Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 60.0 100. 100. 290. 100. 100. 100. 100. 205. 210. 100. 170.
No. of Lanes in Entry Pocket 1 0 0 2 0 1 0 0 2 1 0 1
Lane Width [ft] 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turning Movement Left Thru Righ Left Thru Righ Left Thru Righ Left Thru Righ Lane Configuration
Approach Northeastbound Southwestboun Northwestbound Southeastbound Name Route 1 Route 1 Linda Mar Blvd.
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 32 435 123 766 662 179 161 90 410 150 130 34 Total 15-Minute Volume [veh/h] 8 109 31 192 166 45 40 23 103 38 33 9 Other Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Total Hourly Volume [veh/h] 32 435 123 766 662 179 161 90 410 150 130 34 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 5 7 56 3 15 5 12 43 18 13 1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Base Volume Input [veh/h] 31 430 116 710 659 164 156 78 367 132 117 33 Name Route 1 Route 1 Linda Mar Blvd.
Volumes
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
1 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No Yes No Yes No No
l2, Clearance Lost Time [s] 2.0 3.5 0.0 3.0 3.5 0.0 0.0 3.0 3.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 24 0 0 25 0 0 10 0 0 28 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 3.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 1.0 0.0 1.0 0.0 Amber [s] 3.0 4.5 0.0 4.0 4.5 0.0 0.0 4.0 4.0 0.0 4.0 0.0 Maximum Green [s] 30 40 0 40 40 0 0 40 40 0 40 0
Minimum Green [s] 5 10 0 5 10 0 0 10 5 0 10 0
Lead / Lag Lea - - Lea - - - - - - - -
Auxiliary Signal Groups 1,8
Signal Group 5 2 0 1 6 0 0 8 1 0 4 0
Control Type Prot Per Per Prot Per Per Split Split Split Split Split Split Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
2 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
95th-Percentile Queue Length [ft/ln] 34.2 239. 229. 283. 179. 89.6 217.71 183.60 142. 118. 28.7 95th-Percentile Queue Length [veh/ln] 1.37 9.59 9.19 11.3 7.16 3.58 8.71 7.34 5.69 4.73 1.15 50th-Percentile Queue Length [ft/ln] 19.0 142. 134. 175. 99.4 49.7 125.75 102.00 78.9 65.6 15.9 50th-Percentile Queue Length [veh/ln] 0.76 5.68 5.39 7.01 3.98 1.99 5.03 4.08 3.16 2.63 0.64 Critical Lane Group No No Yes Yes No No No Yes Yes No No Lane Group LOS D D D C B B D D D D C
d, Delay for Lane Group [s/veh] 49.2 37.2 37.9 31.6 16.8 15.4 35.94 35.55 40.1 37.6 33.9 X, volume / capacity 0.57 0.81 0.82 0.85 0.43 0.26 0.75 0.79 0.71 0.59 0.18 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.95 4.55 5.19 2.27 0.19 0.20 3.43 2.76 4.43 2.48 0.46 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 40.2 32.6 32.7 29.4 16.6 15.2 32.51 32.78 35.7 35.1 33.4 c, Capacity [veh/h] 56 354 328 906 153 686 334 518 210 221 188 s, saturation flow rate [veh/h] 177 186 172 344 354 158 1805 2803 177 186 158 (v / s)_i Volume / Saturation Flow Rate 0.02 0.15 0.16 0.22 0.19 0.11 0.14 0.15 0.08 0.07 0.02 g / C, Green / Cycle 0.03 0.19 0.19 0.26 0.43 0.43 0.18 0.18 0.12 0.12 0.12 g_i, Effective Green Time [s] 3 16 16 22 36 36 16 16 10 10 10 l2, Clearance Lost Time [s] 2.00 3.50 3.50 3.00 3.50 3.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 5.50 5.50 5.00 5.50 5.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 84 84 84 84 84 84 84 84 84 84 84
Lane Group L C C L C R C R L C R
Lane Group Calculations
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
3 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.2 37.4 37.9 31.6 16.8 15.4 35.9 35.9 35.5 40.1 37.6 33.9 Movement LOS D D D C B B D D D D D C
d_A, Approach Delay [s/veh] 38.22 23.75 35.70 38.45
Approach LOS D C D D
d_I, Intersection Delay [s/veh] 30.39
Intersection LOS C
Intersection V/C 0.711
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 8 - - - - - - - - - - - -
Sequence
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
4 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Volume to Capacity (v/c): 0.673
Level Of Service: B
Delay (sec / veh): 12.2
Analysis Period: 15 minutes
Analysis Method: HCM 2010
Control Type: Signalized
Intersection 4: Route 1 & Crespi Dr.
