28.29
STA:86+04.64
OFFSET:-27.88
STOP
STOP 36 41
C46 C47
C52
C53
C118 C119 C120 C121 C123 C125
C126
C127
C128 C129 C132
C133 C134 C135 C139
C140
C57
C41
C48
C49 C50 C59 C60
C61 C88 12' 12' 8'8' 12'8' 12' 8' 8' 12' 12' 8' 8' 12' 8' 12' 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 STA: 74+76.43

STRIPING END
STA: 75+45.44

STRIPING START
STA: 77+08.97

STRIPING START
STA: 77+60.97

STRIPING END
STA: 77+98.97

STRIPING END
STA: 81+52.54

STRIPING START
STA: 81+82.55

STRIPING END
STA: 82+52.73

STRIPING START
STA: 83+04.73

STRIPING END
STA: 83+12.73

STRIPING START
STA: 86+45.00

STRIPING END
STA: 89+56.74

STRIPING START
STA: 90+08.74

STRIPING END
STA: 90+16.74

STRIPING START
STA: 80+21.01

STRIPING START
STA: 80+51.01

STRIPING END
STA: 80+59.01

STRIPING START
STA: 81+11.01

STRIPING END
STA: 82+15.17

STRIPING START
STA: 82+45.17

STRIPING END
STA: 84+66.76

STRIPING START
STA: 84+96.76

STRIPING END
STA: 85+04.77

STRIPING START
STA: 85+56.77

STRIPING END
STA: 86+40.58

STRIPING START
STA: 86+70.58

STRIPING END
STA: 87+99.44
STA: 87+47.44

STRIPING END

STRIPING START
STA: 89+44.14
STA: 89+14.13

STRIPING END

STRIPING START
STA: 76+70.04

STRIPING END
STA: 77+68.97

STRIPING START
STA: 83+42.73

STRIPING END
STA: 86+15.00

STRIPING START
STA: 88+97.82

STRIPING END
STA: 87+10.58

STRIPING START
STA: 87+40.58

STRIPING END
10+00
11+00
12+00
13+00
14+00
0+10
1+00
2+00
3+00
4+00
STA: 75+97.44

STRIPING END
STA: 76+40.03

STRIPING START
STA: 87+08.54

STRIPING START
STA: 87+60.54

STRIPING END
STA: 87+68.54

STRIPING START
STA: 87+98.54

STRIPING END
STA: 88+67.82
STRIPING START SL134 SL135 SL136 SL137 SL138 SL139 SL140 SL141 SL142 SL143 SL144 SL145 SL146SL147 SL148 SL149 DW86 DW87 DW88 DW89 DW90 DW91 DW92 DW93 DW94 DW95 DW96 DW97 DW98 DW99 DW100 DW101 DW102 DW103 DW104 5' 5' 5' 5' 5' 5' 5' 5' 5' 12' 12' 8'8' 5' 12' 12.2' 12' 9.8' 12' 11.8' 12.2' 9.8' 11.9' 8.5' 2.9' 3.2' 3.3' 3.1' 2.8' 2.9' 3.2' 2.6' 3.1' 2.8' X X

X X X X X X X X

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

X X X X
6" W 12" W 12" W 12" W 12" W
6" W
6" W 12" W
6" W 12" W 12" W 12" W
6" W
6" W 12" W
8" W 12" W 12"SS 12"SS
6"SS 12"SS 12"SS 6"SS 6"SS
6"SS
8"SS
8"SS
18"SS 12"SS 12"SS
12"SS12"SS
8"SS
6"SS18"SS
6"SS 6"SS 18"SS 12"SS 12"SS
8"SS
18"SS
18"SS
18"SS
8"SS
18"SS
8"SS
6"SS
8"SS 12"SS 12"SS
6"SS 6"SS
60"SD
60"SD
SD
SD
SD 10"SD 10"SD
10"SD
10"SD
SD
SD
SD
SD
SD
SD
10"SD
10"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH
TELE
OH
OH
OH

D STREET

SONORA STREET

E STREET

F STREET MARSH STREET
SHARON AVENUE MAIN STREET 8' 10.4' 8' 9.8' 8' 9.9' 8' 9.9' 10.1' 9.9' 8' 9.7' 8' 9.8' 10.1' 10.1' 8' 10' 8' 9.8' 10' 10.1' 9.9' 10' 16' 18' 15' 19' 79' 8' 9.9' 8' 9.9' 10.1' 10' FACE OF CURB TABLE CURVE # C41 C46 C47 C48 C49 C50 C52 C53 C57 C59 C60 C61 C88 C118 C119 LENGTH 20.16 19.45 22.41 20.16 17.96 7.85 17.81 15.40 15.69 10.69 18.84 5.83 13.85 9.65 9.65 RADIUS 20.00 10.00 20.00 20.00 15.00 5.00 12.00 13.00 13.00 5.50 12.00 10.00 5.00 15.00 15.00 DELTA 57°45'09" 111°27'49" 64°11'49" 57°44'59" 68°36'20" 89°55'44" 85°03'29" 67°53'08" 69°08'41" 111°18'44" 89°57'59" 33°23'08" 158°43'17" 36°52'12" 36°52'12" CHORD BEARING S78°23'49"E 19.32' S38°13'11"W 16.53' S54°06'07"E 21.26' S78°23'44"E 19.32' N38°25'37"E 16.91' N40°50'25"W 7.07' S52°10'03"W 16.22' S51°21'00"E 14.52' S51°30'27"E 14.75' N38°22'04"E 9.08' N62°16'18"W 16.97' N65°08'37"E 5.74' S6°36'56"E 9.83' N67°36'40"W 9.49' N67°36'40"W 9.49' FACE OF CURB TABLE CURVE # C120 C121 C123 C125 C126 C127 C128 C129 C132 C133 C134 C135 C139 C140 LENGTH 14.92 39.41 7.96 7.97 27.58 9.48 15.24 9.67 9.65 17.35 7.85 7.95 10.20 10.68 RADIUS 10.00 35.00 10.00 10.00 10.00 15.00 15.00 15.00 15.00 15.00 10.00 10.00 15.00 10.00 DELTA 85°27'33" 64°30'26" 45°35'39" 45°38'32" 158°02'13" 36°11'49" 58°12'56" 36°56'34" 36°51'44" 66°15'41" 45°00'00" 45°34'23" 38°57'42" 61°11'19" CHORD BEARING S51°13'27"W 13.57' S40°44'54"W 37.36' S71°23'54"W 7.75' S71°25'21"W 7.76' S6°47'08"E 19.63' N53°53'15"E 9.32' N64°53'48"E 14.59' N67°55'20"W 9.50' N67°52'55"W 9.48' S60°33'22"W 16.40' S49°55'32"W 7.65' N71°14'14"E 7.75' N52°18'33"E 10.00' N63°25'22"E 10.18' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 134 75+47.72 (EXISTING) 135 76+65.17 (NEW) 136 77+76.64 (EXISTING) 137 77+82.35 (EXISTING) 138 79+40.60 (NEW) 139 80+63.58 (NEW) 140 82+26.15 (EXISTING) 141 82+62.61 (NEW) 142 84+11.70 (EXISTING) 143 84+32.72 (EXISTING) 144 85+67.72 (EXISTING) 145 86+40.57 (NEW) 146 87+70.02 (EXISTING) 147 87+87.07 (NEW) 148 89+58.14 (NEW) 149 89+01.68 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 86 14' 75+82.06 87 10' 76+30.21 88 20' 77+15.25 89 36' 78+79.87 90 25' 78+68.59 91 19' 80+79.36 92 20' 81+43.41 93 10' 81+73.10 94 24' 82+96.54 95 12' 82+88.32 96 16' 83+91.76 97 12' 84+49.23 98 12' 84+75.00 99 17' 85+34.15 100 18' 85+94.67 101 8' 86+70.74 102 11' 87+17.87 103 17' 88+25.90 104 31' 88+72.11 NORTHING & EASTING TABLE POINT # 32333435363738394041 INTERSECTION INTX SONORA ST END SONORA ST INTX MCDONELL AVE INTX E ST INTX MARSH ST INTX SHARON AVE INTX MARSH ST END MARSH ST INTX F ST INTX ALMA ST NORTHING 2171161.4742 2171268.0606 2171136.5286 2171115.5919 2171111.7369 2171090.4392 2171087.4982 2171206.2502 2171064.5998 2171062.3377 EASTING 6342854.3318 6343197.1669 6343200.2865 6343490.6452 6343544.1057 6343839.4735 6343880.2600 6344262.2259 6344197.8232 6344229.1934 73 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 18 EXISTING ACCESSIBLE RAMP 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT INSTALL TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 29 REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 9 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 15 REMOVE EXISTING STRIPING BY GRINDING. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 21 EXISTING WHITE CURB PAINT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description

MARSH STREET
ALMA STREET 0' 25' 100' SCALE: 1"=50' 50' C3.6 PRECISE ROAD PLAN MAIN STREET STA 75+00 TO 90+00 FOR CONTINUATION SEE SHEET STATION 75+00 C3.5
FOR CONTINUATION SEE SHEET STATION 90+00 C3.7
GC2.2GC2.2 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50'GC2.2GC2.2 FOR CONTINUATION SEE SHEET STATION 75+00 C3.5
FOR CONTINUATION SEE SHEET STATION 90+00 C3.7 25 19 23 20 23 20 21 3 C3.16
4 C3.16
1 1 1
1 25 25 25
MARSH STREET 24 24

ALMA STREET
McDONELL AVENUE 24 73 29 18 18 18 24 24 24 24 24 24 24 24 24 24 24 24 14 14 14 14 9 6 19 6 TYP. 15 15 TYP. TYP. 15 24 24 24 55 R9-3 R9-3cP 58 STREET NAME SIGN (2) R1-1 55 W11-2 57 STREET NAME SIGN (2) R1-1 57 BIKE ROUTE 19 BIKE ROUTE 57 55 STREET NAME SIGN (2) R1-1 55 STREET NAME SIGN (2) R1-1 19 55 STREET NAME SIGN (2) R1-1 57 R6-1 57 NO PARKING R1-1 58 55 STREET NAME SIGN (2) R1-1 R1-1 58 STREET NAME SIGN57 24 24 2 C3.17
Exhibit 1
1614
STOP 12" W 12" W 12" W 12" W
6" W 12" W 8" W
6" W
6" W 8" W 8" W 12"SS 6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
8"SS 12"SS 12"SS 12"SS 12"SS 8"SS
8"SS
8"SS
10"SD
SD
SD
10"SD
SD SD
10"SD
SD SD
18"SD 15"SD 15"SD 21"SD
SD
15"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH
OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH MAIN STREET 8' 10' 8' 10.4' 8'12.9' 8' 9.8' 10' 8' 10.1' 8' 10.4' 9.7' 10' 8' 10.1' 8' 10.1' 10.2' 10.2' 11' 13.1' 10.8' 16' 113' 69' 51' 5' 8' 12.9' 8' 13.9' 10.5' 10.3'

SEARCHLIGHT AVENUE

SULLIVAN AVENUE
BURKETT AVENUE 12' 12' 10' FACE OF CURB TABLE CURVE # C63 C64 C65 C131 C136 C137 C141 C142 C143 C144 C146 C147 C148 C149 C150 C151 C155 C156 C157 LENGTH 29.26 23.88 23.45 62.32 1.48 90.32 3.08 20.09 19.85 15.04 19.78 14.35 19.79 8.04 10.39 14.29 14.20 22.56 23.43 RADIUS 15.00 20.00 20.00 52.00 178.00 50.00 1.00 70.54 63.23 50.50 70.50 50.50 70.50 71.50 101.50 98.50 50.50 52.37 100.47 DELTA 111°45'10" 68°24'31" 67°10'46" 68°39'59" 0°28'31" 103°29'36" 176°35'50" 16°19'01" 17°59'03" 17°03'45" 16°04'41" 16°16'37" 16°05'02" 6°26'42" 5°51'56" 8°18'40" 16°06'34" 24°41'13" 13°21'34" CHORD BEARING S38°35'16"W 24.83' S51°14'05"E 22.49' N50°41'12"W 22.13' S51°36'51"E 58.66' S9°43'00"E 1.48' S42°16'04"W 78.53' S5°07'32"W 2.00' N78°47'49"E 20.02' S73°48'08"E 19.76' N3°42'32"E 14.98' N10°46'49"W 19.72' N88°21'28"W 14.30' N13°48'52"E 19.73' N7°47'38"W 8.04' N12°19'53"W 10.39' S13°17'20"E 14.28' S5°45'37"W 14.15' S74°50'19"E 22.39' N79°27'34"E 23.37' DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 105 26' 90+66.54 106 20' 92+90.70 107 20' 93+41.10 108 30' 92+91.69 109 55' 94+79.10 110 30' 95+90.41 111 14' 96+20.17 112 20' 96+65.67 113 27' 97+73.89 114 35' 98+42.18 115 28' 98+42.77 116 20' 99+46.19 117 20' 100+47.76 118 11' 101+36.34 119 21' 101+94.79 120 10' 102+38.92 121 10' 103+02.67 122 15' 101+92.76 123 10' 102+87.30 124 9' 103+32.99 125 20' 104+54.41 NORTHING & EASTING TABLE POINT # 4243444546 INTERSECTION INTX SEARCHLIGHT AVE INTX FILBERT ST INTX FILBERT ST INTX SULLIVAN AVE INTX BURKETT AVE NORTHING 2171046.1783 2171017.4186 2171011.7184 2170987.4873 2170955.9308 EASTING 6344453.3005 6344852.1513 6344931.2036 6345267.2499 6345704.8881 STOP
STOP 12" W 12" W 12" W 12" W
6" W
8" W 12" W 8" W
6" W
6" W 8" W 8" W 12"SS 6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
8"SS 12"SS 12"SS 12"SS 12"SS 8"SS
8"SS
8"SS
SD
10"SD
SD
SD
SD
10"SD
SD SD
10"SD
10"SD
SD SD
18"SD 15"SD 15"SD 21"SD
SD
15"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OH

OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH
OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH

OH MAIN STREET
STA:103+90.60
OFFSET:-30.89
STA:104+71.32
OFFSET:-30.77
STA:104+31.83
OFFSET:33.03 42 43 45 46
OFFSET:-27.60
STA:95+40.33
OFFSET:-27.71
STA:97+07.85
OFFSET:-28.02
STA:95+42.05
OFFSET:28.33
STA:97+35.51
OFFSET:28.45 39
YIELD
YIELD
YIELD 44
STA:99+10.17
OFFSET:33.00
STA:99+23.52
OFFSET:32.96
STA:99+87.19
OFFSET:32.81
STA:101+66.71
OFFSET:33.22
STA:102+19.12
OFFSET:33.30
C63
C64 C65
C141
C142 C143
C144
C146 C147
C148 C149 C150 C151
C155
C156 C157
C168
C169 C178
C170
C158
C159
C160 C161
C162 C163
C164 C165
C166 C167C179
C180
C181 C131 C136
C137 8' 12' 12' 8' 8' 12' 12' 8' 12' 8' 12' 8' 8' 12' 12' 8' 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 STA: 90+08.74

