SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-1 III. CORRECTIONS AND ADDITIONS TO THE DRAFT EIR DRAFT EIR I. INTRODUCTION/SUMMARY In response to Comment No. 2.1 on the Draft EIR, the following mitigation measure is added to Table I- 1, Summary of Environmental Impacts and Mitigation Measures, of the Draft EIR (page I-15): (D-4) Prior to demolition of the existing East Building, environmental concerns related to organochlorine pesticides from termiticides shall be investigated and, if necessary, mitigated, in accordance with Department of Toxic Substances Control’s (DTSC) Interim Guidance, Evaluation of School Sites with Potential Soil Contamination as a Result of Lead From Lead-Based Paint, Organochlorine Pesticides from Termiticides, and Polychlorinated Biphenyls from Electrical Transformers , dated June 9, 2006. The addition of this mitigation measure to Section I corresponds with the addition of this mitigation measure to Section IV.D of the Draft EIR. Incorporation of this added mitigation measure does not materially change any findings or conclusions contained within the Draft EIR. In response to Comment Nos. 5.17 and 31.4 on the Draft EIR, the following revisions are made to Mitigation Measure G-4 in Table I-1, Summary of Environmental Impacts and Mitigation Measures, of the Draft EIR (page I-20): (G-4) Two weeks prior to the commencement of demolition and construction at the Bundy Campus, notification shall be provided to the Santa Monica Airport administration, off-site residential uses located along to the southern boundary of the Bundy Campus, the Mar Vista Community Council, as well as on-site posting within the Bundy Campus, disclosing the construction schedule, including the various types of activities that would be occurring throughout the duration of the construction period. The revisions to this mitigation measure reflect the revisions to this mitigation measure in Section IV.G of the Draft EIR and do not materially change any findings or conclusions contained within the Draft EIR. The following inadvertent error was identified in the “Level of Significance after Mitigation” for the Transportation and Traffic mitigation measures in Table I-1, Summary of Environmental Impacts and Mitigation Measures, of the Draft EIR (page I-25) and is corrected as follows: “The Master Plan’s impacts would be less-than-significant with respect to the regional transportation system, parking, impacts at 21 of the 27 intersections studied, and impacts at 20 of the 23 22 street segments studied.”
Transcript
SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-1
III. CORRECTIONS AND ADDITIONS TO THE DRAFT EIR
DRAFT EIR
I. INTRODUCTION/SUMMARY
In response to Comment No. 2.1 on the Draft EIR, the following mitigation measure is added to Table I-1, Summary of Environmental Impacts and Mitigation Measures, of the Draft EIR (page I-15):
(D-4) Prior to demolition of the existing East Building, environmental concerns related to organochlorine pesticides from termiticides shall be investigated and, if necessary, mitigated, in accordance with Department of Toxic Substances Control’s (DTSC) Interim Guidance, Evaluation of School Sites with Potential Soil Contamination as a Result of Lead From Lead-Based Paint, Organochlorine Pesticides from Termiticides, and Polychlorinated Biphenyls from Electrical Transformers, dated June 9, 2006.
The addition of this mitigation measure to Section I corresponds with the addition of this mitigation measure to Section IV.D of the Draft EIR. Incorporation of this added mitigation measure does not materially change any findings or conclusions contained within the Draft EIR.
In response to Comment Nos. 5.17 and 31.4 on the Draft EIR, the following revisions are made to Mitigation Measure G-4 in Table I-1, Summary of Environmental Impacts and Mitigation Measures, of the Draft EIR (page I-20):
(G-4) Two weeks prior to the commencement of demolition and construction at the Bundy Campus, notification shall be provided to the Santa Monica Airport administration, off-site residential uses located alongto the southern boundary of the Bundy Campus, the Mar Vista Community Council, as well as on-site posting within the Bundy Campus, disclosing the construction schedule, including the various types of activities that would be occurring throughout the duration of the construction period.
The revisions to this mitigation measure reflect the revisions to this mitigation measure in Section IV.G of the Draft EIR and do not materially change any findings or conclusions contained within the Draft EIR.