Intersection Level Of Service Report
Crosswalk Yes No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 49.21
No. of Lanes in Exit Pocket 0 0 0 0 0 1
Entry Pocket Length [ft] 100.00 95.00 155.00 100.00 100.00 140.00 No. of Lanes in Entry Pocket 0 1 2 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northeastbound Southwestbound Northwestbound
Name Route 1 Route 1 Crespi Drive
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 939 60 392 1574 63 235
Total 15-Minute Volume [veh/h] 235 15 98 394 16 59
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 939 60 392 1574 63 235
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 62 4 13 70 4 21
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 877 56 379 1504 59 214
Name Route 1 Route 1 Crespi Drive
Volumes
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
5 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.5 3.0 3.0 3.5 3.0 3.0
l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 12 18 0 10 18 0
Walk [s] 5 5 0 5 5 0
Vehicle Extension [s] 3.0 3.0 3.0 3.0 3.0 3.0
Split [s] 0 0 0 0 0 0
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0
Amber [s] 4.5 4.0 4.0 4.5 4.0 4.0
Maximum Green [s] 60 60 60 60 60 60
Minimum Green [s] 10 10 10 10 10 10
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups 2,8 1,8
Signal Group 2 8 1 6 8 1
Control Type Permissiv Overlap Protected Permissiv Permissiv Overlap Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
6 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
95th-Percentile Queue Length [ft/ln] 189.45 5.89 87.74 141.08 27.97 63.94 95th-Percentile Queue Length [veh/ln] 7.58 0.24 3.51 5.64 1.12 2.56 50th-Percentile Queue Length [ft/ln] 105.30 3.27 48.74 78.38 15.54 35.52 50th-Percentile Queue Length [veh/ln] 4.21 0.13 1.95 3.14 0.62 1.42 Critical Lane Group No No No Yes No Yes
Lane Group LOS B A C A B A
d, Delay for Lane Group [s/veh] 17.27 3.93 20.77 7.52 18.54 9.09 X, volume / capacity 0.79 0.06 0.61 0.72 0.19 0.32
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.23 0.03 0.92 0.46 0.27 0.24 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 16.05 3.90 19.85 7.06 18.26 8.84
c, Capacity [veh/h] 1187 989 646 2185 332 742
s, saturation flow rate [veh/h] 3547 1583 3445 3547 1774 1583 (v / s)_i Volume / Saturation Flow Rate 0.26 0.04 0.11 0.44 0.04 0.15 g / C, Green / Cycle 0.33 0.62 0.19 0.62 0.19 0.47
g_i, Effective Green Time [s] 18 33 10 33 10 25
l2, Clearance Lost Time [s] 3.50 0.00 3.00 3.50 3.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.50 5.00 5.00 5.50 5.00 5.00 C, Cycle Length [s] 53 53 53 53 53 53
Lane Group C R L C L R
Lane Group Calculations
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
7 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 17.27 3.93 20.77 7.52 18.54 9.09 Movement LOS B A C A B A
d_A, Approach Delay [s/veh] 16.47 10.16 11.08
Approach LOS B B B
d_I, Intersection Delay [s/veh] 12.18
Intersection LOS B
Intersection V/C 0.673
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 8 - - - - - - - - - - - - -
Sequence
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
8 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Volume to Capacity (v/c): 0.907
Level Of Service: E
Delay (sec / veh): 55.9
Analysis Period: 15 minutes
Analysis Method: HCM 2010
Control Type: Signalized
Intersection 8: Route 1 & Fassler Ave/Rockaway Beach Ave.
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.2 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 155. 100. 55.0 400. 100. 50.0 100. 100. 100. 100. 100. 100.
No. of Lanes in Entry Pocket 1 0 1 1 0 1 0 0 1 0 0 0
Lane Width [ft] 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turning Movement Left Thru Righ Left Thru Righ Left Thru Righ Left Thru Righ Lane Configuration
Approach Northeastbound Southwestboun Northwestbound Southeastbound Name Route 1 Route 1 Fassler Ave. Ro Be
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 83 108 16 742 181 88 24 27 345 131 42 91 Total 15-Minute Volume [veh/h] 21 272 4 186 454 22 6 7 86 33 11 23 Other Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Total Hourly Volume [veh/h] 83 108 16 742 181 88 24 27 345 131 42 91 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 75 8 18 78 0 5 0 15 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Base Volume Input [veh/h] 83 101 8 724 173 88 19 27 330 131 42 91 Name Route 1 Route 1 Fassler Ave. Ro Be
Volumes
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
9 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 2.0 3.5 0.0 2.0 3.5 0.0 0.0 3.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 3.0 4.5 0.0 3.0 4.5 0.0 0.0 4.0 0.0 0.0 3.0 0.0 Maximum Green [s] 20 60 0 60 60 0 0 60 0 0 40 0
Minimum Green [s] 5 10 0 10 10 0 0 10 0 0 10 0
Lead / Lag Lea - - Lea - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 8 0 0 4 0
Control Type Prot Per Per Prot Per Per Split Split Split Split Split Split Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
10 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
95th-Percentile Queue Length [ft/ln] 161. 697. 18.6 512. 115 75.1 80.02 280.30 418.10 95th-Percentile Queue Length [veh/ln] 6.46 27.9 0.74 20.5 46.2 3.00 3.20 11.21 16.72 50th-Percentile Queue Length [ft/ln] 89.7 512. 10.3 357. 907. 41.7 44.46 172.57 280.71 50th-Percentile Queue Length [veh/ln] 3.59 20.4 0.41 14.3 36.3 1.67 1.78 6.90 11.23 Critical Lane Group Yes No No No Yes No No Yes Yes
Lane Group LOS F D C E F B E E E
d, Delay for Lane Group [s/veh] 84.0 52.8 34.4 60.3 50.8 19.3 58.13 70.15 76.81 X, volume / capacity 0.80 0.93 0.03 0.90 1.00 0.11 0.20 0.87 0.91 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 13.2 3.76 0.02 4.07 13.6 0.06 0.38 6.13 14.64 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.20 0.11 0.11 0.11 0.15 d1, Uniform Delay [s] 70.7 49.1 34.4 56.2 37.2 19.2 57.75 64.01 62.17 c, Capacity [veh/h] 103 117 524 821 181 809 257 395 289 s, saturation flow rate [veh/h] 177 354 158 344 354 158 1820 2803 1716 (v / s)_i Volume / Saturation Flow Rate 0.05 0.31 0.01 0.22 0.51 0.06 0.03 0.12 0.15 g / C, Green / Cycle 0.06 0.33 0.33 0.24 0.51 0.51 0.14 0.14 0.17 g_i, Effective Green Time [s] 9 50 50 36 78 78 21 21 26 l2, Clearance Lost Time [s] 2.00 3.50 3.50 2.00 3.50 3.50 3.00 3.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 5.50 5.50 4.00 5.50 5.50 5.00 5.00 4.00 C, Cycle Length [s] 152 152 152 152 152 152 152 152 152 Lane Group L C R L C R C R C
Lane Group Calculations
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
11 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 84.0 52.8 34.4 60.3 50.8 19.3 58.1 58.1 70.1 76.8 76.8 76.8 Movement LOS F D C E F B E E E E E E
d_A, Approach Delay [s/veh] 54.81 52.44 68.60 76.81
Approach LOS D D E E
d_I, Intersection Delay [s/veh] 55.92
Intersection LOS E
Intersection V/C 0.907
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 8 - - - - - - - - - - - -
Sequence
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
12 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Volume to Capacity (v/c): 0.856
Level Of Service: C
Delay (sec / veh): 26.4
Analysis Period: 15 minutes
Analysis Method: HCM 2010
Control Type: Signalized
Intersection 9: Route 1 & Reina del Mar Ave.
Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 45.00 45.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100. 100. 50.0 175. 100. 55.0 425. 100. 100. 100. 100. 100.
No. of Lanes in Entry Pocket 0 0 1 1 0 1 1 0 0 0 0 0
Lane Width [ft] 0.00 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 0.00 12.0 0.00 Turning Movement Left Thru Righ Left Thru Righ Left Thru Righ Left Thru Righ Lane Configuration
Approach Westbound Northeastbound Southwestboun Southeastbound Name Re de Route 1 Route 1 Calera WRP
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 94 3 125 2 146 82 220 258 4 5 2 14 Total 15-Minute Volume [veh/h] 24 1 31 1 367 21 55 646 1 1 1 4 Other Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Total Hourly Volume [veh/h] 94 3 125 2 146 82 220 258 4 5 2 14 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 80 0 0 111 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Base Volume Input [veh/h] 94 3 125 2 138 82 220 247 4 5 2 14 Name Re de Route 1 Route 1 Calera WRP
Volumes
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
13 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 2.0 3.5 0.0 2.0 3.5 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0
Vehicle Extension [s] 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 3.0 4.5 0.0 3.0 4.5 0.0 0.0 3.0 0.0 Maximum Green [s] 0 60 0 20 120 0 60 120 0 0 30 0
Minimum Green [s] 0 10 0 5 10 0 5 10 0 0 10 0
Lead / Lag - - - Lea - - Lea - - - - -
Auxiliary Signal Groups
Signal Group 0 8 0 5 2 0 1 6 0 0 4 0
Control Type Split Split Split Prot Per Per Prot Per Per Split Split Split Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
14 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
95th-Percentile Queue Length [ft/ln] 182.52 172.90 5.87 498. 43.1 301. 944. 946. 32.91 95th-Percentile Queue Length [veh/ln] 7.30 6.92 0.23 19.9 1.73 12.0 37.8 37.8 1.32 50th-Percentile Queue Length [ft/ln] 101.40 96.06 3.26 345. 23.9 188. 724. 725. 18.28 50th-Percentile Queue Length [veh/ln] 4.06 3.84 0.13 13.8 0.96 7.56 28.9 29.0 0.73 Critical Lane Group No Yes Yes No No No No Yes Yes
Lane Group LOS E E F B B E C C E
d, Delay for Lane Group [s/veh] 65.94 67.69 114. 18.3 11.1 64.3 24.3 24.4 63.44 X, volume / capacity 0.76 0.78 0.42 0.69 0.09 0.88 0.94 0.95 0.32 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.83 9.47 49.5 0.41 0.04 9.60 9.44 9.50 2.84 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.29 0.29 0.11 d1, Uniform Delay [s] 58.11 58.22 64.7 17.9 11.1 54.7 14.9 14.9 60.59 c, Capacity [veh/h] 150 136 5 211 946 250 137 136 65
s, saturation flow rate [veh/h] 1744 1583 177 354 158 177 186 186 1583 (v / s)_i Volume / Saturation Flow Rate 0.07 0.07 0.00 0.41 0.05 0.12 0.69 0.70 0.01 g / C, Green / Cycle 0.09 0.09 0.00 0.60 0.60 0.14 0.74 0.74 0.04 g_i, Effective Green Time [s] 11 11 0 78 78 18 96 96 5
l2, Clearance Lost Time [s] 2.00 2.00 2.00 3.50 3.50 2.00 3.50 3.50 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 5.50 5.50 4.00 5.50 5.50 4.00 C, Cycle Length [s] 130 130 130 130 130 130 130 130 130 Lane Group C R L C R L C C C
Lane Group Calculations
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
15 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 65.9 65.9 67.4 114. 18.3 11.1 64.3 24.3 24.4 63.4 63.4 63.4 Movement LOS E E E F B B E C C E E E
d_A, Approach Delay [s/veh] 66.79 18.13 27.51 63.44
Approach LOS E B C E
d_I, Intersection Delay [s/veh] 26.41
Intersection LOS C
Intersection V/C 0.856
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 8 - - - - - - - - - - - -
Sequence
RKH Report File: \...\20190901 C+PP.pdf
RKH Civil and Transportation Engineering
Vistro File: \...\20190901.vistro
11/6/2021
16 Scenario 16: 16 C+PP
570 Crespi Drive
Version 2021 (SP 0-6)
Generated with
C. Traffic Analysis Worksheets
TRIP GENERATION RATE* TRIP GENERATION VOLUME
TZ LAND LU A.M. PEAK HOUR P.M. PEAK HOUR A.M. PEAK HOUR P.M. PEAK HOUR