STRIPING END
STA: 90+16.74

STRIPING START
STA: 90+46.73

STRIPING END
STA: 95+18.92

STRIPING START
STA: 95+49.42

STRIPING END
STA: 97+42.82

STRIPING START
STA: 97+72.82

STRIPING END
STA: 103+60.62

STRIPING START
STA: 103+90.62

STRIPING END
STA: 104+72.45

STRIPING START
STA: 105+24.45

STRIPING END
STA: 90+70.87

STRIPING START
STA: 91+08.87

STRIPING START
STA: 91+00.87

STRIPING END
STA: 91+60.87

STRIPING END
STA: 92+49.02

STRIPING START
STA: 92+79.52

STRIPING END
STA: 94+68.73

STRIPING START
STA: 94+98.73

STRIPING END
STA: 97+04.29

STRIPING START
STA: 97+34.78

STRIPING END
STA: 99+08.15

STRIPING START
STA: 99+38.15

STRIPING END
STA: 99+46.15

STRIPING START
STA: 99+98.15

STRIPING END
STA: 100+76.81

STRIPING START
STA: 101+05.77

STRIPING END
STA: 103+38.81

STRIPING START
STA: 103+68.81

STRIPING END
STA: 103+76.81
STA: 104+28.81

STRIPING END

STRIPING START
STA: 105+10.71

STRIPING START
STA: 95+06.73

STRIPING START
STA: 95+67.73

STRIPING END
STA: 96+79.34

STRIPING START
STA: 97+34.81

STRIPING END
14+00 SL150 SL151 SL152 SL153 SL154 SL155 SL156 SL157 SL158 SL159 SL160 SL161 DW105 DW106 DW107 DW108 DW109 DW110 DW111 DW112 DW113 DW114 DW115 DW116 DW117 DW118 DW119 DW120 DW121 DW122 DW123 DW124 DW125 5'5' 5' 5' 6'6' 6' 6' 11.7'8.4' 9.5' 12.2' 7.8' 7.3' 6.5' 6' 3.1' 3' 3' 3' 5.7' 5.9' 5.9' 6'

SEARCHLIGHT AVENUE

SULLIVAN AVENUE
BURKETT AVENUE FACE OF CURB TABLE CURVE # C158 C159 C160 C161 C162 C163 C164 C165 C166 C167 C168 C169 C170 C178 C179 C180 C181 LENGTH 9.95 70.30 16.37 13.44 32.04 5.58 23.87 12.66 28.39 52.73 3.09 13.32 3.09 3.54 20.58 46.64 4.32 RADIUS 15.00 70.00 15.00 50.50 70.50 100.00 65.50 180.00 100.00 180.00 1.00 11.41 1.00 200.00 183.00 42.71 10.00 DELTA 37°59'26" 57°32'32" 62°32'48" 15°14'55" 26°02'09" 3°11'46" 20°52'55" 4°01'48" 16°16'03" 16°47'08" 177°10'39" 66°52'22" 176°48'21" 1°00'51" 6°26'38" 62°33'47" 24°46'16" CHORD BEARING S66°50'52"E 9.76' S19°04'53"E 67.38' S40°57'47"W 15.57' N83°00'03"W 13.40' S2°37'43"E 31.76' S8°47'28"W 5.58' N18°23'46"E 23.74' N5°56'25"E 12.66' S9°05'47"E 28.30' N8°53'46"W 52.54' N3°59'56"E 2.00' S49°56'25"E 12.58' N74°09'10"E 2.00' N14°45'26"W 3.54' S1°12'31"W 20.57' S37°53'43"W 44.35' S81°33'45"W 4.29' 18 EXISTING ACCESSIBLE RAMP 19 EXISTING BUS STOP SIGN KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 7 REMOVE AND DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 150 91+28.89 (NEW) 151 93+24.67 (NEW) 152 94+40.08 (NEW) 153 95+67.99 (NEW) 154 95+99.20 (NEW) 155 95+95.15 (EXISTING) 156 96+63.89 (NEW) 157 97+14.79 (NEW) 158 98+83.66 (NEW) 159 100+93.06 (NEW) 160 102+64.04 (NEW) 161 104+23.28 (NEW) REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. STANDARD SIDEWALK 9 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 23 EXISTING RED CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 15 REMOVE EXISTING STRIPING BY GRINDING. 20 EXISTING GREEN CURB PAINT 28 INSTALL NEW SIGN ON NEW SIGN POST. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 22 EXISTING YELLOW CURB PAINT 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 52 RIGHT OF WAY ACQUISITION REQUIRED 66 RELOCATE EXISTING BILLBOARD SIGN AND POST. 67 RELOCATE EXISTING FIRE HYDRANT. REMOVE AND REPLACE EXISTING WROUGHT IRON FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 6869 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 70 REMOVE AND DISPOSE OF EXISTING TREE, INCLUDING STUMP AND ROOTS 71 REMOVE AND DISPOSE OF EXISTING BOLLARDS, INCLUDING FOUNDATION 73 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.7 PRECISE ROAD PLAN MAIN STREET STA 90+00 TO 105+00 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' GC2.2GC2.2
HC2.2HC2.2
GC2.2GC2.2 23 23 23 47 23 20 22 19 19
6 C3.16
1 1
1 1
5 1
1 25 25 67 2524 24 24
HC2.2HC2.2
6 7
7 7
7 18 18 24 24 24 24 24 24 24 24 24 24 24 14 14 14 14
FOR CONTINUATION SEE SHEET STATION 90+00 C3.6
FOR CONTINUATION SEE SHEET STATION 105+00 C3.8
FOR CONTINUATION SEE SHEET STATION 90+00 C3.6
FOR CONTINUATION SEE SHEET STATION 105+00 C3.8

FILBERT STREET

FILBERT STREET
9 38 40 47 32 18 18 18 15 TYP. 28 R3-5 55 R2-1 (30 MPH) 55 STREET NAME SIGN (2) R1-1 55 55 STREET NAME SIGN (2) R1-124 MINUTE PARKING 55 R2-1 (35 MPH) 57 57 BIKE ROUTE BIKE ROUTE 58 55 STREET NAME SIGN (2) R1-1 R1-1 55 24 MINUTE PARKING 52 52 66 68 69 32 70 71 TYP. (5) 32 24 73 73 73 73 155 SF 318 SF Exhibit 1
1615
6" W 8" W 8" W 6" W 6" W 8" W 8" W 8" W 6" W 8" W 8" W 6" W 8" W 8" W 8" W 8" W 8"SS 8"SS 8"SS 12"SS 8"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 12"SS 10"SS 12"SS 12"SS 10"SS
6"SS
6"SS 21"SD
SD 15"SD 21"SD SD SD SD24"SD 24"SD 27"SD 54"SD
54"SD SD SD 54"SD 21"SD SD 24"SD 24"SD SD SD 27"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE E E E E E E E E E E E E E E E E E E E TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G G G G G G G G G G G G G G G G G G G G G G G OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH STA:107+22.25
OFFSET:-31.32
STA:110+55.37
OFFSET:-33.80 OH
STA:108+00.49
OFFSET:-31.33
STA:111+34.28
OFFSET:-31.53
STA:113+80.01
OFFSET:-31.95
STA:114+58.29
OFFSET:-31.91
STA:117+08.91
OFFSET:-32.18
STA:118+05.32
OFFSET:-32.25
STA:108+40.45
OFFSET:32.64
STA:111+69.25
OFFSET:32.54
STA:110+84.41
OFFSET:32.26
STA:114+18.08
OFFSET:32.06
STA:115+07.25
OFFSET:32.13
STA:117+18.55
OFFSET:32.03
STA:118+29.02
OFFSET:31.75 47 48 49 50 C66 C67 C69 C70 C71 C72 C73 C74 C75 C76 C68 C171 C172 C173 C174 8' 12' 12' 8' 8' 12' 12' 8' 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 STA: 105+24.45

STRIPING END
STA: 105+32.45

STRIPING START
STA: 105+57.45

STRIPING END
STA: 106+92.29

STRIPING START
STA: 107+22.27

STRIPING END
STA: 108+00.73

STRIPING START
STA: 108+52.73

STRIPING END
STA: 108+60.71

STRIPING START
STA: 108+90.72

STRIPING END
STA: 110+18.51

STRIPING START
STA: 110+48.50

STRIPING END
STA: 111+26.37

STRIPING START
STA: 111+78.37

STRIPING END
STA: 111+86.37

STRIPING START
STA: 112+16.38

STRIPING END
STA: 113+50.02

STRIPING START
STA: 113+80.02

STRIPING END
STA: 114+58.30

STRIPING START
STA: 115+10.30

STRIPING END
STA: 115+18.30

STRIPING START
STA: 115+48.30

STRIPING END
STA: 116+90.86

STRIPING START
STA: 117+20.86

STRIPING END
STA: 118+05.94

STRIPING START
STA: 118+52.24

STRIPING END
STA: 120+04.47

STRIPING START
STA: 105+10.71

STRIPING START
STA: 105+40.71

STRIPING END
STA: 106+66.15

STRIPING START
STA: 106+96.15

STRIPING END
STA: 107+04.14

STRIPING START
STA: 107+56.14

STRIPING END
STA: 108+40.44

STRIPING START
STA: 108+70.43

STRIPING END
STA: 109+94.45

STRIPING START
STA: 110+24.45

STRIPING END
STA: 110+32.43

STRIPING START
STA: 110+84.43

STRIPING END
STA: 111+69.23

STRIPING START
STA: 111+99.23

STRIPING END
STA: 113+23.36

STRIPING START
STA: 113+53.36

STRIPING END
STA: 113+61.35

STRIPING START
STA: 114+13.35

STRIPING END
STA: 114+96.25

STRIPING START
STA: 115+26.25

STRIPING END
STA: 116+74.87

STRIPING START
STA: 117+19.73

STRIPING END
STA: 119+81.27

STRIPING START
STA: 118+14.58
STA: 120+06.27

STRIPING END
STRIPING START SL162
STA: 118+46.11
STRIPING END SL163 SL164 SL165 SL166 SL167 SL168 SL169 SL170 SL171 DW126 DW127 SL172 DW128 DW129 DW130 DW131 DW132 DW133 DW134 DW135 DW136 DW137 DW138 DW139 DW140 DW141 DW142 DW143 DW144 DW145 DW146 DW147 DW148 DW149 DW150 6' 6' 6' 6' 5.6' 8.2' 6.3' 5.4' 8'6' 12' 12' 12' 6' 8' 12' 12' 6' 6' 7.5' 8' 8' 5.5' 6.2' 6' 8.2' 6' 6.1' 5.5' 5.9' 6' 6" W 8" W 8" W 6" W 6" W 8" W 8" W 8" W 6" W 8" W 8" W 6" W 8" W 8" W 8" W 8" W 8"SS 8"SS 8"SS 12"SS 8"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 12"SS 10"SS 12"SS 12"SS 10"SS
6"SS
6"SS 21"SD
SD 15"SD 21"SD SD SD SD24"SD 24"SD 27"SD 54"SD
54"SD SD SD 54"SD 21"SD SD 24"SD 24"SD SD SD 27"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE E E E E E E E E E E E E E E E E E E E TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G G G G G G G G G G G G G G G G G G G G G G G OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 8' 13.1' 8' 35' 11' 11' 12.8' 8' 13.6' 8' 10.8' 11.2' 12.8' 8' 13' 8' 10.9' 11' 13.3' 14.6' 11.9' 11.1' 11.8' 14.8' 13' FACE OF CURB TABLE CURVE # C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C171 C172 C173 C174 LENGTH 29.19 24.04 37.75 29.50 24.43 37.08 23.96 29.18 24.07 38.70 17.68 29.30 24.37 11.26 36.24 RADIUS 15.00 20.00 20.00 20.00 20.00 20.00 20.00 15.00 20.00 20.00 15.00 15.00 20.00 9.50 20.00 DELTA 111°30'09" 68°52'25" 108°08'24" 84°30'14" 69°58'52" 106°13'38" 68°37'41" 111°27'47" 68°56'33" 110°52'03" 67°32'14" 111°55'54" 69°49'10" 67°54'40" 103°49'09" CHORD BEARING S38°16'53"W 24.80' S51°46'39"E 22.62' S36°31'48"W 32.39' N28°29'21"E 26.90' S52°13'20"E 22.94' S38°36'55"W 31.99' S51°41'56"E 22.55' N38°24'39"E 24.79' S51°21'38"E 22.64' S38°45'24"W 32.94' S52°26'47"E 16.68' S38°23'05"W 24.86' S51°08'11"E 22.89' S51°15'35"E 10.61' S38°26'39"W 31.48' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 162 106+17.21 (NEW) 163 108+12.45 (NEW) 164 109+66.78 (NEW) 165 111+49.62 (NEW) 166 113+55.63 (NEW) 167 115+48.96 (NEW) 168 117+14.97 (EXISTING) 169 117+75.78 (EXISTING) 170 117+59.31 (EXISTING) 171 118+25.75 (EXISTING) 172 119+61.27 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 126 16' 105+72.97 127 10' 106+08.22 128 16' 105+78.92 129 12' 106+92.66 130 13' 109+50.83 131 19' 109+88.92 132 17' 110+18.80 133 17' 110+46.78 134 20' 111+77.99 135 20' 112+69.92 136 12' 113+00.56 137 25' 113+83.13 138 20' 114+87.33 NORTHING & EASTING TABLE POINT # 47484950 INTERSECTION INTX SHASTA AVE INTX DAVID AVE INTX RENDON AVE INTX GOLDEN GATE AVE NORTHING 2170932.2899 2170908.6489 2170885.0082 2170861.3679 EASTING 6346032.7501 6346360.6121 6346688.4701 6347016.3237 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 139 21' 115+45.16 140 9' 117+02.21 141 34' 115+85.66 142 21' 116+78.59 143 22' 116+99.98 144 12' 118+77.98 145 29' 119+46.34 146 20' 118+88.90 147 20' 119+19.03 148 25' 119+65.61 149 25' 120+10.79 150 15' 120+06.72 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 8 REMOVE EXISTING NO PARKING SIGN. STREET LIGHT AND POLE TO REMAIN. 10 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND POST TO REMAIN. 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 17 EXISTING NO PARKING SIGN 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 18 EXISTING ACCESSIBLE RAMP 52 RIGHT OF WAY ACQUISITION REQUIRED 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 41 REMOVE EXISTING GREEN CURB PAINT. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.8 PRECISE ROAD PLAN MAIN STREET STA 105+00 TO 120+00 FOR CONTINUATION SEE SHEET STATION 105+00 C3.7
FOR CONTINUATION SEE SHEET STATION 120+00 C3.9 MODIFIED SIGNALIZED INTERSECTION EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' FOR CONTINUATION SEE SHEET STATION 105+00 C3.7
FOR CONTINUATION SEE SHEET STATION 120+00 C3.9HC2.2 HC2.2 SHASTA AVE DAVID AVE RENDON AVE GOLDEN GATE AVENUE MAIN STREET 20 SHASTA AVE DAVID AVE RENDON AVE GOLDEN GATE AVENUE MAIN STREET 19 19 12 12 17 17 12 10 1 1 1 25 25 25 HC2.2 HC2.2 I C2.2 I C2.2 I C2.2 I C2.2 24 12 10 8 12 19 24 24 24 24 24 24 24 24 24 24 24 24 24 2414 14 19 18 24 52 52 57 15 MINUTE PARKING 55 R1-1 W4-4P 58 STREET NAME SIGN (2) R1-1 W4-4P 58 STREET NAME SIGN (2) R1-1 58 R1-1 55 STREET NAME SIGN (2) R1-1 58 R1-1 55 UNKNOWN SIGN 55 DIRECTIONAL SIGN 55 55 DIRECTIONAL SIGN 58 SURVEILLANCE SIGN STREET NAME SIGN (2) 24 24 41 R2-1 (35 MPH) 14 58 SF 15 SF Exhibit
1 1616
8" W 8" W 6" W 8" W 8" W 8" W
6" W 8" W 8" W
6" W 12"SS 12"SS 10"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 15"SD 15"SD SD SD 18"SD 18"SD SD SD 15"SD 21"SD SD 12"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE

TELE G G G G G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH STA:120+34.46
OFFSET:-32.43
STA:123+64.24
OFFSET:-33.02
STA:121+15.13
OFFSET:-32.62
STA:124+73.40
OFFSET:-32.99
STA:120+76.28
OFFSET:31.42
STA:124+82.05
OFFSET:31.76 51 52 53 54
STA:121+49.81
OFFSET:31.56
STA:124+07.87
OFFSET:31.05 C81 C84 C85C87 C124 C175 C176 C177 8' 12' 8' 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 STA: 120+04.47