The following inadvertent error was identified in the “Level of Significance after Mitigation” for the Transportation and Traffic mitigation measures in Table I-1, Summary of Environmental Impacts and Mitigation Measures, of the Draft EIR (page I-25) and is corrected as follows:
“The Master Plan’s impacts would be less-than-significant with respect to the regional transportation system, parking, impacts at 21 of the 27 intersections studied, and impacts at 20 of the 23 22 street segments studied.”
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SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-2
The correction to this text in Table I-1 does not materially change any findings or conclusions in the Draft EIR.
II. PROJECT DESCRIPTION
In response to Comment No. 5.2 on the Draft EIR, Figure II-2 has been revised to reflect the correct location of Santa Monica Boulevard and the Emeritus College. The revised Figure II-2 is included on page III-3 of this Section.
In response to Comment No. 5.3, the text “via Donald Douglas Loop South” on pages II-8, II-9, and II-10 has been corrected to read “at Donald Douglas Loop South,” as shown below:
1. Spitfire Grill Driveway. Once access is secured to Airport Avenue via at Donald Douglas Loop South, this historical access point to Airport Avenue, located at the Bundy Campus’ northern edge between the Spitfire Grill and the 3200 Airport Avenue Building, would not be used on a regular basis.
2. 3400 Airport Avenue Building Driveway. Once access is secured to Airport Avenue via at Donald Douglas Loop South, this historical access point to Airport Avenue, located at the Bundy Campus’ northern edge between the 3400 Airport Avenue Building and Bundy Drive, would not be used on a regular basis.
5. Donald Douglas Loop South. SMC intends to secure access from the Bundy Campus to Airport Avenue via at Donald Douglas Loop South, located along the Bundy Campus’ northern edge, west of the 3200 Airport Avenue Building. Beginning in January 2006, right-turn egress-only from the Bundy Campus has been provided via a newly resurfaced and re-striped driveway at this location.
In addition, the same text in the third sentence on page II-10 has been corrected as follows:
“As discussed above, the Spitfire Grill Driveway (access point 1) and the 3400 Airport Avenue Building Driveway (access point 2) would not be used on a regular basis once access is secured to Airport Avenue via at Donald Douglas Loop South.”
These corrections do not change any findings or conclusions contained within the Draft EIR.
III. ENVIRONMENTAL SETTING
In response to Comment No. 5.3, the text in the last sentence of the second full paragraph on page III-13 has been corrected as shown below:
“In January 2006, with the opening of the driveway to Airport Avenue by way of at Donald Douglas Loop South, parking on the Bundy Campus was made available to all students and staff.”
Wilshire
Boulev
ard
22
1
34
5
7
6
8
Source: (Image) Sandborn copywrite 2005 , TeleAtlas copywrite 2005, and GoogleEarth copywrite 2005; (Figure) Christopher A. Joseph & Associates, January 2006; amended January 2007.
1010405405
1. Emeritus College2. Madison Campus
3. Santa Monica College Main Campus4. Vacant Lot at 14th & Pico Boulevard
5. Academy of Entertainment and Technology6. Administration
7. Airport Arts Campus8. Bundy Campus (Project Site)
Approximate Scale (Miles)
0.5 0.750.25 1.00.0
Legend: SMC Campus Facilities
1
Bundy Campus(Project Site)
Figure II-2Project Location Map
Santa Monica Community College January 26, 2007
SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-4
In response to Comment Nos. 7.12, 8.4, 23.3, 26.1, 26.14, 26.17, and 28.1, the fifth page of Table III-1 (i.e., page III-20 of the Draft EIR) has been edited to delete the words “removal of shuttle lot N/A” under the description for Related Project No. 113.
In addition, in response to Comment Nos. 5.25 and 5.37, two new related projects, Related Project Nos. 118 and 119, have been added to Table III-1.
As edited, the referenced portions of Table III-1 read as follows:
city park (acre) 4 dog park (acre) 1
recreation field (acre) 1 113 Airport Park Expansion
removal of shuttle lot NA
Donald Douglas Loop to north, Airport Avenue to south,
Bundy Drive to east
Santa Monica
118 Madison Campus New theater (sf) 32,000 11th Street and Arizona Avenue Santa Monica
119 Big Blue Bus – New Bus Line public transit bus line N/A
Westwood/Pico to 1900 Pico Boulevard via
Palms and Mar Vista Santa Monica
In addition, Figure III-9 has been revised to reflect the addition of Related Project Nos. 118 and 119. The revised Figure III-9 is included on the following page of this Section.