USE ADDRESS CODE SIZE UNITS IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL 12 Multifamily Housing (Low Rise) 220 19 DU 0.12 0.40 0.52 0.45 0.26 0.71 2 8 10 8 5 13 17 Medical Office 720 3.165 KSF 2.55 0.72 3.27 1.13 2.90 4.03 8 2 10 4 9 13 11 Multifamily Housing (Low Rise) Adobe Drive 220 7 DU 0.13 0.42 0.54 0.50 0.29 0.79 1 3 4 3 2 6 14 Multifamily Housing (Low Rise) 801 Fassler Ave. 220 24 DU 0.12 0.39 0.51 0.44 0.26 0.69 3 9 12 10 6 17 10 Multifamily Housing (Low Rise) Hillside Meadows 220 36 DU** 0.12 0.39 0.50 0.42 0.24 0.66 4 14 18 15 9 24 13 Single Family Detached Harmony @ One 210 4 DU 0.19 0.56 0.74 0.62 0.37 0.99 1 2 3 2 1 4 15 Single Family Detached Oddstad Way 210 3 DU 0.19 0.56 0.74 0.62 0.37 0.99 1 2 2 2 1 3 16 Single Family Detached Higgins Way 210 125 DU 0.19 0.56 0.75 0.63 0.37 1.01 23 70 94 79 47 126 22 Multifamily Housing (Low Rise) 220 6 DU 0.13 0.42 0.55 0.51 0.30 0.80 1 3 3 3 2 5 23 Fast Casual Restaurant 930 3.050 KSF 1.39 0.68 2.07 7.00 5.73 12.73 4 2 6 21 17 39 24 Single Family Detached Pacifica Highlands 210 54 DU 0.19 0.56 0.74 0.66 0.39 1.04 10 30 40 35 21 56 25 Multifamily Housing (Low Rise) 220 89 DU 0.11 0.37 0.48 0.38 0.22 0.60 10 33 43 34 20 53 26 Small Office 712 1.760 KSF 1.59 0.33 1.92 0.78 1.67 2.45 3 1 3 1 3 4 27 Multifamily Housing (Low Rise) 930 Oddstad Blvd. 220 70 DU 0.11 0.37 0.49 0.39 0.23 0.61 8 26 34 27 16 43 * Source: ITE Trip Generation, 10th Edition, © 2019
570 Crespi Drive
Pacifica
Vehicle Trip Generation
PROJECT
1300 Danmann Ave
Cabrillo Highway
BACKGROUND
CUMULATIVE
570 Crespi Drive
November 5, 2021
Residential Vehicle Trip Distribution
AM Peak Hour
TZ 1 2 3 4 5 18 19 20
10 PURPOSE Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E Total 11 Work 47% 44.0% 2.0% 1.0% 47.0%
16 Errands/Shopping 21% 4.0% 10.0% 2.0% 5.0% 21.0%
22 School 19% 5.0% 8.0% 6.0% 19.0%
Social/Rec. 13% 4.0% 3.0% 3.0% 2.0% 1.0% 13.0%
Total 100% 57.0% 8.0% 6.0% 15.0% 4.0% 4.0% 6.0% 0.0% 100.0% AM Peak Hour
TZ 1 2 3 4 5 18 19 20
12 PURPOSE Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E Total 13 Work 47% 44.0% 2.0% 1.0% 47.0%
14 Errands/Shopping 21% 10.0% 5.0% 4.0% 2.0% 21.0%
15 School 19% 5.0% 8.0% 6.0% 19.0%
24 Social/Rec. 13% 5.0% 2.0% 3.0% 2.0% 1.0% 13.0%
25 Total 100% 64.0% 0.0% 0.0% 9.0% 4.0% 14.0% 3.0% 6.0% 100.0% AM Peak Hour
TZ 1 2 3 4 5 18 19 20
27 PURPOSE Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E Total Work 47% 7.0% 10.0% 30.0% 47.0%
Errands/Shopping 21% 10.0% 5.0% 4.0% 2.0% 21.0%
School 19% 19.0% 19.0%
Social/Rec. 13% 5.0% 2.0% 3.0% 2.0% 1.0% 13.0%
Total 100% 15.0% 7.0% 0.0% 7.0% 3.0% 16.0% 3.0% 49.0% 100.0% PM Peak Hour
TZ 1 2 3 4 5 18 19 20
10 PURPOSE Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E Total 11 Work 33% 30.0% 2.0% 1.0% 33.0%
16 Errands/Shopping 36% 11.0% 15.0% 5.0% 5.0% 36.0%
22 School 10% 6.0% 4.0% 10.0%
Social/Rec. 21% 7.0% 5.0% 5.0% 2.0% 2.0% 21.0%
Total 100% 48.0% 6.0% 4.0% 22.0% 6.0% 7.0% 7.0% 0.0% 100.0% PM Peak Hour
TZ 1 2 3 4 5 18 19 20
12 PURPOSE Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E Total 13 Work 33% 30.0% 1.0% 1.0% 1.0% 33.0%
14 Errands/Shopping 36% 16.0% 10.0% 5.0% 5.0% 36.0%
15 School 10% 5.0% 5.0% 10.0%
24 Social/Rec. 21% 6.0% 5.0% 5.0% 5.0% 21.0%
25 Total 100% 52.0% 0.0% 0.0% 16.0% 6.0% 16.0% 5.0% 5.0% 100.0% AM Peak Hour
TZ 1 2 3 4 5 18 19 20
27 PURPOSE Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E Total Work 47% 3.0% 7.0% 23.0% 33.0%
Errands/Shopping 21% 16.0% 10.0% 5.0% 5.0% 36.0%
School 19% 3.0% 7.0% 10.0%
Social/Rec. 13% 6.0% 5.0% 5.0% 5.0% 21.0%
Total 100% 22.0% 3.0% 0.0% 15.0% 5.0% 20.0% 5.0% 30.0% 100.0% Commercial Trip Distribution
TZ 1 2 3 4 5 18 19 20
17 Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E
55.0% 15.0% 10.0% 5.0% 15.0% 100.0%
TZ 1 2 3 4 5 18 19 20
23 Route 1 N LM School LMB E LM SC Route 1 S Crespi SC Pedro Pt. SC Fassler E 26 30.0% 30.0% 5.0% 10.0% 5.0% 20.0% 100.0%
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
Date
Submitted Location APN Project Name Type
New
Housing
Units
Project
Area Description Permits Required Developer/Agent Status Staff 12/21/2015 10,11 & 14 Oddstad Way
022-055-140, 022-
056-140, and 022-
056-150 3 Single-Family homes
Single-Family
Residential 3
5,040 s.f., 6,210
s.f., 19,392 s.f.