STRIPING START
STA: 120+34.47

STRIPING END
STA: 121+15.09

STRIPING START
STA: 121+67.08

STRIPING END
STA: 121+75.11

STRIPING START
STA: 122+05.09

STRIPING END
STA: 123+45.27

STRIPING START
STA: 123+75.77

STRIPING END
STA: 124+73.21

STRIPING START
STA: 125+17.81

STRIPING END
STA: 126+64.09

STRIPING START
STA: 126+94.09

STRIPING END
STA: 127+81.37

STRIPING START
STA: 129+36.06

STRIPING END
STA: 119+81.27

STRIPING START
STA: 120+06.27

STRIPING END
STA: 120+14.44

STRIPING START
STA: 120+66.44

STRIPING END
STA: 121+49.80

STRIPING START
STA: 121+79.80

STRIPING END
STA: 123+26.37

STRIPING START
STA: 123+70.37

STRIPING END
STA: 124+72.00

STRIPING START
STA: 125+02.50

STRIPING END
STA: 126+39.65

STRIPING START
STA: 126+77.65

STRIPING START
STA: 126+69.65

STRIPING END
STA: 127+29.65
STRIPING END SL173 SL174 SL175 SL176 SL177 SL178 SL179 SL180 SL181 DW149 DW150 DW151 DW152 DW153 DW154 DW155 DW156 DW157 DW158 WINDSOR AVENUE NETHERTON AVENUE BROADWAY AVENUE 12' 12' 12' 8' 8' 12' 5.5' 5.3' 7'7.8' 12' 6' 6' 6' 6' 50' 145' 250' 12' 12' 8' 6' 6' 12' 8' 5' 7.1' 8" W 8" W 6" W 8" W 8" W 8" W 6" W 8" W 8" W
6" W 12"SS 12"SS 10"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 15"SD 15"SD SD SD 18"SD 18"SD SD SD 15"SD 21"SD SD 12"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
TELE G G G G G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH WINDSOR AVENUE NETHERTON AVENUE BROADWAY AVENUE 14.5' 11.5' 14.5' 12' 14' 12.1' 14.3' 14' 12' 14.4' 11.7' 14' 12' 14.1' 12' 11.8' 12' 146' 11' 12' 11.2' FACE OF CURB TABLE CURVE # C81 C84 C85 C87 C124 C175 C176 C177 LENGTH 38.84 17.83 30.22 28.49 18.22 29.07 17.99 18.22 RADIUS 20.00 15.00 19.50 20.00 15.00 15.00 15.00 15.00 DELTA 111°16'05" 68°07'08" 88°47'49" 81°37'53" 69°36'23" 111°02'38" 68°43'54" 69°36'23" CHORD BEARING S38°24'41"W 33.02' S52°15'48"E 16.80' S46°23'35"W 27.29' N41°37'47"E 26.15' S51°24'42"E 17.12' S38°29'19"W 24.73' N51°37'25"W 16.93' N51°24'42"W 17.12' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 173 121+57.24 (NEW) 174 123+61.85 (EXISTING) 175 124+30.63 (EXISTING) 176 124+17.84 (EXISTING) 177 124+83.22 (EXISTING) 178 126+92.28 (EXISTING) 179 128+34.86 (EXISTING) 180 130+74.84 (NEW) 181 130+19.57 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 149 25' 120+10.79 150 15' 120+06.72 151 34' 121+95.97 152 23' 125+26.28 153 18' 125+97.87 154 30' 126+64.92 155 17' 125+87.90 156 28' 126+42.18 157 26' 126+99.15 158 33' 129+51.26 NORTHING & EASTING TABLE POINT # 51525354 INTERSECTION INTX WINDSOR AVE INTX NETHERTON AVE INTX BROADWAY AVE END ALIGNMENT NORTHING 2170837.7260 2170814.0851 2170790.4441 2170765.5068 EASTING 6347344.1980 6347672.0599 6347999.9219 6348345.7622 KEY NOTES 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 10 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND POST TO REMAIN. REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND SIGNAL LIGHT TO REMAIN. 1117 EXISTING NO PARKING SIGN 16 REMOVE EXISTING PARKING SPACES 19 EXISTING BUS STOP SIGN 21 EXISTING WHITE CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 28 INSTALL NEW SIGN ON NEW SIGN POST. 30 INSTALL NEW SIGN ON EXISTING STREET LIGHT 18 EXISTING ACCESSIBLE RAMP 15 REMOVE EXISTING STRIPING BY GRINDING. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.9 PRECISE ROAD PLAN MAIN ST. STA 120+00 TO 131+00 FOR CONTINUATION SEE SHEET STATION 120+00 C3.8 I C2.2 I C2.2 MODIFIED SIGNALIZED INTERSECTION EXISTING CONDITIONS 1" = 50'PRECISE ROAD PLAN 1" = 50' MAIN STREETFOR CONTINUATION SEE SHEET STATION 120+00 C3.8 28 25 21 19 19 12 12 12 5 C3.16 25 I C2.2 I C2.2 12 10 17 28 R3-7 W73A (CA) 28 W74 (CA) 28 24 24 30 R81 R81A (CA) R81 R81B (CA) 10 11 11 5 NOTE: STRIPING EAST OF BROADWAY AVENUE IS SUBJECT TO CHANGE. STRIPING LAYOUT SHALL BE COORDINATED WITH SAN JOAQUIN COUNTY. 16 24 24 24 24 24 24 24 24 I C2.2 I C2.2 I C2.2 I C2.2 MAIN STREET 18 18 18 18 15 TYP. 12 58 SW24-3 (CA) 58 R1-1 58 STREET NAME SIGN (2) R1-1 55 END SCHOOL ZONE 55 R1-1 55 S1-1 S4-3P 55 STREET NAME SIGN (2) R1-1 WELCOME TO STOCKTON SISTER CITIES 24 TYP.

Exhibit
1 1617
6"SS 6"SS 18"SS 18"SS
6"SS
6"SS
12"SD
18"SD 12"SD 55 56
STA:-17+76.53
OFFSET:-19.46
STA:-17+69.14
OFFSET:-19.56
STA:-15+96.05
OFFSET:-19.83
STA:-15+54.01
OFFSET:-20.27
STA:-15+36.72
OFFSET:-19.99
STA:-17+76.20
OFFSET:20.57
STA:-17+51.58
OFFSET:20.76
STA:-16+84.24
OFFSET:20.78
STA:-16+57.49
OFFSET:20.68 -19+00 -18+00 -17+00 -16+00 -15+00
STA: -15+24.46

STRIPING START
STA: -17+81.56

STRIPING START
STA: -17+51.56
STRIPING END SL182 SL183 SL184 SL185 SL186 SL187 SL188 SL189 SL190 SL191 SL192 SL193 DW159 DW160 DW161 CENTER STREET MARKET STREET 8.1' 12' 5' 6'10.5' 9.6' 9.4' 9.6' 6"SS 6"SS 18"SS 18"SS 6"SS
6"SS
12"SD
18"SD 12"SD
CENTER STREET MARKET STREET 6' 11' 16' 5'7'2' 8' 11.9' 12.2' 8.3' NORTHING & EASTING TABLE POINT # 5556 INTERSECTION BEGIN ALIGNMENT INTX CENTER ST NORTHING 2169863.5008 2169889.7086 EASTING 6333523.5425 6333651.0675 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 182 -18+81.43 (EXISTING) 183 -18+75.10 (EXISTING) 184 -18+52.92 (EXISTING) 185 -17+91.31 (EXISTING) 186 -18+53.18 (EXISTING) 187 -17+91.55 (EXISTING) 188 -17+59.01 (R&R) 189 -17+64.86 (R&R) 190 -16+62.79 (EXISTING) 191 -16+28.95 (R&R) 192 -16+28.90 (R&R) 193 -15+01.42 (R&R) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 159 34' -17+43.12 160 34' -16+94.62 161 26' -16+47.56 24 PAINT CURB RED 23 EXISTING RED CURB PAINT KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 47 REMOVE EXISTING RED CURB PAINT 48 NEW SIGN ON NEW STREET LIGHT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 59 EXISTING PAY STATION. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.10 PRECISE ROAD PLAN MARKET STREET STA -19+50 TO -15+00 FOR CONTINUATION SEE SHEET STATION -15+00 C3.11 MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION -15+00 C3.11 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' 2 2 2 2 2 2 2 23 23 23 23 35 35 35 36 36 36 37 2347 24 24 J C2.2 J C2.2 J C2.2 J C2.2 48 R81 (CA) R81A (CA) R4-1 55 R4-1 55 56 R31 (CA) 55 PAY AT MACHINE SIGN 55 PAY STATION SIGN 56 R31 (CA) 55 PAY AT MACHINE SIGN PAY STATION SIGN55 55 R31 (CA) 55 PAY AT MACHINE SIGN 56 R3-1 R31 (CA) 59 59 24 Exhibit
1 1618
12"SS
8"SS
6"SS 14"SS 6"SS 6"SS
8"SS
8"SS 14"SS 14"SS 6"SS 14"SS
6"SS 6"SS 14"SS 14"SS 14"SS 6"SS 6"SS
6"SS
12"SS
6"SS
12"SS
18"SD 12"SD
10"SD 12"SD 12"SD 12"SD 10"SD 15"SD 15"SD 15"SD
21"SD 27"SD
6"SD 8"SD 12"SD SD SD
SD 57 58 59 60
STA:-13+64.70
OFFSET:-20.72
STA:-12+57.23
OFFSET:-20.79
STA:-5+85.99
OFFSET:-20.73
STA:-4+35.13
OFFSET:-20.52
STA:-13+95.16
OFFSET:20.45
STA:-13+50.34
OFFSET:20.35
STA:-12+56.93
OFFSET:20.42
STA:-12+39.22
OFFSET:20.38
STA:-12+09.08
OFFSET:20.40
STA:-11+86.52
OFFSET:20.38
STA:-11+45.69
OFFSET:20.41
STA:-11+14.01
OFFSET:20.25
STA:-7+81.81
OFFSET:20.16
STA:-7+76.26
OFFSET:20.16 -15+00 -14+00 -13+00 -12+00 -11+00 -10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 STA: 0+08.74

STRIPING START
STA: -2+47.35

STRIPING START
STA: -3+72.43

STRIPING START
STA: -6+29.19

STRIPING START
STA: -7+56.51

STRIPING START
STA: -10+13.43

STRIPING START
STA: -11+96.81

STRIPING START
STA: -11+58.81

STRIPING START
STA: -13+97.83

STRIPING START
STA: -2+17.35

STRIPING END
STA: -3+31.48

STRIPING END
STA: -5+99.19

STRIPING END
STA: -7+15.04

STRIPING END
STA: -9+83.43 SL193
STA: -14+83.25

STRIPING END
STA: -13+67.83

STRIPING END
STA: -11+66.81

STRIPING END
STA: -11+06.81

STRIPING END
STRIPING END SL194 SL195 SL196 SL197 SL198 SL199 SL200 SL201SL202 SL203 SL204 SL205SL206 SL207 SL208 SL209 SL210 SL211 SL212 SL213 SL214 SL215 SL216 SL217 SL218 SL219 SL220 SL221 SL222 SL223 SL224 SL225 SL226 SL227 SL228 SL229 SL230 SL231 SL232 SL233 SL234 DW162 DW163 MARKET STREET

SUTTER STREET

SAN JOAQUIN STREET

HUNTER STREET
EL DORADO STREET 12' 6.3' 6' 9' 9.8' 9.1' 5.9' 9.3' 9.8' 10.1' 8.9' 6' 5.1'10' 6' 6' 7.9' 9.6' 17' 12' 8.5' 17.2' 8.1' 12' 8.2' 12' 12"SS 8"SS
6"SS 14"SS 6"SS 6"SS
8"SS
8"SS 14"SS 14"SS 6"SS 14"SS
6"SS 6"SS 14"SS 14"SS 14"SS 6"SS 6"SS
6"SS
12"SS
6"SS
12"SS
18"SD 12"SD
10"SD 12"SD 12"SD 12"SD 10"SD 15"SD 15"SD 15"SD
21"SD 27"SD
6"SD 8"SD 12"SD SD SD