The correction to the description of Related Project No. 113 and the addition of Related Project Nos. 118 and 119 do not change any findings or conclusions contained within the Draft EIR.
IV. ENVIRONMENTAL IMPACT ANALYSIS
A. Impacts Found to be Less Than Significant
No additions or corrections to this Section of the Draft EIR were required.
B. Aesthetics
No additions or corrections to this Section of the Draft EIR were required.
C. Air Quality
No additions or corrections to this Section of the Draft EIR were required.
Related Project Location
565857 59
8862
605348
4643
39
444240
71212219
1718
11
95 116
96 105
2332337024
256927
30
54
64
66
11449 77
8575
76475051
87 78
107
106104 84
109979998 86
108 10010 129
11
115
16 89
68
2041
8131 8283
112
343536
743773
2629
28
45
103
52 55 6165
63 9380
110
79
67
14
8
38
9294
117
907291
7
13
101102
15 12 34
56
San Vice
nte Blvd
Wilshire
BlvdSanta Monica Blvd
Lincoln Blvd
Pico Blvd
Ocean Park Blvd
Rose Ave
Venice Blvd
Centinela AveBundy Dr
Olympic Blvd
National Blvd
Jefferson Blvd
Culve
r Blvd
Neilson Way
Washington Blvd
Montana Ave
118
119
Figure III-9Related Projects Location Map
Source: Kaku Associates and Christopher A. Joseph & Associates, June 2006; amended January 2007.
Feet
0 5,6002,800 4,2001,400
Legend
#
PROJECT SITE
Related Project Location
113
Pacific Ocean
Airport Ave
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D. Hazards and Hazardous Materials
In response to Comment No. 2.1 on the Draft EIR, the following mitigation measure is added to the Draft EIR:
(D-4) Prior to demolition of the existing East Building, environmental concerns related to organochlorine pesticides from termiticides shall be investigated and, if necessary, mitigated, in accordance with Department of Toxic Substances Control’s (DTSC) Interim Guidance, Evaluation of School Sites with Potential Soil Contamination as a Result of Lead From Lead-Based Paint, Organochlorine Pesticides from Termiticides, and Polychlorinated Biphenyls from Electrical Transformers, dated June 9, 2006.
The addition of this mitigation measure provides further assurance that the construction activities will be conducted in a manner that protects the health and safety of the public. Incorporation of this added mitigation measure does not materially change any findings or conclusions contained within the Draft EIR.
E. Hydrology and Water Quality
No additions or corrections to this Section of the Draft EIR were required.
F. Land Use and Zoning
No additions or corrections to this Section of the Draft EIR were required.
G. Noise
In response to Comment Nos. 5.17 and 31.4 on the Draft EIR, the following revisions are made to Mitigation Measure G-4 in the Draft EIR:
(G-4) Two weeks prior to the commencement of demolition and construction at the Bundy Campus, notification shall be provided to the Santa Monica Airport administration, off-site residential uses located alongto the southern boundary of the Bundy Campus, the Mar Vista Community Council, as well as on-site posting within the Bundy Campus, disclosing the construction schedule, including the various types of activities that would be occurring throughout the duration of the construction period.
The revisions to this mitigation measure expand the scope of notice and do not materially change any findings or conclusions contained within the Draft EIR.
H. Public Utilities
No additions or corrections to this Section of the Draft EIR were required.
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I. Public Services
No additions or corrections to this Section of the Draft EIR were required.
J. Traffic/Transportation/Parking
In response to Comment No. 5.3, the text “Airport Avenue via Donald Douglas Loop South” in Table IV.J-13, Master Plan Access Alternatives, has been corrected to read “Airport Avenue via at Donald Douglas Loop South” (page IV.J-23). The following addition is also made to the third sentence in Mitigation Measure J-2 (page IV.J-46):
(J-2) 23rd Street/Walgrove Avenue and Airport Avenue (Study Intersection 15) – The most constrained movement at this intersection is the westbound right-turn (operating at Level of Service (LOS) F in the a.m. peak hour and LOS C in the p.m. peak hour). The impact at this location is significant only in the a.m. peak hour, when the addition of Master Plan traffic there would result in a significant increase in delay. Therefore the mitigation measure that has been identified to address the impact at this location is to prohibit left turns out from the Bundy Campus at Donald Douglas Loop South onto Airport Avenue during the a.m. peak period (between 7:00 and 9:00 a.m.). This operational measure would reduce the amount of Master Plan traffic to this movement and would effectively mitigate the Master Plan impact that would occur under Access Alternatives A1, A5, A6, A9, A10, B1, B2, B4, and C2.