Construct 3 new units each on
separate lot Site Development Permit Brian Brinkman (650-922-7993) Application Incomplete CM 11/7/2017 119 Berendos Ave 018-114-140
Single Family Residence
Addition
Single-Family
Residential 0
Addition to a SFR that would
expand a non conformity Use Permit Ellis Schorchiot (650-343-3452) Building Permit issued RA 12/5/2018 Bayview Road-Calera Terrace 022-062-550 Benda-Spenker Residence Single Family
Residential 1 26,055 s.f.
Construct a 2878 sf single family
residence with a two car garage and
a 679 sf accessory dwelling unit with
a one car garage Site Development Permit Javier Chavarria (650-355-0615) Reviewing Application
for Completeness RA
5/7/2018 Vespero Avenue 018-103-070 TBD Vespero Residential 1 1.34 ac Construct a 3,411 sf single family
residence with a 840 sf attached
garage and 178 sf front porch Permit for Site Development Brian Brinkman (650-922-7993) Application Incomplete RA 1/24/2020 501 Santa Cruz Terrace
022-052-170,
180,190,250 new SFD Residential 1 20,700
Construct a new approximately 3500
sf single family residence. Permit for Site Development Patrick Mora, Architect (415-431-
8601) Application Incomplete HG
12/7/2020 TBD Berendos 022-330-150 New SFR with ADU
Single-Family
Residential 2 1.011 acres New SFR on vacant lot
General Plan Amendment, Use
Permit, Site Development
Permit
Jose Barba (Brian Brinkman, Mike
Panesi)
Application Complete.
Public hearing date
TBD CM
12/28/2020 TBD Amapola 018-160-090 New SFR
Single-Family
Residential 1 3.82 acres New SFR
Site Development Permit, Use
Permit Brian Brinkman (650-922-7993) Application Incomplete CM 3/9/2021 TBD Coast Highway
018-140-640, 018-
140-650, State
Parcel 28797 Pacifica Highlands
Single Family
Residential 54 61.84 acres
Construct a new 54-unit single
family dwelling residential
development
Tentative Subdivision Map,
Rezoning Henry Runkhe (831) 649-4642
Reviewing Application
for Completeness BOC
6/14/2021
500 Old County Road/ 250
Rockaway Beach Ave. (f.k.a. 519
Nick Gust Way) 022-024-290 Fairfield Inn and Suites Hotel N/A .74 acres New Master Sign Program for a
Hotel.
Sign Permit, Site Development
Permit, Coastal Development
Permit David Ford (510-387-0546)
Hearing Date
Tentatively Scheduled BOC
8/30/2021 TBD Coast Highway
018-140-660, 018-
140-300, 018-140-
220 TBD Cabrillo Highway Mixed Use Project 89 2.713 acres Construct a new mixed use building
with 89 residential units and 1,760 sf
of commercial space Site Development Permit Chad Converse (628) 210-7833 ext. 2 Preliminary Application,
Pending Standard
Application BOC
10/7/2014 505 San Pedro Ave. 023-072-010
Norcal Surf Shop
Development of Vacant Lot
Commercial, Mixed
Use, Covered Skate
Park, Parking and
Storage 2
37,273 s.f.;
12,000 sf
building; 5,000
s.f. skatepark
Construct 3 Buildings for Retail,
Storage and Mixed Use Space,
Covered Skate Park, 2 Garage
Spaces and Open Parking Shawn Rhodes (650-207-6508) Other RA 9/20/2017 110 Olympian Way 023-039-010
Erosion Control mesh on
Bluff
Single-Family
Residential N/A 7,000 s.f.
Install an erosion control mesh and
bluff-top paving
Coastal Development Permit
(Emergency) Jacob Patrick (970-319-9688) Application Incomplete CM 4/12/2018 5200 Coast Hwy 022-191-190
Taco Bell Outdoor Seating
with Alcohol Service Commercial N/A 1,112 sf
Establish outdoor seating with
alcohol service at an existing
restaurant Use Permit Dan Kramer (415-795-2327) Building Permit Issued RA 6/19/2019 316 San Pedro Ave 023-018-220
Single-family Residence
Addition
Single-family
Residential 0 5,000 s.f.
Construct a 360 s.f. addition to
existing 815 s.f. single-family
residence Coastal Development Permit Lawton Smith 650-784-9380 Building Permit Issued CM 9/13/2019 1300 Danmann
023-013-010 & 023-
013-020 1300 Danmann Mixed Use Project 6 14,551 s.f.
6 new apartments on top of 3,050
s.f. of commercial space
Site Development Permit, Use
Permit, Coastal Development
Permit, Sign Permit, Parking
Exception San Pedro Valley, LLC Other HG
10/16/2019 277 Kent Road 023-013-030
New Single Family
Residence
Single-family
residential 1 3,516
Demolisth an existing SFD & one
car garage and construct a new
SFD with detached one-car garage
and carport.
Site Development Permit,
Coastal Development Permit San Pedro Valley, LLC Building Permit Issued HG 12/9/2019 246 Sterling Ave 023-038-360
Addition to Single Family
Residence
Single-family
Residential 0 5,0000 s.f.
Construct an approximately 500 s.f.
addition to an approximately 1000
s.f. single family dwelling. Coastal Development Permit David Hirzel Building Design Pending Building
Permit Submittal CM
Pacifica State Beach - Pedro Point
15 22
23 25
26 24
Date
Submitted Location APN Project Name Type
New
Housing
Units
Project
Area Description Permits Required Developer/Agent Status Staff 1/24/2020 211 Olympian Way 023-038-350
New Single Family
Residence with attached
ADU
Single-family
Residential with
ADU 1 12,500 s.f.