SD MARKET STREET

SUTTER STREET

SAN JOAQUIN STREET
HUNTER STREET 27'
EL DORADO STREET 23' 19' 27' 20' 9' 13' 23' 42' 6' 16' 44' 49' 16' 17'10' 84' 15' 11' 24' 82' 76' 19' 38' 16' 12.3' 7.8' 12.5' 8.2' 12.5' 8.1' 17.2' 13.1' 8.3' 12.6' 8.3' 12.2' 11.9' 7.8' 17.5' 13' 28' 24' 9' NORTHING & EASTING TABLE POINT # 57585960 INTERSECTION INTX EL DORADO ST INTX HUNTER ST INTX SAN JOAQUIN ST INTX SUTTER ST NORTHING 2169967.9762 2170044.6370 2170125.1587 2170199.6197 EASTING 6334031.9109 6334404.9359 6334796.7475 6335159.0688 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 193 -15+01.42 (R&R) 194 -14+86.93 (R&R) 195 -14+68.59 (EXISTING) 196 -14+68.40 (EXISTING) 197 -14+06.74 (EXISTING) 198 -14+06.99 (EXISTING) 199 -13+72.33 (R&R) 200 -13+68.40 (R&R) 201 -12+31.34 (R&R) 202 -12+44.38 (R&R) 203 -11+18.31 (R&R) 204 -11+18.96 (R&R) 205 -10+84.50 (EXISTING) 206 -10+84.74 (EXISTING) 207 -10+23.85 (EXISTING) 208 -9+88.70 (R&R) 209 -9+62.86 (EXISTING) 210 -9+28.83 (EXISTING) 211 -8+90.17 (EXISTING) 212 -9+04.44 (EXISTING) 213 -8+61.48 (R&R) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 162 13' -9+45.30 163 10' -8+75.86 33 EXISTING BLUE CURB PAINT 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 214 -8+09.17 (EXISTING) 215 -7+34.63 (R&R) 216 -7+03.57 (EXISTING) 217 -6+27.61 (EXISTING) 218 -5+96.29 (R&R) 219 -5+22.11 (EXISTING) 220 -4+87.06 (R&R) 221 -3+54.77 (R&R) 222 -3+30.23 (EXISTING) 223 -3+16.79 (EXISTING) 224 -2+61.48 (EXISTING) 225 -3+11.50 (EXISTING) 226 -2+37.07 (EXISTING) 227 -1+83.90 (EXISTING) 228 -1+61.84 (EXISTING) 229 -1+47.54 (EXISTING) 230 -1+59.19 (EXISTING) 231 -0+42.45 (EXISTING) 232 -0+35.43 (EXISTING) 233 -0+13.47 (EXISTING) 234 -0+33.00 (EXISTING) 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 21 EXISTING WHITE CURB PAINT 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 47 REMOVE EXISTING RED CURB PAINT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 59 EXISTING PAY STATION. 17 EXISTING NO PARKING SIGN 41 REMOVE EXISTING GREEN CURB PAINT. 50 REMOVE EXISTING YELLOW CURB PAINT 51 PAINT CURB YELLOW 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.11 PRECISE ROAD PLAN MARKET STREET STA -15+00 TO 0+00 FOR CONTINUATION SEE SHEET STATION -15+00 C3.10 MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION -15+00 C3.10 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION 00+00 C3.12 2 2 2 2 2 2 2 2 2 2 2 2 2 23 50 47 23 22 23 23 23 22 22 23 20 21 23 23 22 47 33 47 21 23 23 20 23 21 35 36 36 36 36 37 47 41 24 24 24 24 J C2.3 J C2.3 J C2.3 J C2.3 KC2.3 KC2.3 KC2.3 KC2.3 FOR CONTINUATION SEE SHEET STATION 00+00 C3.12 24 24 12 57 12 23 7'5' 24 55 R6-1 PAY AT MACHINE SIGN 55 R31 (CA) 55 STREET NAME SIGN (2) R6-1 55 55 56 R31 (CA) PAY AT MACHINE SIGN 55 PAY AT MACHINE SIGN 56 R31 (CA) 56 PAY STATION SIGN R31 (CA) 55 55 56 55 PAY STATION SIGN R31 (CA) W3-156 W3-1 R31 (CA) 55 55 R31 (CA) 55 PAY AT MACHINE SIGN 56 R1-1 R1-3P 55 PAY AT MACHINE SIGN 55 R6-1 R3-2 55 R1-1 R1-3P R6-1 55 PAY AT MACHINE SIGN 55 STREET NAME SIGN (2) R1-1 R3-2 PAY BY LICENSE PLATE SIGN 55 PAY AT MACHINE SIGN 55 R6-1 R5-1 56PAY AT MACHINE SIGN SURVEILLANCE SIGN 55 ACCESSIBILITY SIGN 55 55 R31 (CA) 55 R31 (CA) 55 PAY STATION SIGN 55 R25C (CA) 56 R25C (CA) R6-1 55 55 PAY AT MACHINE SIGN 55 S1-1 S4-3P R31 (CA) 55 R6-1 55 R99C (CA) 55 R99C (CA) PAY AT MACHINE SIGN 55 PAY AT MACHINE SIGN 55 PAY STATION SIGN 55 PAY STATION SIGN 56 R31 (CA) PARKING SIGN 55 PAY AT MACHINE SIGN 5555 55 R6-1 R31 (CA) R3-1 55 R6-1 R32 (CA) 55 17 17 17 55 SR58 (CA) 59 59 59 59 59 BLANK SIGN 51 25 25 25 25 25 Exhibit
1 1619
12" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W 6" W
8" W 4" W
8" W
8"SS 12"SS 12"SS
8"SS 12"SS
6"SS 12"SS 6"SS 12"SS 6"SS 12"SS 6"SS
10"SS 12"SS
24"SS
8"SS 10"SS 10"SS
12"SD SD SD 12"SD 12"SD 24"SD 24"SD
SD SD
12"SD 27"SD SD 12"SD 24"SD 24"SD SD SD 24"SD
10"SD
SD
SD 24"SD 24"SD 24"SD
18"SD 8"SD G
33" W 62 61 63 64
STA:11+92.35
OFFSET:21.28
STA:13+12.46
OFFSET:20.65
STA:11+90.69
OFFSET:-20.79 STOP
STA:13+25.69
OFFSET:-19.73 STOP
STA:2+64.98
OFFSET:-20.23
STA:2+77.98
OFFSET:-20.13
STA:6+29.72
OFFSET:-20.26
STA:6+41.72
OFFSET:-20.16
STA:7+48.85
OFFSET:-19.24
STA:8+09.89
OFFSET:-18.72
STA:9+99.70
OFFSET:-20.93
STA:10+07.41
OFFSET:-20.91
STA:13+75.70
OFFSET:-19.94
STA:14+09.20
OFFSET:-20.08
STA:14+27.61
OFFSET:-20.16
STA:14+42.65
OFFSET:-20.22
STA:14+96.67
OFFSET:-20.27 8' 12' 9'

CALIFORNIA STREET

AMERICAN STREET

STANISLAUS STREET
GRANT STREET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA: 1+42.53

STRIPING START
STA: 1+72.54

STRIPING END
STA: 3+98.42

STRIPING START
STA: 4+39.62

STRIPING END
STA: 5+24.04

STRIPING START
STA: 5+54.54

STRIPING END
STA: 7+80.12

STRIPING START
STA: 8+21.29

STRIPING END
STA: 9+05.90

STRIPING START
STA: 9+36.40

STRIPING END
STA: 11+12.89

STRIPING START
STA: 11+42.89

STRIPING END
STA: 11+50.88

STRIPING START
STA: 12+02.88

STRIPING END
STA: 12+96.55

STRIPING START
STA: 13+27.07

STRIPING END
STA: 14+95.03

STRIPING START
STA: 0+08.74

STRIPING START
STA: 0+49.38
STRIPING END SL235 SL236 SL237 SL238 SL239 SL240 SL241 SL242 SL243 SL244 SL245 SL246 SL247 SL248 SL249 SL250 SL251 SL252 SL253 SL254 SL255 SL256 SL257 SL258 SL259 SL260 SL261 SL262 SL263 SL264 DW164 DW165 DW166 DW167 DW168 DW169 DW170DW171 MARKET STREET 6' 8' 12' 9' 6' 9' 8' 12' 6' 8' 12' 9' 6' 7' 7'
7' 7'
7' 7' 7'
7' 10' 10.3' 10' 10.1' 9.5' 9.5' 9.6' 9.3' 7'
7'
7' 7'
7' 7' 7'
7' 5.1' 5.6' 7' 5'
12" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W 6" W
8" W 4" W
8" W
8"SS 12"SS 12"SS
8"SS 12"SS
6"SS 12"SS 6"SS 12"SS 6"SS 12"SS 6"SS
10"SS 12"SS
24"SS
8"SS 10"SS 10"SS
12"SD SD SD 12"SD 12"SD 24"SD 24"SD
SD SD
12"SD 27"SD SD 12"SD 24"SD 24"SD SD SD 24"SD
10"SD
SD
SD 24"SD 24"SD 24"SD
18"SD 8"SD SD

SD SD SD SD G
33" W

CALIFORNIA STREET

AMERICAN STREET

STANISLAUS STREET
GRANT STREET MARKET STREET 72' 29' 8' 17' 46' 10' 10' 9' 39' 17' 17' 12' 53' 80' 13' 14' 9' 7' 8' 12.2' 11.9' 8' 8' 11.4' 12' 8' 8' 13.2' 12.3' 8' 8' 11.5' 12.8' 8' 28' 15' 28' 37' 7' 14' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 250 6+77.47 (EXISTING) 251 8+22.56 (EXISTING) 252 8+05.84 (EXISTING) 253 8+41.21 (EXISTING) 254 8+93.79 (EXISTING) 255 9+27.31 (NEW) 256 9+11.03 (EXISTING) 257 10+55.09 (NEW) 258 10+84.62 (NEW) 259 12+01.86 (NEW) 260 12+10.57 (R&R) 261 13+02.33 (NEW) 262 13+02.32 (R&R) 263 14+42.32 (NEW) 264 14+45.45 (NEW) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 235 0+50.58 (EXISTING) 236 0+63.89 (EXISTING) 237 1+30.53 (EXISTING) 238 1+31.06 (EXISTING) 239 1+66.53 (R&R) 240 1+49.73 (EXISTING) 241 2+79.57 (R&R) 242 2+87.60 (R&R) 243 4+07.92 (R&R) 244 4+44.64 (EXISTING) 245 4+57.74 (EXISTING) 246 5+10.20 (EXISTING) 247 5+29.26 (EXISTING) 248 5+48.96 (R&R) 249 6+75.17 (R&R) NORTHING & EASTING TABLE POINT # 61626364 INTERSECTION INTX CALIFORNIA ST INTX AMERICAN ST INTX STANISLAUS ST INTX GRANT ST NORTHING 2170276.1699 2170352.8248 2170430.1495 2170507.7848 EASTING 6335531.5775 6335904.3805 6336280.3105 6336658.0119 33 EXISTING BLUE CURB PAINT 4 REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM AND LUMINAIRE. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 914 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 20 EXISTING GREEN CURB PAINT 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT 27 BULB OUT PER DETAIL 1, SHEET C3.15 KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 164 42' 3+23.10 165 12' 6+01.56 166 14' 10+48.27 167 21' 10+65.53 168 15' 11+23.45 169 12' 9+98.63 170 10' 14+55.77 171 8' 14+79.41 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 24 PAINT CURB RED 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 47 REMOVE EXISTING RED CURB PAINT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 59 EXISTING PAY STATION. 50 REMOVE EXISTING YELLOW CURB PAINT 51 PAINT CURB YELLOW 41 REMOVE EXISTING GREEN CURB PAINT. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.12 PRECISE ROAD PLAN MARKET STREET STA 0+00 TO 15+00 FOR CONTINUATION SEE SHEET STATION 15+00 C3.13 MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION 15+00 C3.13 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' 2 2 2 2 4 2 2 2 2 2 23 47 23 47 23 23 23 23 23 23 50 22 22 22 23 22 20 20 22 25 25 25 25 27 LC2.3 LC2.3 24 24 LC2.3 LC2.3 LC2.3 LC2.3 2424 24 24 24 2424 24 24 24 24 14 14 14 33 1414 9 9 9 FOR CONTINUATION SEE SHEET STATION 00+00 C3.11 FOR CONTINUATION SEE SHEET STATION 00+00 C3.11 37 37 37 36 36 LC2.3 LC2.3 TYP. 23 R6-1 55 56 UNKNOWN SIGN R31 (CA) R31 (CA) 56 R31 (CA) 56 55 S1-1 S4-3P R6-1R6-1 55 R31 (CA) 56 R31 (CA) 55 R31 (CA) 55 55 R31 (CA) R6-1 R6-1 55 R31 (CA) 55 5655 R6-1 STREET NAME SIGN (2) R6-1 R1-1 55 R1-1 55 55 NO TRESPASSING 24 R31 (CA) 55 59 59 47 47 51 41 Exhibit
1 1620
G G G
AURORA
STREET
UNION

PACIFIC

RAILROA
UNION
STREET

PILGRIM
STREET 4" W
6" W 6" W 4" W 4" W 4" W
2" W
2" W 4" W 4" W
6" W 6" W 4" W 10"SS
8"SS 10"SS 6"SS 10"SS 6"SS 10"SS 10"SS 10"SS 10"SS
6"SS 6"SS 10"SS 10"SS 10"SS
8"SS
6"SS 10"SS 6"SS
SD
SD
SD
SD
8"SD
SD SD
SD
SD
15"SD 15"SD
15"SD
SD
SD
SD
15"SD 8"SD

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE

TELE TELE TELE
G
G
G
G
G
G G
G G G
G
OH
G

OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH
OH

OH OH OH OH OH OH

OH OH OH OH

OH OH OH OH
OH

AURORA STREET

UNION STREET

PILGRIM STREET
UNION PACIFIC RAILROAD MARKET STREET 50'16' 8' 12.2' 12.4' 8' 8' 12.1' 8' 12.2' 12.3' 8' 8' 8' 11.4' 12.4' 8' 11.3' 20' 9.9' 20.4' 19.6' 10.7' G G G 4" W
6" W 6" W 4" W 4" W 4" W
2" W
2" W 4" W 4" W
6" W 6" W 4" W 10"SS
8"SS 10"SS 6"SS 10"SS 6"SS 10"SS 10"SS 10"SS 10"SS
6"SS 6"SS 10"SS 10"SS 10"SS
8"SS
6"SS 10"SS 6"SS
8"SD
SD SD
15"SD 15"SD
15"SD
SD
SD
SD
15"SD 8"SD

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE

TELE TELE TELE
G
G
G
G
G
G G
G
G G G
G
OH
G

OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH
OH

OH OH OH OH OH OH

OH OH OH OH

OH OH OH OH
OH

AURORA STREET

UNION STREET

PILGRIM STREET
UNION PACIFIC RAILROAD 15+00 16+00 17+00 18+00 19+00 20+00 21+00 MARKET STREET 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 R R
STA:24+68.55
OFFSET:-19.79
STA:27+49.12
OFFSET:-19.97
STA:28+26.49
OFFSET:-19.83
STA:15+73.52
OFFSET:20.36
STA:27+43.83
OFFSET:19.88
STA:28+29.06
OFFSET:19.95 68 67 66 65
STA:20+03.43
OFFSET:19.80STOP STOP
STA:24+65.34
OFFSET:19.99
STA:14+96.67
OFFSET:-20.27
STA:15+15.00
OFFSET:-20.33
STA:15+72.74
OFFSET:-20.32
STA:17+01.09
OFFSET:-20.55
STA:18+70.78
OFFSET:-20.35
STA:19+60.69
OFFSET:-20.85
STA:19+80.64
OFFSET:-20.96
STA:25+30.95
OFFSET:-19.91
STA:25+90.50
OFFSET:-19.95
STA:26+29.29
OFFSET:-19.87
STA:26+73.83
OFFSET:-19.85
STA:29+00.83
OFFSET:-19.78
STA:29+47.02
OFFSET:-19.66
STA:24+86.19
OFFSET:20.01
STA:25+12.89
OFFSET:20.01
STA:25+59.50
OFFSET:19.92
STA:26+19.20
OFFSET:20.11
STA:28+97.98
OFFSET:20.20
STA:29+29.93
OFFSET:20.08
STA:29+58.14
OFFSET:19.93
STA:16+95.57
OFFSET:20.41
C100
C101 C102
C103 8' 12' 8' 12' 9' 8' 12' 9' 8' 12' 9' 12' 8' 9' 6' 9' 6' 6' 6' 6' DW172 DW173 DW174 DW175 DW176 DW177 DW178 DW179 DW180 DW181 DW182 DW183 DW184 DW185 DW186 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 STA: 14+95.03

STRIPING START
STA: 15+25.03

STRIPING END
STA: 15+33.04

STRIPING START
STA: 15+85.04

STRIPING END
STA: 16+81.05

STRIPING START
STA: 17+11.05

STRIPING END
STA: 20+48.75

STRIPING START
STA: 20+79.75

STRIPING END
STA: 22+72.89

STRIPING START
STA: 23+02.89

STRIPING END
STA: 23+10.89

STRIPING START
STA: 24+47.69

STRIPING START
STA: 24+78.18

STRIPING END
STA: 26+57.79

STRIPING START
STA: 26+87.79

STRIPING END
STA: 26+95.79

STRIPING START
STA: 27+47.79

STRIPING END
STA: 28+29.10

STRIPING START
STA: 28+59.10

STRIPING END
STA: 19+07.56

R/R PAVEMENT MARKING
STA: 23+62.88
STRIPING END SL265 SL266 SL267 SL268 SL269SL270 SL271 SL272 SL273SL274 SL275 SL276 SL277 SL278 SL279 SL280 SL281 SL282 9.7' 9.8' 10.3' 5.6' 10.1' 9.6' 10' 4.3' 10.5' 8.4' 4.4' 9.8' 9.9' 5' 6' NORTHING & EASTING TABLE POINT # 65666768 INTERSECTION INTX AURORA ST INTX UNION PACIFIC RAILROAD INTX UNION ST INTX PILGRIM ST NORTHING 2170585.2873 2170662.5564 2170739.8256 2170817.1670 EASTING 6337034.9371 6337410.7275 6337786.5178 6338162.6593 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 265 15+87.01 (NEW) 266 15+87.00 (R&R) 267 16+81.50 (R&R) 268 16+81.57 (NEW) 269 18+68.89 (EXISTING) 270 18+68.95 (EXISTING) 271 19+63.83 (EXISTING) 272 19+63.93 (EXISTING) 273 21+75.28 (EXISTING) 274 21+81.31 (EXISTING) 275 22+73.62 (EXISTING) 276 22+73.66 (EXISTING) 277 23+53.59 (EXISTING) 278 23+53.66 (EXISTING) 279 24+57.36 (NEW) 280 25+55.13 (NEW) 281 27+28.81 (NEW) 282 28+74.57 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 172 28' 17+39.58 173 28' 18+47.57 174 32' 18+93.11 175 20' 20+54.12 176 40' 18+96.35 177 20' 20+55.86 178 15' 22+23.90 179 20' 25+64.01 180 18' 26+54.54 181 10' 24+99.25 182 20' 25+80.98 183 10' 26+04.04 184 12' 28+85.71 185 12' 29+29.67 186 10' 29+18.62 FACE OF CURB TABLE CURVE # C100 C101 C102 C103 LENGTH 16.41 14.89 18.97 17.09 RADIUS 12.00 9.50 12.00 11.00 DELTA 78°21'26" 89°47'25" 90°34'11" 88°59'53" CHORD BEARING S27°17'00"W 15.16' S56°32'55"E 13.41' N33°37'35"E 17.05' N57°31'12"W 15.42' KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 15 REMOVE EXISTING STRIPING BY GRINDING. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 13 REMOVE AND DISPOSE OF EXISTING ACCESSIBLE CURB RAMP. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK CURB AND GUTTER. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 34 POLE TO BE RELOCATED AS PART OF STOCKTON DIAMOND GRADE SEPARATION PROJECT 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 39 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 3840 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. WITH CITY OF STOCKTON STANDARD SIDEWALK REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 918 EXISTING ACCESSIBLE RAMP 27 BULB OUT PER DETAIL 1, SHEET C3.15 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.13 PRECISE ROAD PLAN MARKET STREET STA 15+00 TO 29+50 FOR CONTINUATION SEE SHEET STATION 29+50 C3.14
FOR CONTINUATION SEE SHEET STATION 15+00 C3.12 EXISTING CONDITIONS 1" = 50' FOR CONTINUATION SEE SHEET STATION 29+50 C3.14
FOR CONTINUATION SEE SHEET STATION 15+00 C3.12
2 1
2 PRECISE ROAD PLAN 1" = 50'
J C2.3J C2.3
J C2.3J C2.3 47 47
1 1
1 1
1 25 25 13 24 24 24 24 24 24 2424 14 34 34 34 34 36 36 36 36 36 38 38 38 39 38 39 39 40 40 39 TYP. 14 14 14 14 9 15 27 23 52 WATER VALVE TO BE RELOCATED AS PART OF STOCKTON DIAMOND GRADE SEPARATION PROJECT. TYP.