In response to Comment No. 26.11, 26.16, and 28.3, the first sentence on page IV.J-41 of the Draft EIR has been corrected to read as follows:
“The segment of Airport Avenue westeast of Centinela Avenue is treated as a collector street in this study, which is consistent with previous studies for other projects in the area.”
In response to Comment No. 28.3, the following paragraph on page IV.J-47 of the Draft EIR has been corrected to read as follows:
“23rd Street North of Airport Avenue (Street Segment 13) — The significant street segment impact identified for 23rd Street north of Airport Avenue occurs on a street that is part of a travel corridor that provides the only channel for north-south through traffic between Centinela Avenue and Lincoln Boulevard. As such, this segment of 23rd Street, while classified as a collector street, carries in excess of 25,000 vehicles per day. That traffic volume, as well as the physical characteristics of the street itself (i.e., its grade), is such that typical neighborhood traffic calming measures — such as those applied on Rose Avenue westeast of Bundy Drive and on 23rd Street north of Ocean Park Boulevard (stop signs and speed humps) — are not considered appropriate. The alternative that might be used on collector streets with relatively high volumes would be “speed tables,” essentially raised areas that are lower, longer and wider than speed humps. However, the installation of speed tables is not considered feasible on this segment of 23rd Street, given the grade of 23rd Street at this location, the fact that the City of Santa Monica Residential Traffic Management policy discourages measures that reroute trips from one local
Santa Monica Community College January 26, 2007
SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-8
street to another, and the City of Santa Monica’s policy to keep streets designated by the Fire Department as “Emergency Response Routes” free from design features that would slow fire trucks.”
These corrections do not change any findings or conclusions contained within the Draft EIR.
K. Neighborhood Effects
No additions or corrections to this Section of the Draft EIR were required.
V. GENERAL IMPACT CATEGORIES
No additions or corrections to this Section of the Draft EIR were required.
VI. ALTERNATIVES TO THE MASTER PLAN
No additions or corrections to this Section of the Draft EIR were required.
VII. PREPARERS OF THE EIR AND PERSONS CONSULTED
No additions or corrections to this Section of the Draft EIR were required.
VIII. REFERENCES AND ACRONYMS
No additions or corrections to this Section of the Draft EIR were required.
TECHNICAL APPENDICES TO THE DRAFT EIR
APPENDIX A: NOP AND INITIAL STUDY
No additions or corrections to this Section of the Draft EIR Technical Appendices were required.
APPENDIX B: RESPONSES TO THE NOP
No additions or corrections to this Section of the Draft EIR Technical Appendices were required.
APPENDIX C: AIR QUALITY WORKSHEETS
No additions or corrections to this Section of the Draft EIR Technical Appendices were required.
APPENDIX D: PHASE I/II ENVIRONMENTAL SITE ASSESSMENT, SOIL AND GROUNDWATER ASSESSMENTS, AND GEOTECHNICAL INVESTIGATION
No additions or corrections to this Section of the Draft EIR Technical Appendices were required.
Santa Monica Community College January 26, 2007
SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-9
APPENDIX E: NOISE WORKSHEETS
No additions or corrections to this Section of the Draft EIR Technical Appendices were required.
APPENDIX F: LETTERS FROM PUBLIC SERVICE AND UTILITY AGENCIES AND CUMULATIVE UTILITY GENERATION TABLES
No additions or corrections to this Section of the Draft EIR Technical Appendices were required.
APPENDIX G: TRAFFIC STUDY
In response to Comment No. 6.12, the “Cumulative Plus Project (Year 2010) City of Los Angeles Methodology with Mitigation” tables from the Traffic Study (pages 1077 through 1133 of Appendix G to the Draft EIR) have been re-included on the following pages of this Section.
This does not change any findings or conclusions contained within the Draft EIR.