Construct an approximately 3,000
s.f. single family dwelling, 600 s.f. 3-
car garage and 850 s.f. attached
ADU. Coastal Development Permit Brian Brinkman (650-922-7993) Application Incomplete CM 2/27/2020 1490B Grand Ave. 023-022-040 Remodel and Addition Single-family
Residential 0
Remodel and addition at front of
primary residence Coastal Development Permit Brian Brinkman (650-922-7993) Building Permit Issued CM 1/13/2021 110 Blackburn Terrace 023-032-210 New detached ADU Single Family
Residential 1 10,300 s.f.
Replace existing nonconforming
cabin with new ADU Coastal Development Permit Marana Zeleznock (415-378-8711) Application Incomplete BOC 2/16/2021 1515 Grand Ave. 023-024-290
Addition to Single Family
Residence
Single Family
Residential 0 7,500 s.f.
Construct a 1,255-sf first-story
addition and an 804-sf second-story
addition to an existing 1,168-sf onestory single-family residence Coastal Development Permit Brian Brinkman (650-922-7993) Pending Building
Permit Submittal CM
5/13/2021 204 Olympian 023-039-110 Landscaping
Single Family
Residential 0 14,000 s.f.
Construct landscaping on a property
with an existing single family
residence. Coastal Development Permit Mayberry Workshop (415-797-2248) Reviewing Application
for Completeness JG
8/13/2019 204 Sterling 023-038-330
Garage Addition to Single
Family Residence
Single Family
Residence 0 5,000 s.f.
Construct a 2 car garage in front of
the existing residence on site.
Coastal Development Permit,
Variance Brian Brinkman (650-922-7993) Application Incomplete RA 7/8/2021 TBD Olympian (100-block) 023-037-030
Single-family residence with
Accessory Dwelling Unit
(ADU)
Single Family
Residential 2 7,289
Construct new three-story 3,372-sf
single-family residence with
detached garage and 434-sf ADU. Coastal Development Permit San Pedro Valley, LLC (650-303-
0495)
Reviewing Application
for Completeness JG
7/28/2015 1335 Adobe Dr. 023-222-080 Adobe Court Townhomes Townhome
Residential 7 18,750 s.f.
Construct seven townhome units
ranging from 2200-2800 s.f. on a
vacant lot
Site Development Permit, Use
Permit, Tentative Subdivision
Map
Bert Martinez of Kotas/Pantaleoni
Architects (415-495-4051, x-217)
Pending Building
Permit Submittal CM
5/13/2019 1320 Adobe Dr. 023-221-110 New Daycare Daycare N/A 22,500 s.f.
Convert existing office space into a
new childcare daycare Use Permit John Ha (408-892-0477) Application Incomplete HG 9/14/2015 Adobe @ Higgins Way 023-361-160 Hillside Meadows Single-family
(reduced setbacks)
with ADUs 18 6.8 acres
Rezone to P-D zoning, subdivide,
and develop 18 dwelling units (9 2-
unit buildings) with attached ADUs.
Rezoning, Development
Permit, Tentative Subdivision
Map, Specific Plan JC Engineering (650-355-0615) Application Incomplete CM 1/28/2016 570 Crespi Dr. 022-162-310 Mixed Use Project
Condos &
Commercial 9 42,773 s.f.
9 condo units on top of 3,191 s.f. of
commercial
Site Development Permit, Use
Permit, Rezone, Subdivision
(Condo)
Stuart Welte, EID Architects (650-793-
2856)
Pending Environmental
Review HG
2/17/2016
Lot 7, Harmony at One
Subdivision 022-150-510 Harmony at One Lot 7
Single-Family
Residential 1 56,624 s.f.
Construct one new single-family
residence Specific Plan Javier Chavarria (650-355-0615) Application Incomplete CM 2/17/2016
Lot 8, Harmony at One
Subdivision 022-150-520 Harmony at One Lot 8
Single-Family
Residential 1 90,665 s.f.
Construct one new single-family
residence Specific Plan Javier Chavarria (650-355-0615) Application Incomplete CM 2/17/2016
Lot 9, Harmony at One
Subdivision 022-150-530 Harmony at One Lot 9
Single-Family
Residential 1 82,168 s.f.
Construct one new single-family
residence Specific Plan Javier Chavarria (650-355-0615) Application Incomplete CM 7/14/2017
Lot 3, Harmony at One
Subdivision 022-150-470 Harmony at One Lot 3
Single-Family
Residential 1 62,562 s.f.
Construct a one-story single-family
residence with 4,278 sq. ft. floor
area Specific Plan Javier Chavarria (650-355-0615)
Pending Building
Permit Submittal CM
3/22/2018 (near) 1307 Redwood Way 023-551-510
Verizon Wireless WCF -
Lockhaven Drive Wireless Facility N/A N/A
Install a canister antenna and
associated equipment on an existing
utility pole in the Public Right of Way Use Permit
Jacob Olander, Modus LLC (415-989-
1102)
Pending Building
Permit Submittal BOC
3/23/2020 East of Higgins Way
023-291-040; 023-
350-040 Linda Mar Woods
Mix of Housing
Types (Single-family,
duplex, flats, ADUs) 125 58.3 acres
Subdivide and obtain authorization
to construct up to 125 dwelling units
of varied types to be determined by
future permit applications; annex
parcel into City of Pacifica.
Development Permit, Tentative
Subdivision Map JC Engineering (650-355-0615) Application Incomplete CM 3/17/2021 580 Crespi Drive 022-162-390 Crespi Center Condo conversion N/A 2.3 acres Condo conversion of an existing
commercial building Tentative Subdivision Map Mark Heavey (415) 250-7550 Reviewing Application
for Completeness CM
Linda Mar
10 12
13 13
13 13
11 16
Date
Submitted Location APN Project Name Type
New
Housing
Units
Project
Area Description Permits Required Developer/Agent Status Staff 8/10/2021
Lot 5, Harmony at One
Subdivision 022-150-490 Harmony at One Lot 5
Single-Family
Residential 1 55,620 s.f.