LC2.3LC2.3LC2.3LC2.3 14 14 523418 18 TYP. 32 24 24 14 R6-1 56 R6-1 58 1855 R1-1 R6-1 R6-1 55 58 STREET NAME SIGN (2) R1-1 58 R1-1 R6-1R6-1 55 58 STREET NAME SIGN (2) R1-1 W10-12 55 R15-8 55 55 R15-8 R1-1 55 PARK SIGN 55 STREET NAME SIGN (2)55 TYP. 15 15 TYP. TYP. TYP. 27 Exhibit 1
1621
4" W
8" W 8" W 4" W 4" W
6" W 6" W 4" W 4" W
14" W 14" W 8" W 10"SS 10"SS 6"SS 6"SS
8"SS
6"SS 8"SS 8"SS
6"SS
18"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS
8"SS 6"SS
8"SS 8"SS 8"SD 8"SD 8"SD
SD
SD
SD
SD
10"SD 8"SD 8"SD
SD
SD
SD
12"SD 12"SD
15"SD
SD
SD
SD
SD
18"SD

OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH TELE TELE TELE TELE
G
G
G
G
G
G G G
G G G
G G G
G
G
G
G G G
G
G

OH OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH
TELE
OH OH

OH OH MARKET STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON WAY 8' 12' 9' 8' 12' 9' 8' 12' 9' 8' 12' 9' 6' 6' 6' 5' DW187 DW188 DW189 DW190 DW191 DW192 DW193 DW194 DW195 DW196 DW197 DW198 DW199 DW200 DW201 DW202 DW203 DW204 DW205 DW206 DW207 DW208 DW209 DW210 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 STA: 30+86.75

STRIPING START
STA: 31+28.09

STRIPING END
STA: 32+10.64

STRIPING START
STA: 32+41.14

STRIPING END
STA: 35+86.85

STRIPING START
STA: 34+26.26
STA: 36+16.85

STRIPING END

STRIPING START
STA: 34+56.26

STRIPING END
STA: 34+64.25

STRIPING START
STA: 35+16.25

STRIPING END
STA: 38+47.73

STRIPING START
STA: 38+88.78

STRIPING END
STA: 39+84.16

STRIPING START
STA: 40+14.66
STRIPING END SL283 SL284 SL285 SL286 SL287 SL288 SL289 SL290SL291 SL292 SL293 SL294 9.9' 9.2' 9.9' 10.6' 10.4' 9.4' 12.3' 11.9' 4.9' 4.9' 4.5' 2.1' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 STA:31+33.07
OFFSET:-20.03
STA:32+12.00
OFFSET:-19.74
STA:35+17.40
OFFSET:-19.39
STA:35+94.90
OFFSET:-19.40
STA:31+31.14
OFFSET:20.10
STA:32+11.60
OFFSET:20.23
STA:35+15.43
OFFSET:20.27 71 70 69
STA:38+83.52
OFFSET:20.25
STA:39+92.80
OFFSET:18.87
STA:39+85.69
OFFSET:-17.17
STA:29+47.02
OFFSET:-19.66
STA:30+12.41
OFFSET:-19.46
STA:31+01.82
OFFSET:-19.49
STA:33+76.65
OFFSET:-19.59
STA:38+63.71
OFFSET:-19.32
STA:29+58.14
OFFSET:19.93
STA:29+83.22
OFFSET:19.76
STA:36+04.56
OFFSET:20.99
STA:36+44.64
OFFSET:21.08
STA:37+31.81
OFFSET:21.05
STA:37+51.92
OFFSET:21.09
C104
C105 C106
C107
C108
C109
C110
C6
C7
C8 C5 4" W
8" W 8" W 4" W 4" W
6" W 6" W 4" W 4" W
14" W 14" W 8" W 10"SS 10"SS 6"SS 6"SS
8"SS
6"SS 8"SS 8"SS
6"SS
18"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS
8"SS 6"SS
8"SS 8"SS 8"SD 8"SD 8"SD
SD
SD
SD
SD
10"SD 8"SD 8"SD
SD
SD
SD
12"SD 12"SD
15"SD
SD
SD
SD
SD
18"SD

OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH TELE TELE TELE TELE
G
G
G
G
G
G G G
G G G
G G G
G
G
G
G G G
G
G

OH OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH
TELE
OH OH

OH OH MARKET STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON WAY 55' 6' 49' 8' 12.1' 8' 8' 12' 11.6' 8' 11.7' 8' 12.2' 8' 11.5' 8' 10' 10.2' 8' NORTHING & EASTING TABLE POINT # 697071 INTERSECTION INTX AIRPORT WY INTX SIERRA NEVADA ST INTX WILSON WY NORTHING 2170894.5083 2170971.8497 2171049.1701 EASTING 6338538.8008 6338914.9423 6339290.9819 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 187 10' 30+24.48 188 14' 30+72.66 189 10' 30+90.66 190 10' 29+71.87 191 21' 29+96.61 192 16' 30+44.95 193 17' 30+95.07 194 48' 32+86.58 195 10' 33+20.58 196 10' 33+68.55 197 8' 34+32.72 198 10' 32+77.17 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 283 30+58.37 (NEW) 284 31+40.59 (EXISTING) 285 32+02.71 (EXISTING) 286 32+08.21 (EXISTING) 287 33+83.48 (NEW) 288 35+02.62 (NEW) 289 37+12.26 (NEW) 290 38+91.56 (EXISTING) 291 39+00.44 (EXISTING) 292 39+75.81 (EXISTING) 293 39+87.70 (EXISTING) 294 41+12.09 (EXISTING) FACE OF CURB TABLE CURVE # C5 C6 C7 C8 C104 C105 C106 C107 C108 C109 C110 LENGTH 21.98 23.96 23.73 23.43 16.30 17.83 15.54 18.91 15.20 17.00 17.31 RADIUS 14.00 15.00 15.00 15.00 12.00 12.00 10.00 12.00 10.00 12.00 11.00 DELTA 89°56'26" 91°30'29" 90°39'26" 89°29'10" 77°48'45" 85°07'53" 89°03'58" 90°17'40" 87°05'09" 81°10'03" 90°08'58" CHORD BEARING N33°07'38"E 19.79' N56°49'21"W 21.49' S33°19'05"W 21.33' S56°39'00"E 21.12' N27°11'27"E 15.07' N58°41'09"W 16.23' N33°16'53"E 14.03' S56°09'46"E 17.01' S30°15'38"W 13.78' S61°24'22"E 15.61' S56°33'15"E 15.58' DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 199 18' 33+52.14 200 16' 33+75.12 201 10' 34+56.57 202 9' 36+36.13 203 14' 36+95.60 204 25' 37+74.72 205 20' 36+29.31 206 9' 36+92.01 207 10' 37+41.76 208 77' 38+44.96 209 26' 40+12.61 210 29' 40+39.54 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 910 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND POST TO REMAIN. 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 39 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 19 EXISTING BUS STOP SIGN 47 REMOVE EXISTING RED CURB PAINT 23 EXISTING RED CURB PAINT 18 EXISTING ACCESSIBLE RAMP 15 REMOVE EXISTING STRIPING BY GRINDING. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 52 RIGHT OF WAY ACQUISITION REQUIRED 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.14 PRECISE ROAD PLAN MARKET STREET STA 29+50 TO 41+50 FOR CONTINUATION SEE SHEET STATION 29+50 C3.13
FOR CONTINUATION SEE SHEET STATION 41+50 C3.15 MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION 29+50 C3.13
FOR CONTINUATION SEE SHEET STATION 41+50 C3.15 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' J C2.3J C2.3
J C2.3J C2.3
MC2.4MC2.4 19 47 23 20
1 1
1 1 25 25 25 24 12 12 24 24 24 24 2424 24 24 24 14
9 36 36 36 36 39 39 39 39 39 39 39 39 39 39 39 39 18 TYP. 15 TYP. 15 MC2.4MC2.4 R6-1 55 R6-1 55 5555 R6-1 R6-1 R1-1 55 55 R6-1 R1-1 55 STREET NAME SIGN (2) R6-1 55 SR58 (CA) 55 R6-1 TURN DIRECTION SIGN 57 55 R6-1 R6-1 55 55 55 R6-1 R6-1 55 12 MINUTE PARKING 52 52 52 52 24 24 12 12 SF 2 SF 14 SF 16 SF Exhibit 1
1622
X X X X X X 8" W 8" W 8" W 8" W
6" W
6" W
8" W
8" W
6" W
8" W
8" W 8" W 6" W
6"SS 8"SS 6"SS
6"SS 6"SS
6"SS
33"SS 33"SS 33"SS 33"SS
6"SS
6"SS
6"SS 6"SS 6"SS 16"SS 4"SS 30"SS 16"SS
8"SD SD SD SD
8"SD
21"SD 21"SD SD SD SD SD18"SD 21"SD 21"SD
12"SD SD SD 18"SD SD SD 18"SD 18"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G G G G G G G G G G G G G OH OH OH OH OH

OH OH OH OH OH OH OH OH OH OH

OH OH OH OH
OH OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH TELE OH 6"SS

DELLA STREET LOCUST STREET

EUGENIA STREET

MAIN STREET
STA:46+67.07
OFFSET:-17.84
STA:47+42.32
OFFSET:-18.04
STA:42+85.08
OFFSET:18.62
STA:43+61.65
OFFSET:18.81
STA:46+68.64
OFFSET:18.66
STA:47+44.82
OFFSET:18.19
STA:50+51.46
OFFSET:19.68 73 74 72 18 19 SLOW SCHOOL YIELD YIELD YIELD 17 STA:41+83.70
OFFSET:-18.05
STA:42+27.82
OFFSET:-17.89
STA:49+07.63
OFFSET:-18.01
STA:49+17.59
OFFSET:19.23
STA:47+26.16
OFFSET:39.20
C112 C113 C115 C111 C116 C9 C10 C51 C54 C55 C12 C82 C29 C33 C34 C39 12"SD C14 C28 C30 C32 C38 C138 C152 C145 C153 8' 12' 5' 8' 12' 9' 5' DW211 DW212 DW213 DW214 DW215 DW216 DW217 DW218 DW219 DW220DW221 DW222 DW223 DW224 49+00 50+00 51+00 52+00 53+00 54+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 STA: 41+95.61

STRIPING START
STA: 42+25.61

STRIPING END
STA: 42+33.59

STRIPING START
STA: 42+85.60

STRIPING END
STA: 45+79.74

STRIPING START
STA: 46+09.74

STRIPING END
STA: 46+17.74

STRIPING START
STA: 43+61.65
STA: 46+69.74

STRIPING END

STRIPING START
STA: 43+91.65

STRIPING END
STA: 47+42.26

STRIPING START
STA: 47+72.23

STRIPING END
STA: 49+55.41

STRIPING START
STA: 49+85.34

STRIPING END
STA: 49+93.32

STRIPING START
STA: 50+45.19
STRIPING END 0+00 1+00 2+00 SL295 SL296 SL297 SL298 SL299 11.7' 12.4' 11.5' 9.7' 9' 9' 9.4' 9.4'5' 8' 1.9' 2.1' 12' 2.5' X X X X X X 8" W 8" W 8" W 8" W 6" W
6" W
8" W
8" W
6" W
8" W
8" W 6" W
6"SS 8"SS 6"SS
6"SS 6"SS
6"SS
33"SS 33"SS 33"SS 33"SS
6"SS
6"SS
6"SS 6"SS 6"SS 16"SS
8"SD SD SD SD
8"SD
21"SD 21"SD SD SD SD SD18"SD 21"SD 21"SD
12"SD SD SD 18"SD SD TELE TELE TELE TELE TELE TELE G G G G G G G G G G G OH OH OH OH OH

OH OH OH OH OH OH OH OH OH OH

OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH TELE 6"SS

DELLA STREET LOCUST STREET

EUGENIA STREET
MAIN STREET 5' 7' 8' 8' 10.2' 10.4' 8' 8' 10.1' 10.4' 50' 29' 193' FACE OF CURB TABLE CURVE # C9 C10 C12 C29 C33 C34 C39 C51 C54 C55 C82 C111 C112 C113 LENGTH 17.33 19.13 30.01 37.27 62.49 38.02 9.27 21.76 20.21 21.33 3.11 19.01 18.81 17.34 RADIUS 11.00 13.00 25.00 50.00 53.00 48.00 57.00 70.50 70.50 60.50 1.00 12.00 12.00 11.00 DELTA 90°16'20" 84°17'32" 68°46'06" 42°42'30" 67°33'37" 45°22'54" 9°19'03" 17°41'01" 16°25'43" 20°11'48" 178°02'34" 90°45'36" 89°48'31" 90°18'52" CHORD BEARING S56°48'37"E 15.59' S58°57'23"E 17.45' S16°55'52"W 28.24' S72°40'10"W 36.41' N73°58'43"W 58.94' N62°53'22"W 37.03' S67°33'48"W 9.26' N74°34'33"E 21.67' S0°50'58"W 20.15' N73°39'48"W 21.22' N4°00'25"E 2.00' N56°39'35"W 17.08' N33°19'26"E 16.94' N33°54'30"E 15.60' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 295 42+37.30 (NEW) 296 44+29.39 (NEW) 297 46+31.78 (NEW) 298 48+30.69 (NEW) 299 50+48.97 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 211 25' 41+64.92 212 25' 42+07.59 213 15' 41+97.66 214 15' 42+59.90 215 8 43+25.25 216 8' 43+75.01 217 26' 44+82.44 218 32' 46+01.50 219 24' 45+79.05 220 10' 48+63.10 221 12' 48+78.98 222 18' 49+63.93 223 10' 47+90.29 224 12' 49+36.13 NORTHING & EASTING TABLE POINT # 171819727374 INTERSECTION INTX MARKET ST INTX LOCUST ST INTX MARKET ST INTX EUGENIA ST INTX DELLA ST INTX LOCUST ST NORTHING 2171346.8637 2171340.5400 2171323.5557 2171126.6233 2171203.6026 2171279.6522 EASTING 6340306.4632 6340393.0027 6340625.4270 6339667.6672 6340042.0477 6340411.9070 9.7' 6.5' 7.5' 15'