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In response to Comment No. 6.13 regarding planned improvements to the intersection of Inglewood Boulevard and Venice Boulevard, projected future levels of service for this intersection were recalculated with the identified improvements in place. The results of this recalculation are included on the following pages of this Section.
This recalculation does not change any findings or conclusions contained within the Draft EIR.
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.012 No C -0.036 No
Airport Avenue PM D D 0.037 Yes D 0.030 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D 0.007 No C -0.066 No
signalized PM E 0.041 Yes D -0.105 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.380 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.300 A 1 No
17 Bundy Drive & AM 6 0.765 A 6 0.777 A 0 No 4 0.720 A -2 No
Airport Avenue PM 4 0.759 A 5 0.792 A 1 No 4 0.762 A 0 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 11
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A1
Cumulative Base
Cumulative plus
Project
Cum+ Project with
Mitigations
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
1.229 1.227
0.717 0.716
1.321 1.321
1.091 1.091
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
0.744 0.747
1.033 1.040
0.932 0.929
0.592 0.595
1.396 1.401
0.788 0.787
0.950 0.991
1.376 1.381
**
0.826 0.833
17
0.823 0.835
0.855 0.892
1.201 1.212
1.297 1.298
1.090
1.034 1.035
** **
0.544
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.400
1.100 1.108
0.926 0.948
1.020
0.861 0.883
1.302 1.333
Delay or V/C
0.861 0.861
1.367 1.372
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
Delay or V/C
No Feasible Mitigation
No Feasible Mitigation
No Feasible Mitigation
0.787
0.885
1.210
1.298
0.760
0.845
0.867 0.866
1.229 1.227
Page III-68
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.009 No
PM -0.002 No
*17 Bundy Drive & AM D D 0.014 No C -0.036 No
Airport Avenue PM D D 0.039 Yes D 0.032 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D 0.008 No C -0.063 No
signalized PM E 0.045 Yes D -0.084 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F -0.040 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D 0 No
Ocean Park Boulevard PM ** 1.374 F ** 1.353 F -0.021 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.380 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.300 A 1 No
17 Bundy Drive & AM 6 0.765 A 6 0.778 A 0 No 4 0.719 A -2 No
Airport Avenue PM 4 0.759 A 5 0.792 A 1 No 4 0.762 A 0 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
No Feasible Mitigation
Delay or V/C
1.019
1.361
Delay or V/C
0.861
0.861 0.883
0.861
1.367 1.376
1.021
1.108
1.302 1.333
0.964
1.073 1.075
0.963
0.9490.926
1.400
1.100
0.459
0.544
0.527 0.615
0.543
0.459
0.575
1.090
1.034 1.035
1.090
0.508
**
17
0.823 0.837
17
**
0.855 0.894
1.201 1.210
1.297 1.295
**
0.826 0.834
**
0.950 0.995
1.376 1.381
1.396 1.401
0.788 0.787
0.932 0.929
0.592 0.595
0.744 0.747
1.033 1.040
1.079 1.084
1.099 1.100
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.897 0.898
1.229 1.227
0.717 0.716
1.321 1.321
1.091 1.051
No Feasible Mitigation
No Feasible Mitigation
Delay or V/C
0.787
0.887
0.763
0.866
TABLE 12
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A2
0.867 0.866
1.229 1.227
Page III-69
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.035 Yes
Ocean Park Boulevard PM F F 0.043 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.001 No
PM -0.002 No
*17 Bundy Drive & AM D D 0.014 No C -0.031 No
Airport Avenue PM D E 0.065 Yes E 0.061 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D 0.009 No C -0.073 No
signalized PM F 0.072 Yes D -0.105 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.593 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D 0 No
Ocean Park Boulevard PM ** 1.374 F ** 1.370 F -0.004 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.322 A 0 No
Airport Avenue [c] PM 8 0.259 A 8 0.285 A 0 No
17 Bundy Drive & AM 6 0.765 A 6 0.779 A 0 No 4 0.722 A -2 No
Airport Avenue PM 4 0.759 A 5 0.814 A 1 No 4 0.784 A 0 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 13
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A3
No Feasible Mitigation
1.376
1.021
0.883
1.337
1.404
Cumulative Base
Cumulative plus
Project