Construct a one-story single-family
residence with 2,950 s.f. floor area
and 1,290 s.f. garage Specific Plan
Adam Libert and Maryanna Saenko
(617-480-1546)
Reviewing Application
for Completeness CM
8/17/2021 1219 Galvez Dr. 023-281-290 1219 Galvez Dr.
Single-Family
Residential N/A 5,665 s.f.
Construct a one-story, 373 sf
addition to a single-family residence
with a reduced rear setback Minor Modification David Hirzel (650-201-0440) Application Incomplete ZC 2/23/2018 (near) 1450 Terra Nova Blvd 022-310-300
Verizon Wireless WCFTerra Nova Blvd. Wireless Facility N/A N/A Install a 4' canister antenna above
7' pole extension, and associate
euipment on an existing wooden
utility pole in the public row. Use Permit
Jacob Olander, Modus LLC (415-989-
1102)
Pending Building
Permit Submittal RA
9/3/2019 Barton Place 023-710-120 Barton Place Rezone Vacant Lot N/A 8.5 Acres Application to rezone and amend
GP land use designation
General Plan Amendment,
Rezoning, Subdivision Jerry Clements (650-964-6172) Application Incomplete CM 4/15/2020 930 Oddstad Blvd. 023-672-600
Pacifica School District
Workforce Housing Project
Multi-Family
Workforce Housing 70 11.4 acres
Rezone to P-D zoning, resubdivide,
and develop multi-family workforce
housing project for school district
employees.
Development Agreement,
Rezoning, Development Plan,
Specific Plan, Subdivision Ken Klebanoff (415-720-9236) Pending Environmental
Review CM
4/2/2021 650 Cape Breton
018-170-060, 022-
320-200, 022-320-
240 650 Cape Breton Use Permit N/A 109 Acres Use permit for church use. Use Permit Raymond Frank (650)387-8307 Other CM 10/1/2019 4000 Palmetto Avenue 009-402-260-250 The Bowl Vacant Lot 20 4.35 Construct a 20-unit multi-family
residental development on a 4.35
acres vacant lot.
Coastal Development Permit,
Site Development Permit
Mike Banducci, Warmington Land
Association II LP (925)866-6700 Application Incomplete BOC 11/27/2019 4009 Palmetto Ave 009-402-270 New Apartments Vacant Lot 4 10,446sf Construct 4-unit apartment building
on vacant lot
Site Development Permit,
CDP, Variance
Suren Nayantai
[email protected] Application Incomplete BOC
1/13/2020 340 Waterford 009-058-040 Waterford Mixed-use Vacant Lot 5 9,574 SF Construct 1,636 SF ground floor
commercialarea with 5 condo
residential units above in a 3 story
bldg.
Site Development Permit, Use
Permit, Parking Exception,
Varience, Tentative
Subdivision map
Marc Ojanen, Ojanen Chiou Architects
LLP (415) 398-3002
Pending Building
Permit Submittal CM
Statuses Explained:
Preliminary Application,
Pending Standard
Application
Reviewing Application
for Completeness
Application Incomplete
Application Complete.
Public hearing date TBD
Pending Environmental
Review
Hearing Date Tentatively
Scheduled
Pending Appeal Period
Appeal Filed. Pending
Appeal Hearing
Pending Building Permit
Submittal
A new application or a resubmittal was received and staff is currently reviewing it for completeness.
Staff reviewed the application and it was determined incomplete. The applicant was requested to resubmit additional information.
Staff reviewed the application and it was determined complete. A public hearing date is to be determined.
The application is complete and the project is subject to environmental review in accordance with the California Environmental Quality Act. The environmental review process must be substantially completed prior to identifying an appropriate public hearing date.
A tentative hearing date has been identified. Email the staff member assigned to the project or call 650-738-7341 for more information.
The Planning Commission or City Council adopted a resolution on the project and the decision is subject to a local and/or state level appeal period. Email the staff member assigned to the project or call 650-738-7341 for more information.
A party has filed an appeal on the action of the Planning Commission. The appeal will be presented to City Council for determination. Email the staff member assigned to the project or call 650-738-7341 for more information.
The project received its necessary approval(s) and is awaiting for the applicant to submit for a Building Permit.