9.7' 6.5' 7.5' 15'
6' TRUNCATED DOMES WHERE PER PLAN R15' 6' R10' R15' R15' R10' 6' 6'
4' 4' FACE OF CURB TABLE CURVE # C115 C116 LENGTH 20.91 17.38 RADIUS 13.00 11.00 DELTA 92°09'04" 90°32'08" CHORD BEARING S33°07'23"W 18.73' S56°51'34"E 15.63' KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 912 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 19 EXISTING BUS STOP SIGN 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 46 EXISTING RED CURB PAINT TO BE REMOVED AS PART OF CURB REMOVAL. 47 REMOVE EXISTING RED CURB PAINT 53 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 7 REMOVE AND DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.15 PRECISE ROAD PLAN MARKET STREET STA 41+50 TO 53+00 FOR CONTINUATION SEE SHEET STATION 41+50 C3.14
FOR CONTINUATION SEE SHEET STATION 54+00 C3.4 MARKET STREET STATION 51+00 FOR CONTINUATION SEE SHEET C3.4 FOR CONTINUATION SEE SHEET STATION 41+50 C3.14
FOR CONTINUATION SEE SHEET STATION 54+00 C3.4 STATION 51+00 FOR CONTINUATION SEE SHEET C3.4 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MC2.4 MC2.4 MC2.4 MC2.4 23 47 19 25 25 1 1 1 TYPICAL CORNER BULB-OUT 1" = 10' 1 MARKET STREET 12 24 24 1 C3.16 9 24 24 24 24 24 24 24 14 14 38 38 36 38 53 24 58 R1-1 55 R6-1 55 HANDICAP SIGN R6-1 55 R1-1 58 55 R1-1 57 TURN SIGN 55 D1-1 6 6 7 7 7 57 SR4-1 58 R5-1 R5-1a 57 R3-6 57 R6-1 55 47 47 STREET NAME SIGN (2) R2-1 (30 MPH)55 23 57 57 R9-3 R4-7 24 24 24 24 6 Exhibit
1 1623
X
XING
SCHOOL
SLOW YIELD YIELD YIELD STOP R44' R34' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STOP STOP STOP YIELD YIELD YIELD R30' R20' 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description WINDSOR AVENUE NETHERTON AVENUE C3.16 CONCEPTUAL LANDSCAPE ENLARGEMENTS I MARKET STREET ROUNDABOUT AND PARKLET DESIGN : MAIN STREET AND DELLA STREET 1" = 30' 1 ORNAMENTAL GRASSES EXISTING TREE BENCHES & TRASH RECEPTACLE COLORED SCORED CONCRETE LANDSCAPE SHRUB PLANTING SMALL ACCENT TREES MAIN STREET DELLA STREET MEDIUM STREET TREES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH PARKLET DESIGN : MAIN STREET AND LAFAYETTE STREET 1" = 30' 2 SMALL ACCENT TREES LANDSCAPE PLANTING COLORED SCORED CONCRETE ORNAMENTAL GRASSES BENCHES & TRASH RECEPTACLE SCULPTURAL ART MONUMENT OPPORTUNITY SYNTHETIC TURF MARSH STREET F STREET COLORED SCORING CONCRETE LANDSCAPE PLANTING NEW SIDEWALK BENCHES & TRASH RECEPTACLE MAIN STREET PARKLET DESIGN : MAIN STREET AND WINDSOR AVENUE 1" = 30' 5 PARKLET DESIGN : MAIN STREET AND F STREET 1" = 20' 4 LAFAYETTE STREET MAIN STREET LAUREL STREET ROUNDABOUT DESIGN : MAIN STREET AND FILBERT STREET 1" = 30' 6 LOCUST STREET MAIN STREET FILBERT STREET MAIN STREET BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE SMALL ACCENT TREES MEDIUM STREET COLORED SCORED TREES CONCRETE COLORED SCORED CONCRETE COLORED SCORED CONCRETE LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH ORNAMENTAL GRASSES LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING MEDIUM STREET TREES MEDIUM STREET TREES ORNAMENTAL GRASSES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH EXISTING TREE MULTI-TRUNK TREE OR SCULPTURAL ART OPPORTUNITY LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTINGLANDSCAPE SHRUB PLANTING LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING MULTI-TRUNK TREE MARSH STREET PARKLET DESIGN : MAIN STREET MCDONNELL AVENUE 1" = 30' 3 MAIN STREET MEDIUM STREET TREES COLORED SCORED NEW SIDEWALK CONCRETE LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH ORNAMENTAL GRASSES LANDSCAPE SHRUB PLANTING BENCHES & TRASH RECEPTACLE LANDSCAPE SHRUB PLANTING EXISTING TREE LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH EXISTING TREE CROSSWALK STRIPING ART OPPORTUNITY NOTE: ROUNDABOUT LOCATIONS ARE POTENTIAL AREAS FOR ADDING ACCENT FEATURE: WATER FOUNTAIN, STATUE, HISTORICAL FEATURE. LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING NEW SIDEWALK NEW SIDEWALK MEDIUM STREET TREES Exhibit
1 1624
X X X X X 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C3.17 CONCEPTUAL LANDSCAPE ENLARGEMENTS II PARKLET DESIGN : MAIN STREET AND SONORA STREET 1" = 30' 2 MAIN STREET SONORA STREET PARKLET DESIGN : MAIN STREET AND WILSON WAY 1" = 30' 1 MAIN STREET MAIN STREET WILSON WAY DELLA STREET SMALL ACCENT TREES SMALL ACCENT TREES BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE MEDIUM STREET TREES MEDIUM STREET TREES COLORED SCORING CONCRETE COLORED SCORING CONCRETE LANDSCAPE PLANTING ORNAMENTAL GRASSES LANDSCAPE PLANTING ORNAMENTAL GRASSES LANDSCAPE BOULDERS EXISTING TREE AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE PLANTINGORNAMENTAL GRASSES ORNAMENTAL GRASSES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH OPTION #2 - PARKLET DESIGN : MAIN STREET AND LAFAYETTE STREET 1" = 30' 5 LAFAYETTE STREET C STREET PARKLET DESIGN : B STREET AND WASHINGTON STREET 1" = 30' 3 MAIN STREET WASHINGTON STREET B STREET MAIN STREET LANDSCAPE PLANTING ORNAMENTAL GRASSES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE PLANTING LANDSCAPE PLANTING LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH MEDIUM STREET TREES SMALL ACCENT TREES SMALL ACCENT TREES MEDIUM STREET TREES BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE OPTION #1 - OPEN AREA : MAIN STREET AND LAFAYETTE STREET 1" = 30' 4 LAFAYETTE STREET C STREET MAIN STREET MEDIUM STREET TREES MEDIUM STREET TREES LANDSCAPE BOULDERS ORNAMENTAL GRASSES AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE PLANTING LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH APPROXIMATE RIGHT OF WAY LINE, TYPICAL. FURTHER DETAIL TO BE ADDRESSED IN FINAL DESIGN.

Exhibit
1 1625

X X SLOW SCHOOL XINGYIELD YIELD YIELD MARKET STREET

LOCUST STREET MARKET STREET X X SLOW SCHOOLYIELD YIELD YIELD MARKET STREET LOCUST STREET MARKET STREET 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.0 TRUCK TURN - MAIN STREET AND MARKET STREET 65' TRUCK TURN (LEFT TURN) 1" = 30' 65' TRUCK TURN (THROUGH TRAVEL) 2 1" = 30' 1 MAIN STREET MAIN STREET Exhibit
1 1626
STOP STOP STOP STOP 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.1 TRUCK TURN - MAIN STREET AND LAFAYETTE STREET 65' TRUCK (LEFT TURN) 1" = 30' 2 MAIN STREET C STREET LAFAYETTE STREET LAFAYETTE STREET C STREET MAIN STREET 65' TRUCK (RIGHT TURN) 1" = 30' 1 LAFAYETTE STREET LAFAYETTE STREET FIRE TRUCK (THREE POINT TURN) 1" = 30' 3 GARBAGE TRUCK (THREE POINT TURN) 1" = 30' 4 MAIN STREET LAFAYETTE STREET MAIN STREET LAFAYETTE STREET Exhibit
1 1627
10"SD
10"SD STOP STOP 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description E STREET 0' 15' 60' SCALE: 1"=30' 30' MAIN STREET C4.2 TRUCK TURN - MAIN STREET AND E STREET 65' TRUCK (LEFT TURN) 1" = 30' 2 65' TRUCK (RIGHT TURN) 1" = 30' 1 E STREET MAIN STREET Exhibit
1 1628
STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.3 TRUCK TURN - MAIN STREET AND FILBERT STREET MAIN STREET 65' TRUCK (RIGHT TURN) 1" = 30' 2 65' TRUCK (LEFT TURN) 1" = 30' 3 65' TRUCK (THROUGH TRAVEL) 1" = 30' 1 MAIN STREET MAIN STREET FILBERT STREET FILBERT STREET FILBERT STREET Exhibit
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STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.4 BUS TURN - MAIN STREET AND FILBERT STREET 60' ARTICULATED BUS (RIGHT TURN) 1" = 30' 2 60' ARTICULATED BUS (LEFT TURN) 1" = 30' 3 60' ARTICULATED BUS (THROUGH TRAVEL) 1" = 30' 1 60' ARTICULATED BUS (U-TURN) 1" = 30' 4 MAIN STREET FILBERT STREET FILBERT STREET FILBERT STREET FILBERT STREET MAIN STREET MAIN STREET MAIN STREET Exhibit
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YIELD YIELD MARKET STREET YIELD YIELD MARKET STREET 6" W 8" W 8" W 8" W 8" W 6" W 4"SS 30"SS 30"SS 30"SS
6"SS
18"SD 18"SD 18"SD
12"SD
12"SD SD TELE TELE TELE TELE TELE
TELE
TELE G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 6" W OHOH OHOH SL109 SL110 SL300 1+00 2+00 3+00 4+00 5+00 5+50 52+00 YIELD C33 C34 1+00 2+00 3+00 4+00 5+00 5+50 85 STA:5+13.91
OFFSET:-31.53
STA:5+12.22
OFFSET:29.97 C154 C182 C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 12"SD 12"SD DW53 DW54 DW226 DW227 DW228 DW229 DW230 MARKET STREET 25' 6' 20'5' A STREET 6" W
8" W 8" W 8" W 8" W 6" W 4"SS 30"SS 30"SS 30"SS
6"SS
18"SD
18"SD 18"SD 18"SD
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12"SD SD SD TELE TELE TELE TELE TELE
TELE G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 6" W OHOH OHOH MARKET STREET A STREET 16' 17' KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 53 28' 2+86.20 54 20' 3+29.67 226 20' 1+48.68 227 20' 2+66.29 228 66' 3+67.68 229 13' 4+34.69 230 25' 5+03.56 FACE OF CURB TABLE CURVE # C33 C34 C154 C182 C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 LENGTH 62.49 38.02 80.53 36.26 84.83 45.96 5.35 41.75 15.71 15.71 15.71 15.21 15.21 14.85 14.88 15.10 15.15 35.22 RADIUS 53.00 48.00 95.00 43.41 115.00 106.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 60.06 DELTA 67°33'37" 45°22'54" 48°34'03" 47°51'45" 42°15'57" 24°50'32" 30°37'46" 119°36'27" 90°00'00" 90°00'00" 90°00'00" 87°08'02" 87°08'02" 85°03'52" 85°15'00" 86°30'14" 86°47'15" 33°35'56" CHORD BEARING N73°58'43"W 58.94' N62°53'22"W 37.03' S72°58'25"W 78.14' N67°01'27"E 35.22' N69°49'22"E 82.92' S84°50'10"W 45.60' S2°58'22"E 5.28' S47°27'42"E 34.57' N62°15'56"W 14.14' S27°44'04"W 14.14' S62°15'56"E 14.14' S27°57'43"W 13.78' N59°10'20"W 13.78' S30°12'08"W 13.52' S64°38'26"E 13.54' S29°28'57"W 13.70' N63°52'18"W 13.74' S89°23'33"W 34.72' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 109 1+66.97 (NEW) 110 3+09.66 (NEW) 300 4+96.56 (EXISTING) NORTHING & EASTING TABLE POINT # 85 INTERSECTION END MARKET ST NORTHING 2171509.3759 EASTING 6340831.9058 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN AND SIGNAL LIGHT TO REMAIN. REMOVE AND DISPOSE OF EXISTING ACCESSIBLE CURB RAMP. REPLACE 15 REMOVE EXISTING STRIPING BY GRINDING. 24 PAINT CURB RED REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 75 TYPE 2 CURB INLET CATCH BASIN PER CITY OF STOCKTON STANDARD DRAWING NO. D-8. 87 INSTALL ACCESS GATE PER CITY OF STOCKTON STANDARD DRAWING NO. R-61. 76 12" STORM DRAIN PIPE 86 INSTALL MODIFIED FIRE ACCESS DRIVEWAY PER CITY OF STOCKTON STANDARD DRAWING NO. R-60. 85 INSTALL FIRE ACCESS DRIVEWAY PER CITY OF STOCKTON STANDARD DRAWING NO. R-60 84 REMOVE AND DISPOSE OF EXISTING STORM DRAIN LINE OR DRAIN INLET. 83 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 82 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL RAMP DRIVEWAY. 88 APPROXIMATE RIGHT OF WAY LINE. PROPERTY TO BE ABANDONED BY CITY AND SPLIT 50/50 BETWEEN PROPERTY OWNERS. FURTHER DETAIL TO BE ADDRESSED IN FINAL DESIGN. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.5 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND MARKET STREET FIRE TRUCK (THREE POINT TURN) 1" = 30' 1 GARBAGE TRUCK (THREE POINT TURN) 1" = 30' 2 MAIN STREET MAIN STREET MARKET STREET ALTERNATE (PRECISE ROAD PLAN) 1" = 50' 4 MARKET STREET ALTERNATE (EXISTING CONDITIONS) 1" = 50' 3 12 15 TYP. 82 82 83 84 82 40 84 86 87 85 24 24 7576 7675 24 24 1 24 88 88 Exhibit
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X X X X X X X X X X X X X X X X 6' X X X X X X X X X X X X X X X X 6' 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.6 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND WASHINGTON STREET FIRE TRUCK (THREE POINT TURN) 1" = 30' 1 GARBAGE TRUCK (THREE POINT TURN) 1" = 30' 2 MAIN STREET MAIN STREET E WASHINGTON STREET E WASHINGTON STREET Exhibit
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NEGATIVE DECLARATION AND PRECISE ROAD PLAN

FOR THE MAIN STREET AND MARKET STREET

COMPLETE STREETS PROJECT LOCATED BETWEEN
CENTER STREET AND STATE HIGHWAY ROUTE 99
OVERPASS (P25-0033)
Stockton City Council Meeting
Agenda Item 16.3
April 15, 2025
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MAIN & MARKET STREET PRECISE ROAD PLAN
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VICINITY MAP
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CURRENT SITUATION
» Current roadways have no
uniform master plan
» Current roadways have high
speeds and no clear bike and
pedestrian routes
» No current traffic calming
elements and inconsistent
lighting conditions
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THE PROJECT
» To create a unified complete street
» In accordance with SMC 16.148 create a geometric plan that sets the corridor requirements for grant-funded projects and future development
» Currently two grants have been secured for the initial project phase
» Identified as a priority in the City’s Bicycle Master Plan » Included in the City’s 2018-2023 5-year Capital Improvement Plan » Reduce Vehicle Miles Traveled through use of bike lanes and multi-modal transportation
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PRECISE ROAD PLAN DUE DILIGENCE
 Full Roadway Survey Complete
 Environmental Documentation
 Traffic Studies Complete
 Outreach Complete
 Development Review Complete
 Found to be in compliance with the General Plan
MAIN & MARKET STREET PRECISE ROAD PLAN | STOCKTON
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» Starting with input from the local community, the City identified key opportunities to enhance connectivity and mobility, and improve the user experience of the Main and Market Street corridors, including:

Enhanced corridors for bicyclists
Enhanced sidewalks and crossings to improve
accessibility
Enhanced vehicular flow with speed calming

PRECISE ROAD PLAN
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PRECISE ROAD PLAN
» Design Overview
Reduce Traffic from 2 Lanes to 1 Lane
Improve Curb/Gutter and Sidewalks
Install Accessible Curb Ramps
Traffic Calming Measures
Class II Buffered Bike Lanes
Improved Signals, Lighting, and New Striping
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PLANNING COMMISSION
• On March 27, 2025 Planning Commission held Public Hearing • Public comments received, concerns with roadway
narrowing and traffic safety
• PC approved a recommendation for Council approval
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RECOMMENDATION
» Staff recommends that the City Council adopt a Resolution:
• Certifying an Initial Study/Negative Declaration; and • Approving a Precise Road Plan for Main Street and Market Street Complete Streets
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City of Stockton
Legislation Text
File #: 25-0408, Version: 1

PUBLIC CENSURE HEARING TO REVIEW THE CENSURE AD HOC COMMITTEE

RECOMMENDATION, CONSIDER EVIDENCE AND TESTIMONY, AND DETERMINE IF CENSURE

IS WARRANTED

RECOMMENDATION
It is recommended that the Council review the Censure Ad Hoc Committee Recommendation, consider the evidence and testimony, and determine if censure is warranted.