1.108
0.949
0.964
1.075
0.459
0.544
Cumulative plus
Project
1.090
17
**
1.090
1.034 1.035
** **
17
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/CDelay or V/C
0.861 0.861
1.367
1.019
1.361
0.963
0.543
1.302
1.100
1.073
0.861
0.926
0.459
0.527 0.615
0.508 0.575
0.823 0.837
0.855 0.920
1.201 1.202
1.297 1.295
**
0.826 0.835
0.950 1.022
1.376 1.381
1.396 1.401
0.788 0.787
0.932 0.929
0.592 0.595
0.744 0.747
1.033 1.040
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.717 0.716
1.321 1.321
1.091 1.091
0.867 0.866
1.229 1.227
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.792
0.916
0.753
0.845
No Feasible Mitigation
No Feasible Mitigation
Page III-70
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.035 Yes
Ocean Park Boulevard PM F F 0.043 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.001 No
PM -0.002 No
*17 Bundy Drive & AM D D 0.010 No C -0.031 No
Airport Avenue PM D E 0.057 Yes E 0.057 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D 0.018 No C -0.063 No
signalized PM F 0.091 Yes D -0.081 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.593 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D 0 No
Ocean Park Boulevard PM ** 1.374 F ** 1.370 F -0.004 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.318 A 0 No
Airport Avenue [c] PM 8 0.259 A 8 0.280 A 0 No
17 Bundy Drive & AM 6 0.765 A 6 0.773 A 0 No 4 0.720 A -2 No
Airport Avenue PM 4 0.759 A 5 0.800 A 1 No 4 0.777 A 0 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
1.201 1.202
1.297 1.295
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
1.091
1.229 1.227
0.717 0.716
TABLE 14
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A4
No Feasible Mitigation
17
1.090
1.034 1.035
** **
0.544
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
0.964
1.404
1.100 1.108
0.926 0.949
1.021
1.073 1.075
0.459 0.459
1.321 1.321
1.091
1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
1.100
0.744 0.747
1.033 1.040
0.932 0.929
0.592 0.595
1.396 1.401
0.788 0.787
0.950 1.041
1.376 1.381
**
0.826 0.844
0.823 0.833
0.855 0.912
0.527 0.615
0.508 0.575
0.861 0.883
1.302 1.337
Delay or V/C
0.861 0.861
1.367 1.376
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
No Feasible Mitigation
No Feasible Mitigation
Delay or V/C
0.792
0.912
0.763
0.869
0.867 0.866
1.229 1.227
Page III-71
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.012 No C -0.037 No
Airport Avenue PM D D 0.032 Yes D 0.024 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D 0.007 No C -0.073 No
signalized PM E 0.035 Yes D -0.105 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.323 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.296 A 1 No
17 Bundy Drive & AM 6 0.765 A 6 0.777 A 0 No 4 0.720 A -2 No
Airport Avenue PM 4 0.759 A 5 0.787 A 1 No 4 0.757 A 0 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 15
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A5
No Feasible Mitigation
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/CDelay or V/C
0.861
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
0.861
1.367
0.926 0.948
0.964
1.019
1.361
0.963
1.302 1.333
1.400
1.100 1.108
1.372
1.020
0.861 0.883
1.075
0.459 0.459
0.5440.543
1.073
0.527 0.615
0.508 0.575
1.090
1.034 1.035
** **
1.090
17
0.823 0.835
0.855 0.887
1.201 1.212
1.297 1.298
17
**
0.826 0.833
**
0.950 0.985
1.376 1.381
1.396 1.401
0.788 0.787
0.932 0.929
0.592 0.595
0.744 0.747
1.033 1.040
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.717 0.716
1.321 1.321
1.091 1.091
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.786
1.210
1.298
0.879
0.753
0.845
No Feasible Mitigation
No Feasible Mitigation
0.867 0.866
1.229 1.227
Page III-72
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.024 Yes C -0.032 No
Airport Avenue PM D E 0.102 Yes E 0.080 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM C -0.027 No
signalized PM E 0.001 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.334 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.317 A 1 No
17 Bundy Drive & AM 6 0.765 A 8 0.791 A 2 No 5 0.725 A -1 No
Airport Avenue PM 4 0.759 A 8 0.855 A 4 No 5 0.806 A 1 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 16
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A6
No Feasible Mitigation
17
1.090