Park Pacifica
Fairmont West
A preliminary application for a housing development project seeking vesting rights pursuant to SB 330 (Housing Crisis Act of 2019) was submitted to the Planning Department. Applicant shall provide a complete development application no more than 180 days after the preliminary application to retain vested rights. 27 2013 AM PEAK HOUR COUNTS
REINA DEL MAR AVE FASSLER AVENUE CRESPI DRIVE LINDA MAR BLVD
SEA BOWL LANE
180 R 3 R 95 R
R T L 2518 T R T L 1842 T R 4 R R L 75 R R T L 532 T
2820 296 0 90 0 L 2698 2884 1004 8 8 30 L 1875 1393 9 1384 T 1388 1067 260 49 807 T 882 1345 723 41 69 7 L 634 1330 L 138 6 71 3 1213 1298 L 549 38 26 19 728 T 381 650 L 198 501 570 L 314 90 42 4 274 T 1120 L T R T 701 L T R T 452 T 201 L T R
R 72 R 48 R 55
4494 4276 1778 1841 2173
7:30-8:30 AM ROCKAWAY BEACH 7:30-8:30 AM 7-8 AM 8-9 AM 7:15-8:15 AM 2019 AM PEAK HOUR COUNTS
REINA DEL MAR AVE FASSLER AVENUE CRESPI DRIVE LINDA MAR BLVD
SEA BOWL LANE
177 R 3 R 105 R
R T L 2204 T R T L 1502 T R 0 R R L 78 R R T L 524 T
2516 308 0 123 5 L 2386 2355 766 22 7 34 L 1539 0 0 0 T 0 1549 347 60 1202 T 1280 1219 565 59 78 17 L 646 1311 L 122 4 53 0 1240 1217 L 320 87 13 27 891 T 0 836 L 161 735 780 L 368 130 57 11 389 T 1117 L T R T 857 L T R T 675 T 300 L T R
R 72 R 40 R 112
4185 3678 2523 2326
8:00-9:00 AM ROCKAWAY BEACH 8:00-9:00 AM 8-9 AM 8:00-9:00 AM 2013 PM PEAK HOUR COUNTS
REINA DEL MAR AVE FASSLER AVENUE CRESPI DRIVE LINDA MAR BLVD
SEA BOWL LANE
98 R 18 R 169 R
R T L 1465 T R T L 1233 T R 23 R R L 73 R R T L 484 T
1648 171 4 98 4 L 1567 1688 372 27 28 54 L 1305 1158 17 1141 T 1164 941 180 39 761 T 834 995 393 91 151 57 L 710 2846 L 260 12 4 7 2684 2742 L 844 83 25 81 1926 T 1722 1337 L 400 976 1653 L 784 118 110 19 876 T 2579 L T R T 1817 L T R T 937 T 706 L T R
R 7 R 81 R 163
4709 4663 2903 2390 3245
5-6 PM ROCKAWAY BEACH 4:30-5:30 PM 4:45-5:45 PM 5-6 PM 4-5 PM 2019 PM PEAK HOUR COUNTS
REINA DEL MAR AVE FASSLER AVENUE CRESPI DRIVE LINDA MAR BLVD
SEA BOWL LANE
82 R 8 R 116 R
R T L 1386 T R T L 1012 T R 0 R R L 56 R R T L 430 T
1525 125 3 94 2 L 1470 1473 330 27 19 83 L 1103 0 0 0 T 0 1091 214 59 877 T 933 929 367 78 156 31 L 577 2698 L 220 14 2 5 2573 2548 L 724 131 42 91 1846 T 0 1883 L 379 1563 1533 L 710 132 117 33 848 T 2474 L T R T 1736 L T R T 1504 T 659 L T R
R 4 R 88 R 164
4411 4291 3089 2993
4:45-5:45 PM ROCKAWAY BEACH 4:15-5:15 PM 4:15-5:15 PM 4:30-5:30 PM Observations of traffic flow on Route 1 were made by RKH on Wednesday, May 22, 2013, between Reina Del Mar Avenue on the north and Linda Mar Boulevard on the south from 7 a.m. until 9 a.m.
Route 1 & Reina Del Mar Avenue. Signal cycle lengths were on the order of 300 seconds, but queues on Reina Del Mar Avenue cleared each cycle. There was some pedestrian activity crossing Route 1 from the east side to the west side where there is a SamTrans bus stop. Queues of traffic turning left from Route 1 into Reina Del Mar Avenue cleared each cycle.
Route 1 & Fassler Avenue/Rockaway Beach Avenue. Signal cycle lengths were observed at around 140-170 seconds depending on pedestrian activity. There were infrequent pedestrian movements observed crossing Route 1 west to east. Side street and turning queues, with the exception of traffic approaching on Fassler Avenue, appeared to clear each cycle.
Route 1 & Crespi Drive. Signal cycle lengths varied from a low of 52 seconds to a high of 95 seconds with the average around 75 seconds depending on pedestrian and vehicular demand.
Queues of traffic on Crespi Drive cleared each cycle as did the dual left turns from southbound Route 1onto Crespi Drive. Heavy right turn traffic northbound Route 1 onto Crespi Drive. (Possible traffic using Roberts Road to get around excessive queues on Route 1.) Route 1 & Linda Mar Boulevard/San Pedro Avenue. Signal cycle lengths ranged between 65 and 75 seconds with the average being around 65 seconds. Queues on all four approaches to the intersection cleared with each cycle. Pedestrian activity was nil. There was no queue in the northbound direction that backed up from the Crespi Drive intersection.
Queues on northbound Route 1 south of the Fassler/Rockaway intersection varied in length, none ever extending as far back as the Crespi intersection. The average queue length appeared to be on the order of 2,000 feet. There were times during the peak hour that queues from the Reina Del Mar intersection extended through the Fassler/Rockaway intersection.
MIXED USE DEVELOPMENT - 570 Crespi Drive, Pacifica
HOURLY ACCUMULATION OF PARKING - WEEKDAYS
LAND USE LU CODE
RESIDENTIAL: 220 19 Multifamily units
OFFICE: 720 Medical/Dental Office
COMMERCIAL PEAK
USE GLFA, KSF DEMAND
OFFICE 3.165 5 ITE Parking Generation, 5th Ed.
RESIDENTIAL PEAK
USE DU DEMAND
MULTI-FAMILY 3 4 ITE Parking Generation, 5th Ed.
GUEST PARKING 4 Zoning Code Required
Total 8
HOUR OFFICE RESIDENTIAL OFFICE RESIDENTIAL TOTAL
6-7 90% 0 7 7
7-8 12% 77% 1 6 7
8-9 43% 56% 2 4 7
9-10 88% 45% 4 4 8
10-11 99% 40% 5 3 8
11-12NN 100% 37% 5 3 8
12NN-1PM 83% 36% 4 3 7
1-2 74% 36% 4 3 7
2-3 94% 37% 5 3 8
3-4 93% 43% 5 3 8
4-5 86% 45% 4 4 8
5-6 54% 55% 3 4 7
6-7 66% 0 5 5
7-8 73% 0 6 6
8-9 77% 0 6 6
9-10 86% 0 7 7
10-11 92% 0 7 7
11-12MN 97% 0 8 8
PERCENTAGE OF PEAK
HOUR PARKING ACCUMULATION, SPACES
0 1
2 3
4 5
6 7
8 9
HOUR
6-77-88-9
9-10
10-11
11-12NN
12NN-1PM
1-22-33-44-55-66-77-88-9
9-10
10-11
OFFICE
RESIDENTIAL
TOTAL