Summary
On March 24, 2025, the City Clerk received the recommendation of the Censure Ad Hoc Committee directing the report be forwarded to the City Council and the matter set for a public censure hearing before the City Council.

Today the City Council is tasked with reviewing the recommendation, considering the evidence and testimony, and determining if censure is warranted.

DISCUSSION
Background
Council Policy Manual Chapter 4.08 (Council Censure) establishes the process for the censure of councilmembers. The process begins with the submission of a complaint by two councilmembers and an initial discussion before Council to determine whether the process should move forward. Absent a unanimous vote by the uninvolved councilmembers (those who did not submit and are not the subject of the complaint), the process continues.

On January 21, 2025, Councilmember Padilla and Vice Mayor Lee submitted a complaint to the City Clerk pursuant to Council Policy 4.08 (Attachment A- Complaint, Attachment B - Council Policy 4.08) requesting a censure hearing regarding an alleged violation of Council Policies 3.13 and 4.07 (Attachment C - Council Policy 3.13, Attachment D - Council Policy 4.07) by Councilmember Villapudua.

At the February 04, 2025, Council Meeting, there was no vote to stop the process, and the Council Censure Ad-Hoc Committee was created pursuant to Council Policy 4.08 with the Mayor naming the members.

The Ad Hoc met on February 25, 2025, to consider the following evidence:

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File #: 25-0408, Version: 1

1. Complaint

2. Council Policy 4.08

3. Council Policy 3.13

4. Council Policy 4.07

5. Video Link- Facebook Reel (Attachment E)
Following review of the evidence and discussion, the Committee decided there was enough evidence to support a public censure hearing, and appointed member Enríquez to draft the censure report and recommendation. The recommendation of the Ad Hoc was received by the City Clerk on March 24, 2025 (Attachment F - Censure Ad Hoc Committee Report and Recommendation).

The City Council is now tasked with reviewing the recommendation, considering the evidence and testimony, and determining if censure is warranted.

Present Situation
The recommendation of the Ad Hoc Committee is as follows. “Following a thorough review of the complaint and evidence, the Censure Ad-Hoc Committee recommends the following actions:

1. The complaint is supported by sufficient evidence of a violation of law or a serious violation of adopted policy to warrant a censure hearing.

2. The Committee directs the City Clerk to forward this report and recommendation to the entire City Council.

3. The matter shall be set for a public censure hearing before the City Council at the next available meeting date, ensuring compliance with due process requirements.” Council Policy 4.08 requires that the member:

1. Receive notice of the hearing.

2. Be given an opportunity to be heard during the hearing, including the opportunity to refute evidence
Councilmember Villapudua was notified of the hearing and provided the Ad Hoc recommendation on March 25, 2025 (Attachment G - Notice of Public Censure Hearing).

Council Policy 4.08 states, “A City Council decision to censure requires the adoption of a Resolution with appropriate findings. Findings must be based on substantial evidence that the member has engaged in conduct that violates a law, regulation, City policy, or the City Code of Ethics. The issuance of a resolution of censure requires a majority vote of the City Council. The accused Councilmember shall not participate in the City Council’s deliberations after the public hearing is closed or in any vote by the City Council on the proposed censure.” City of Stockton Page 2 of 3 Printed on 4/10/2025
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Findings are essentially a conclusion by the Council based on the evidence, testimony, and discussion regarding this item. The findings presented in the proposed Resolution are based on the Censure Ad Hoc Committee discussion and recommendation. The Council is entitled to adopt ‘as is’ or make changes if desired.

City Council should now, review the recommendation, consider the evidence and testimony, and determine if censure is warranted.

FINANCIAL SUMMARY
There is no direct financial impact should Council adopt a resolution censuring Councilmember Padilla.

Attachment A - Complaint
Attachment B - Council Policy 4.08
Attachment C - Council Policy 3.13
Attachment D - Council Policy 4.07
Attachment E - Facebook Reel
Attachment F - Censure Ad Hoc Committee Report and Recommendation Attachment G - Notice of Public Censure Hearing
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ATTACHMENT A
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ATTACHMENT A
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ATTACHMENT A
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ATTACHMENT A
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ATTACHMENT A
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ATTACHMENT A
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CHAPTER 4.08

COUNCIL CENSURE
§ 4.08.010. Purpose.

The residents of Stockton are entitled to responsible, fair, honest, and ethical City government. It is the Policy of the Stockton City Council that all its members shall abide by federal and state law, the City Charter, City legislation, and City Council policies. Violation of such laws or policies can subject the City to liability, affect the City's budget, resources, plans and timelines, injure the good name of the City, and undermine the effectiveness of the City Council as a whole. Such conduct is deemed to be subject to City Council Censure.

The purpose of this Policy and Procedure for Censure of City Councilmembers is to establish a process for City Councilmembers to seek a censure determination as to another City Councilmember. For purposes of this Policy, the term "Councilmember" includes each individual Councilmember, the Vice-Mayor, and the Mayor of the City.

Censure is a formal resolution of the City Council officially reprimanding one of its members for negligently, intentionally, or willfully violating a law, regulation, City policy, or the City Code of Ethics, while serving as a City of Stockton Councilmember. A censure shall be considered an expression of disapproval by the City Council but carries no additional penalty or fine imposed by the City Council.

In lieu of or in addition to censure, the City Council shall retain the right to refer any matter or alleged misconduct to an appropriate regulatory or enforcement agency and/or to take any other action otherwise authorized by policy or law.
§ 4.08.020. Procedures.
1) Any two City Councilmembers may initiate a censure process by jointly submitting a censure request to the City Clerk. The censure request shall be in writing, specify the name of the Councilmember sought to be censured, and specify the alleged misconduct for which censure is sought.
2) Within 10 days of receipt of the censure request, the City Clerk shall notify the Councilmember who is the subject of the requested censure, and the City Clerk shall provide that Councilmember with a copy of the written censure request. 3) The City Clerk shall thereafter place the censure request on the next regular City Council agenda for initial consideration of the censure request by the City Council at a City Council meeting occurring no later than 60 days after receipt of the censure request. The initial consideration of the censure may be heard at either a regular or special City Council meeting. 4) At that meeting, the Councilmembers who did not submit the complaint and the Councilmember who is not the subject of the complaint, may by unanimous vote, direct that the censure hearing not move forward. Absent this unanimous vote, the censure hearing shall move forward.
5) If a censure hearing moves forward, the next step is the creation of a Council ad hoc committee. The Mayor shall appoint a Council ad hoc committee to review the complaint as City of Stockton, CA
§ 4.08.010 § 4.08.020
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ATTACHMENT B
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set forth in subsection 6 below. Councilmembers who made the complaint and the accused councilmember shall not serve on the ad hoc committee. If the Mayor filed or is the subject of the complaint, the Vice Mayor shall appoint a Council ad hoc committee to review the complaint. If both the Mayor and Vice Mayor are unable to make the ad hoc appointment, the Councilmember with the longest tenure who is not involved in the filing of the complaint and is not the subject of the complaint, may appoint a Council ad hoc committee to review the complaint.
6) The ad hoc committee may interview witnesses and review documents relevant to the censure request. The ad hoc committee may seek the reasonable assistance of City staff, including the City Clerk, City Manager, and City Attorney, and may contract with consultants and/or investigators to assist the ad hoc committee in its investigation, provided that such contracts are subject to approval of the City Manager and City Attorney, and the amount of the contract shall not exceed the contracting authority of the City Manager without City Council approval.
7) The ad hoc committee shall endeavor to complete its investigation within 90 days of the establishment of the ad hoc committee, subject to reasonable extensions of time as the specific facts, circumstances, and investigation so warrant. 8) At the end of its investigation, the ad hoc committee shall determine whether the facts support/do not support a censure hearing and prepare a report and recommendation to the full City Council. The ad hoc committee report shall state the specific law or policy alleged to have been violated, summarize the complaint, evidence, and the results of its investigation. 9) If the ad hoc committee determines that the allegations are supported and a censure hearing is warranted, the committee shall direct the City Clerk to forward its report and recommendation to the entire City Council and set the matter for a public censure hearing before the City Council at the next available meeting date considering the due process requirements in Sections 11 and 12.
10) If the ad hoc committee concludes that the allegations are not supported and a censure hearing is not warranted, the ad hoc committee shall direct the City Clerk to forward the committee's report and recommendation to the entire City Council and no further action on the complaint will be taken.
11) If a public hearing is set before the City Council, the person against whom censure is sought is entitled to due process of law, which requires notice and an opportunity to be heard, including the opportunity to refute evidence against him/her. The hearing shall take place before the Council makes a final determination.
12) The hearing shall be far enough in advance to give the member subject to censure adequate time to review the allegations and evidence against him or her and prepare a defense, but no longer than 30 days from the date of the ad hoc committee's recommendation. 13) A City Council decision to censure requires the adoption of a Resolution with appropriate findings. Findings must be based on substantial evidence that the member has engaged in conduct that violates a law, regulation, City policy, or the City Code of Ethics. 14) The issuance of a resolution of censure requires a majority vote of the City Council. The City of Stockton, CA
§ 4.08.020 § 4.08.020
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§ 4.08.030. Responsibilities.

City Clerk: Submittal, notification, agenda scheduling, and other assistance as directed under the policy.

Mayor: Appoint a Council ad hoc committee to review complaint.

City Councilmembers: Determine whether censure process should proceed consistent with the policy. If the censure process moves forward, any selected councilmember must serve on the ad hoc committee to review the complaint and make a recommendation. § 4.08.040. Relevant authority.

Approved by Resolution.
§ 4.08.050. Related administrative directive, city policy, city procedure.

None applicable.
§ 4.08.060. Related forms, documents, or links.

None applicable.
§ 4.08.070. Frequently asked questions.

None applicable.
§ 4.08.080. Update history.
12/17/13 - Adopted by Resolution No. 2013-12-17-1213
1/26/16 - Amended by Resolution No. 2016-01-26-1203
11/19/24 - Amended by Resolution No. 2024-11-19-1218
accused Councilmember shall not participate in the City Council's deliberations after the public hearing is closed or in any vote by the City Council on the proposed censure.

City of Stockton, CA
§ 4.08.020 § 4.08.080
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ATTACHMENT B
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CHAPTER 3.13

COUNCILMEMBER AND COMMISSIONER CONDUCT POLICY
§ 3.13.010. Policy.

The proper operation of democratic government requires that public officials be independent and impartial in their judgment and actions; that government decisions and policy be made in the proper channels of the governmental structure; that public office not be used for personal gain; and that the public have confidence in the integrity of its government and public officials.

And that the realization of these ends is impaired whenever there exists, or appears to exist, an actual or potential conflict between the private interests of a governmental official and his or her public duties. Public interest requires high standards with respect to official conduct.

Therefore, the City Council sets the following standards of conduct for Councilmembers and Commissioners.
1) NORMS AND EXPECTATIONS.

A) Members shall:
i) Always put constituents first.
ii) Treat each other, staff, and members of the public with dignity, courtesy, and respect.
iii) Value all opinions, be tolerant of new and different ideas, and encourage creativity and innovation.
iv) Follow through on commitments and be accountable to each other. v) Clarify when items are discussed in confidence and maintain appropriate confidentiality.
vi) Be attentive to others, limiting interruptions and distractions. vii) Encourage dissent in debate while being mindful not to prolong discourse or block consensus.
viii) Be candid with each other about ideas and feelings and resolve conflicts directly. ix) Keep comments clear, concise, and on-topic to maximize opportunities for all to express themselves.
x) Continuously strive to improve how members work as a team. xi) Place clear and realistic demands on staff resources and time when requesting action.
xii) Start and end meetings on time, work from an agenda, and be present, attentive, and prepared.
xiii) Present problems in a way that promotes discussion and resolution.

City of Stockton, CA
§ 3.13.010 § 3.13.010
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ATTACHMENT C
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xiv) Continually work to build trust in each other.
2) GENERAL CONDUCT.

A) Members shall:
i) Treat each other and everyone with courtesy and refrain from inappropriate behavior and derogatory comments.
ii) Be fair, impartial, and unbiased when voting on quasi-judicial actions. iii) Use the speaker sequencing system to inform the presiding officer of their wish to speak and wait to be acknowledged by the presiding officer before speaking. iv) Move to require the presiding officer to enforce these Rules, and the presiding officer shall do so upon an affirmative vote of a majority of the members present. v) Preserve order and decorum during the meeting.
vi) Not delay or interrupt the proceedings or the peace of the council, nor disturb any member while speaking, by conversation or otherwise, nor disobey the orders of the council, or the presiding officer, except as otherwise herein provided. vii) Support the laws established by the council.
viii) Abide by these Rules in conducting the business of the City of Stockton. ix) Affirm their commitment to these Rules by signing the Creed for Councilmembers and Commissioners.
3) CONDUCT WITH MEMBERS.

A) Members shall:
i) Value each other's time.
ii) Attempt to build consensus on an item through an opportunity for dialogue; but when this is not possible, the majority vote shall prevail, and the majority and minority shall show respect for the opinion of all parties. iii) Have the right to dissent from, protest, or comment upon any action of the council. iv) Respect each other's opportunity to speak and, if necessary, agree to disagree. v) Avoid offensive negative comments and practice civility and decorum during discussions and debate.
vi) Assist the presiding officer's exercise of the affirmative duty to maintain order. 4) CONDUCT WITH CITY MANAGER AND STAFF.

A) Members of the city council shall:
i) Speak to the city manager directly on issues and concerns.

City of Stockton, CA
§ 3.13.010 § 3.13.010
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ii) Direct the city manager, by majority vote, to implement council policy decisions through the administrative functions of the city.
iii) Treat staff professionally and refrain from publicly criticizing individual employees.
iv) Avoid involvement in and commentary on personnel issues except during council closed sessions regarding council-appointed staff, which includes the city attorney, city auditor, city clerk, and city manager.
v) Discuss directly with the city attorney, city auditor, city clerk, and city manager, as appropriate, any displeasure with a department or staff. vi) Request answers to questions on council agenda items from the city attorney, city auditor, city clerk, and city manager prior to the meeting whenever possible.