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
1.034 1.035
1.201 1.212
1.297 1.298
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
1.091
1.229 1.227
0.717 0.716
1.100 1.103
0.775 0.776
0.908
1.321 1.321
1.091
0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
0.744 0.747
1.033 1.040
0.932 0.929
0.592 0.595
1.396 1.401
0.788 0.787
0.950 0.951
1.376 1.381
**
0.826 0.799
0.823 0.847
0.855 0.957
** **
0.544
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.400
1.100 1.108
0.926 0.948
1.020
0.861 0.883
1.302 1.333
Delay or V/C
0.861 0.861
1.367 1.372
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
No Feasible Mitigation
No Feasible Mitigation
Delay or V/C
0.791
1.210
1.298
0.935
0.867 0.866
1.229 1.227
Page III-73
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.035 Yes
Ocean Park Boulevard PM F F 0.043 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.001 No
PM -0.004 No
*17 Bundy Drive & AM D D 0.026 Yes C -0.025 No
Airport Avenue PM D E 0.109 Yes E 0.094 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM C -0.027 No C -0.027 No
signalized PM E 0.014 Yes D -0.071 No
*19 Walgrove Avenue & AM F F 0.006 No
Rose Avenue PM F F 0.007 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.002 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F -0.049 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.593 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D 0 No
Ocean Park Boulevard PM ** 1.374 F ** 1.370 F -0.004 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.333 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.306 A 1 No
17 Bundy Drive & AM 6 0.765 A 8 0.793 A 2 No 5 0.727 A -1 No
Airport Avenue PM 4 0.759 A 8 0.862 A 4 No 6 0.813 A 2 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 17
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A7
No Feasible Mitigation
17
1.090
1.034 1.035
** **
0.544
1.201 1.202
1.297 1.293
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
1.229 1.227
0.717 0.716
1.321 1.272
1.091 1.091
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
0.744 0.747
1.033 1.040
0.932 0.930
0.592 0.595
1.396 1.403
0.788 0.787
0.950 0.964
1.376 1.382
**
0.826 0.799
0.823 0.849
0.855 0.964
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.404
1.100 1.108
0.926 0.949
1.021
0.861 0.883
1.302 1.337
Delay or V/C
0.861 0.861
1.367 1.376
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
No Feasible Mitigation
No Feasible Mitigation
Delay or V/C
0.798
0.949
0.799
0.879
0.867 0.866
1.229 1.227
Page III-74
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.035 Yes
Ocean Park Boulevard PM F F 0.043 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.001 No
PM -0.004 No
*17 Bundy Drive & AM D D 0.026 Yes C -0.034 No
Airport Avenue PM D E 0.109 Yes E 0.079 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D -0.015 No D -0.015 No
signalized PM E 0.029 Yes D -0.053 No
*19 Walgrove Avenue & AM F F 0.000 No
Rose Avenue PM F F 0.000 No
*20 Centinela Avenue & AM C C 0.002 No
Rose Avenue PM E E 0.002 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.593 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D 0 No
Ocean Park Boulevard PM ** 1.374 F ** 1.370 F -0.004 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.328 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.287 A 1 No
17 Bundy Drive & AM 6 0.765 A 8 0.793 A 2 No 5 0.724 A -1 No
Airport Avenue PM 4 0.759 A 8 0.862 A 4 No 5 0.809 A 1 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 18
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A8
No Feasible Mitigation
1.376
1.021
0.861
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/C
0.861 0.861
1.367
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
0.883
1.302 1.337
1.404
1.100 1.108
0.926 0.949
0.964
1.073 1.075
0.459 0.459
0.544
0.527 0.615
0.508 0.575
1.090
1.034 1.035
** **
17
0.823 0.849
0.855 0.964
1.201 1.202
1.297 1.293
**
0.826 0.811
0.950 0.979
1.376 1.376
1.396 1.396
0.788 0.790
0.932 0.934
0.592 0.595
0.744 0.747
1.033 1.040
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.717 0.716
1.321 1.321
1.091 1.091
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.789
0.934
0.811
0.897
No Feasible Mitigation
No Feasible Mitigation
0.867 0.866
1.229 1.227
Page III-75
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.024 Yes C -0.036 No