B) General Direction.
i) Council requests that deal with policy issues and council requests that may be construed as direction must be directed to the city manager. Members may also deal directly with the city attorney, city clerk, city auditor. 5) CONDUCT WITH THE PUBLIC.

A) Members shall:
i) Make the public feel welcome.
ii) Be impartial, respectful, and without prejudice toward the public. iii) Listen courteously and attentively to public comment. iv) Not argue back and forth with members of the public. v) Make no promises to the public on behalf of the legislative body. 6) CONDUCT WITH OTHER AGENCIES.

A) Members shall:
i) Project a positive image of the city when dealing with other agencies. ii) Show tolerance and respect for other agencies' opinions and issues and, if necessary, agree to disagree.
iii) Represent official policies or positions of the council when designated as delegates of a legislative body.
iv) Explicitly state when their opinions and positions do not represent the legislative body when representing their individual opinions and positions, and not allow the inference that they do.
v) Have the ability to lobby or discuss issues that have been adopted by legislative City of Stockton, CA
§ 3.13.010 § 3.13.010
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ATTACHMENT C
1668
(Res. No. 2024-09-17-1501, 9/17/2024)
bodies or are standing policies of the legislative bodies with other legislators, government officials, applicants, or other interested persons. 7) CONDUCT WITH BOARDS AND COMMISSIONS.

A) Councilmembers shall:
i) Treat all members of boards, commissions, and committees with appreciation and respect.
ii) Refrain from participation at board, commission, and committee meetings with the purpose of influencing the outcome of those meetings.
8) CONDUCT WITH THE MEDIA.

A) Councilmembers shall conduct themselves in accordance with the City Council Communication Guidelines as stated within the Council Policy Manual.

B) Members shall not discuss — or go "off the record" with the media to discuss — confidential or privileged information pertaining to closed sessions, or attorney-client privileged or attorney work product communications, including but not limited to personnel, litigation, or real property negotiations.

C) Providing non-confidential, non-privileged background information is acceptable. 9) ETHICAL CONDUCT.

A) Members shall conduct themselves in accordance with the Council Policy Manual Conflict of Interest Code and Code of Ethics including but not limited to:
i) Members shall comply with the City Charter nepotism policies. ii) Members shall comply with the Mayor and Council Discretionary Funding Policy as stated in the Council Policy Manual.
iii) Members are obligated to comply Assembly Bill 1234 by completing ethics training within 30 days of taking office and at least every two years. iv) Members are obligated to comply with Assembly Bills 1825 and 1661 by completing sexual harassment training within six months of taking office and at least every two years.
v) Members shall follow the Political Reform Act and Fair Political Practices Commission regulations.
vi) Members shall conduct themselves in accordance with all policies and training.

City of Stockton, CA
§ 3.13.010 § 3.13.020
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ATTACHMENT C
1669
§ 3.13.020. Creed for councilmembers and commissioners.

CREED FOR COUNCILMEMBERS AND COMMISSIONERS
As a public official, I believe:

That the proper operation of democratic government requires that public officials be independent and impartial in their judgment and actions; that government decisions and policy be made in the proper channels of the governmental structure; that public office not be used for personal gain; and that the public have confidence in the integrity of its government and public officials.

And that the realization of these ends is impaired whenever there exists, or appears to exist, an actual or potential conflict between the private interests of a governmental official and his or her public duties. Public interest requires high standards with respect to official conduct.

Therefore, as a public official of the City of Stockton, I assert my solemn belief that the primary responsibility for maintaining a high level of conduct among city officials and employees falls upon the Council as the governing body elected by the people. Consequently, as a public official, I believe it is my duty to uphold the expectations of the Council Policy on Conduct of Councilmembers and Commissioners. In accordance with those polices I commit to:

1. Represent and work for the common good of the people of my city and not for private interest, assuring fair and equal treatment of all persons, claims, and transactions coming before me in my official capacity.

2. Learn the background and purposes of all action items before voting and request answers to questions on council agenda items from the city manager, city attorney, and city clerk prior to the meeting whenever possible.

3. Refrain from disclosing confidential information concerning the city government, in accordance with the provisions of the Brown Act. I understand that speaking on activity during Closed Session is a violation of the Brown Act and I may not share Closed Session information with anyone.

4. Help the Council maintain the highest standard of rules of conduct by refusing to approve breaches of public trust or improper attempts to influence legislation and by being willing to vote to censure any public official who willfully violates the duly established rules of conduct. Censure should be for just cause and not for political purposes consistent with the Council Censure Policy.

5. Uphold the standards outlined in the Council Policy Manual Decorum policy.

6. Faithfully perform my duties as a public official by attending all sessions of the meeting body and if applicable, its committees of which I am a member, unless unable to do so for some compelling reason or disability. I will make every attempt to be punctual and ready to conduct business.
_______________________________
Signature
_______________________________
Date
_______________________________
Printed Name
_______________________________
Title of Office
City of Stockton, CA
§ 3.13.020 § 3.13.020
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ATTACHMENT C
1670
(Res. No. 2024-09-17-1501, 9/17/2024)
City of Stockton, CA
§ 3.13.020 § 3.13.020
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ATTACHMENT C
1671
CHAPTER 4.07

DECORUM
§ 4.07.010. Policy.
1) COUNCILMEMBERS
The City Council will practice civility and decorum in their discussions and debate.

Councilmembers will value each other's time and will preserve order and decorum. A member shall neither, by conversation or otherwise, delay or interrupt the proceedings of the Council, use personal, impertinent or slanderous remarks, nor disturb any other member while that member is speaking or refuse to obey the orders of the presiding officer or the Council, except as otherwise provided herein.

A) All Councilmembers have the opportunity to speak and agree to disagree but no Councilmember shall speak twice on any given subject unless all other Councilmembers have been given the opportunity to speak.

B) The Mayor has the affirmative duty to maintain order. The City Council will honor the role of the Mayor in maintaining order. If a Councilmember believes the Mayor is not maintaining order, the Councilmember may move that the Vice-Mayor enforce the rules of decorum and otherwise maintain order. If that motion receives a second and is approved by a Council majority, the Vice-Mayor shall enforce the rules of decorum and maintain order.

C) Any Councilmember who violates the rules repeatedly shall be sanctioned by the City Council, including, but not limited to, barring the Councilmember from further participation (other than voting) on the subject.
2) PERSONS ADDRESSING THE CITY COUNCIL
Persons addressing the Council shall not make personal, impertinent, unduly repetitive, slanderous or profane remarks to the Council, any member of the Council, City staff or the general public, nor utter loud, threatening, personal or abusive language, nor engage in any other conduct that disrupts, disturbs or otherwise unreasonably impedes the orderly conduct of the Council meeting. Any person who makes such remarks, who utters loud, threatening, personal or abusive language, who is unduly repetitious or engages in extended discussion of irrelevancies, or who engages in any disorderly conduct that disrupts, disturbs or otherwise unreasonably impedes the orderly conduct of any Council meeting shall, at the discretion of the presiding officer or a majority of the Council, be barred from further audience before the Council during that meeting.
3) ENFORCEMENT
The rules of decorum set forth above shall be enforced in the following manner:

Warning. The presiding officer shall request that a person who is breaching the rules of decorum be orderly and silent. If, after receiving a warning from the presiding officer, a person persists in disturbing the meeting, the presiding officer shall order him or her to leave the Council meeting. If such person does not remove himself or herself, the presiding officer City of Stockton, CA
§ 4.07.010 § 4.07.010
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ATTACHMENT D
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§ 4.07.020. Responsibilities.

Mayor: Affirmative duty to maintain order.
§ 4.07.030. Relevant authority.

City Charter Section 400;
Stockton Municipal Code Section 2.04.010.
§ 4.07.040. Related administrative directive, city policy, city procedure.

None applicable.
§ 4.07.050. Related forms, documents, or links.

None applicable.
may order any law enforcement officer who is on duty at the meeting to remove that person from the Council Chambers.
4) RULES PERTAINING TO SIGNS, OBJECTS, SYMBOLIC MATERIALS, AND FIRE

SAFETY WITHIN THE COUNCIL CHAMBERS DURING COUNCIL MEETINGS A) Objects and symbolic materials such as signs which do not have sticks attached or otherwise create any fire or safety hazards will be allowed within the Council Chamber during Council meetings provided that they are not so large as to infringe upon the space of those in adjacent areas, and are no wider on their longest side than the audience chairs.

B) Persons with objects and symbolic materials such as signs must remain seated when displaying them except when making an oral presentation to the Council and must not raise them above shoulder level or otherwise use them to obstruct vision or passage or disturb the conduct of the Council meeting. Such materials may not be placed on or against the walls, doors or furniture or in the aisles.

C) Exits shall not be obstructed in any manner. Obstructions, including storage, shall not be placed in aisles or other exit ways. Hand carried items must be stored so that such items do not inhibit passage in aisles or other exit ways.

D) Exit ways shall not be used in any way that will present a hazardous condition.

E) Overcrowding and admittance of persons beyond the approved capacity of a place of assembly are prohibited.

F) The Fire Marshal may establish designated areas for media equipment. 5) PERSONS AUTHORIZED WITHIN RAIL
No person except City officials and City staff shall be permitted within the rail in front of the City Council dais without the express consent of the presiding officer.

City of Stockton, CA
§ 4.07.010 § 4.07.060
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ATTACHMENT D
1673
§ 4.07.060. Frequently asked questions.

None applicable.
§ 4.07.070. Update history.
3/16/81 - Adopted by Resolution No. 38,095
2/22/82 - Amended by Resolution No. 38,894
4/21/86 - Amended by Resolution No. 86-0222
10/26/87 - Amended by Resolution No. 87-0583
5/7/90 - Amended by Resolution No. 90-0286
2/4/92 - Amended by Resolution No. 91-0110
6/7/93 - Amended by Resolution No. 93-0377
2/23/10 - Amended by Resolution No. 10-0041
12/17/13 - Amended by Resolution No. 2013-12-17-1213
1/26/16 - Amended by Resolution No. 2016-01-26-1203
City of Stockton, CA
§ 4.07.060 § 4.07.070
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https://www.facebook.com/reel/1314520393306514

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Resolution No.

STOCKTON CITY COUNCIL

RESOLUTION CENSURING COUNCILMEMBER VILLAPUDUA FOR VIOLATION OF COUNCIL POLICIES 3.13 – COUNCILMEMBER AND COMMISSIONER CONDUCT POLICY AND 4.07 - DECORUM
Council Policy Manual Chapter 4.08 (Council Censure) establishes the process for the censure of councilmembers; and
The process begins with the submission of a complaint by two councilmembers and an initial discussion before Council to determine whether the process should move forward; and
Absent a unanimous vote by the uninvolved councilmembers (those who did not submit and are not the subject of the complaint), the process continues; and On January 21, 2025, Councilmember Padilla and Vice Mayor Lee submitted a complaint to the City Clerk pursuant to Council Policy 4.08 requesting a censure hearing regarding an alleged violation of Council Policies 3.13 and 4.07 by Councilmember Villapudua; and
At the February 4, 2025, Council Meeting, there was no unanimous vote to stop the process the Mayor appointed the Council Censure Ad-Hoc Committee pursuant to Council Policy 4.08; and
On February 25, 2025, the Ad Hoc Censure Committee reviewed and discussed the evidence and appointed Committee member Enríquez to draft the report and recommendation to be submitted to the clerk and forwarded to the full Council; and Councilmember Enríquez submitted the Committee Report and Recommendation to the City Clerk on March 24, 2025 and Councilmember Villapudua was notified of the hearing on March 25, 2025.

In accordance with Council Policy 4.08 – Council Censure, the City Council has considered the report and recommendation of the Censure Ad Hoc Committee, reviewed the evidence presented, and heard the testimony of Councilmember Villapudua; and The City Council has determined that based on available evidence, there are sufficient facts to support the censure of Councilmember Villapudua; now, therefore,

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF STOCKTON, AS FOLLOWS:
1741

1. Based on its review of the entire record herein, the City Council makes the following findings that support the censure of Councilmember Villapudua:

A. Video evidence shows Councilmember Villapudua displaying a derogatory hand sign to a member of the public in the Council Chamber.

B. Council Policy 3.13 sets the standards of conduct for Councilmembers and Commissioners specifying conduct with the public. Councilmember Villapudua’s display of a derogatory hand sign to a member of the public is in violation of this policy.

C. Council Policy 4.07 establishes that Councilmembers will preserve order and decorum. Councilmember Villapudua’s display of a derogatory hand sign to a member of the public is in violation of this policy.

2. Based on its review of the entire record herein, all supporting, referenced, and incorporated documents, the findings above, and all comments received, the City Council hereby censures Councilmember Brando Villapudua, for violation of Council Policies 3.13 and 4.07 and disassociates itself from Councilmember Villapudua’s conduct as they are not reflective of the governing body’s feelings or sentiment towards any of our residents.

PASSED, APPROVED and ADOPTED April 15, 2025 .

CHRISTINA FUGAZI
Mayor of the City of Stockton
ATTEST:

KATHERINE ROLAND, CMC, CMPC
City Clerk of the City of Stockton
1742

PUBLIC CENSURE HEARING TO

REVIEW THE CENSURE AD HOC

COMMITTEE RECOMMENDATION,

CONSIDER EVIDENCE AND

TESTIMONY, AND DETERMINE IF

CENSURE IS WARRANTED
April 15, 2025
1743
Censure Process
21 Jan. 2025
Complaint by Councilmember Padilla and
Vice Mayor Lee was filed with the City
Clerk requesting a Censure Hearing
regarding alleged violation of Council
Policies 3.13 and 4.07 by Councilmember
Villapudua
4 Feb. 2025
During the Council meeting there was no
vote to stop the process, and the Censure
Ad-Hoc Committee was created with the
Mayor naming the members
25 Feb. 2025
Censure Ad-Hoc Committee considered
evidence, had discussion, and decided
there was enough information to support a
censure hearing. Member Enríquez was
appointed to draft the report and
recommendation.
24 Mar. 2025
The report and recommendation of the
Censure Ad-Hoc Committee was received
by the City Clerk.
25 Mar. 2025
Councilmember Villapudua was notified of
the hearing and provided a copy of the Ad
Hoc report and recommendation.
1744
Public Censure Hearing
 The member must be given the opportunity to be heard during the hearing, including the opportunity to refute evidence.
 The member shall not participate in the City Council’s deliberations after the public hearing is closed or in any vote by the City Council on the proposed censure.
 Council should:
 Review the Ad Hoc recommendation
 Consider evidence and testimony
 Determine if Censure is warranted
1745
Council Policy

4.08 – Council
Censure
 “A City Council decision to censure
requires the adoption of a Resolution
with appropriate findings. Findings must
be based on substantial evidence that
the member has engaged in conduct
that violates a law, regulation, City
policy, or the City Code of Ethics. The
issuance of a resolution of censure
requires a majority vote of the City
Council.”
1746
Council Policy

3.13 –
Councilmember
and
Commissioner
Conduct Policy
https://ecode360.com/ST5019/laws/LF2161055.pdf
1747
Council Policy

4.07 – Decorum
https://ecode360.com/43728010#43728010
1748
Video Link https://www.facebook.com/reel/1314520393306514 1749
Questions
1750
City of Stockton
Legislation Text
File #: 25-0462, Version: 1

COUNCIL COMMITTEE/BOARD AND COMMISSION MINUTES

RECOMMENDATION
Information item only. No action required.

City of Stockton Page 1 of 1 Printed on 4/10/2025
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