Airport Avenue PM D E 0.102 Yes E 0.102 Yes
18 Bundy Drive & AM F F
Project Driveway [a] PM F F
AM -0.017 No D -0.017 No
PM 0.012 Yes D -0.061 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.330 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.310 A 1 No
17 Bundy Drive & AM 6 0.765 A 7 0.791 A 1 No 5 0.723 A -1 No
Airport Avenue PM 4 0.759 A 7 0.855 A 3 No 5 0.803 A 1 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 19
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A9
No Feasible Mitigation
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/CDelay or V/C
0.861
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
0.861
1.367
0.926 0.948
0.964
1.019
1.361
0.963
1.302 1.333
1.400
1.100 1.108
1.372
1.020
0.861 0.883
1.075
0.459 0.459
0.5440.543
1.073
0.527 0.615
0.508 0.575
1.090
1.034 1.035
** **
1.090
17
0.823 0.847
0.855 0.957
1.201 1.212
1.297 1.298
17
**
** **
0.826 0.809
**
0.950 0.962
1.376 1.381
1.396 1.401
0.788 0.787
0.932 0.929
0.592 0.595
0.744 0.747
1.033 1.040
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.717 0.716
1.321 1.321
1.091 1.091
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.787
1.210
1.298
0.957
0.809
0.889
No Feasible Mitigation
No Feasible Mitigation
0.867 0.866
1.229 1.227
Page III-76
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.024 Yes C -0.036 No
Airport Avenue PM D E 0.102 Yes E 0.072 Yes
18 Bundy Drive & AM F C
Project Driveway [a] PM F D
AM D -0.018 No D -0.018 No
PM E 0.011 Yes D -0.063 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.323 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.296 A 1 No
17 Bundy Drive & AM 6 0.765 A 8 0.791 A 2 No 5 0.723 A -1 No
Airport Avenue PM 4 0.759 A 8 0.855 A 4 No 5 0.803 A 1 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 20
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE A10
No Feasible Mitigation
17
1.090
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
1.034 1.035
1.201 1.212
1.297 1.298
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
1.091
1.229 1.227
0.717 0.716
1.100 1.103
0.775 0.776
0.908
1.321 1.321
1.091
0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
0.744 0.747
1.033 1.040
0.932 0.929
0.592 0.595
1.396 1.401
0.788 0.787
0.950 0.961
1.376 1.381
21
** 31
0.826 0.808
0.823 0.847
0.855 0.957
** **
0.544
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.400
1.100 1.108
0.926 0.948
1.020
0.861 0.883
1.302 1.333
Delay or V/C
0.861 0.861
1.367 1.372
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
No Feasible Mitigation
No Feasible Mitigation
Delay or V/C
0.787
1.210
1.298
0.927
0.808
0.887
0.867 0.866
1.229 1.227
Page III-77
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.012 No C -0.038 No
Airport Avenue PM D D 0.037 Yes D 0.028 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D 0.008 No C -0.073 No
signalized PM E 0.042 Yes D -0.107 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.379 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.300 A 1 No
17 Bundy Drive & AM 6 0.765 A 6 0.777 A 0 No 4 0.720 A -2 No
Airport Avenue PM 4 0.759 A 5 0.792 A 1 No 4 0.762 A 0 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 21
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE B1
No Feasible Mitigation
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/CDelay or V/C
0.861
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
0.861
1.367
0.926 0.948
0.964
1.019
1.361
0.963
1.302 1.333
1.400
1.100 1.108
1.372
1.020
0.861 0.883
1.075
0.459 0.459
0.5440.543
1.073
0.527 0.615
0.508 0.575
1.090
1.034 1.035
** **
1.090
17
0.823 0.835
0.855 0.892
1.201 1.212
1.297 1.298
17
**
0.826 0.834
**
0.950 0.992
1.376 1.381
1.396 1.401
0.788 0.787
0.932 0.929
0.592 0.595
0.744 0.747
1.033 1.040
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.717 0.716
1.321 1.321
1.091 1.091
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.785
1.210
1.298
0.883
0.753
0.843
No Feasible Mitigation
No Feasible Mitigation
0.867 0.866
1.229 1.227
Page III-78
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.024 Yes C -0.032 No
Airport Avenue PM D E 0.102 Yes E 0.080 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM C -0.027 No
signalized PM E 0.001 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.334 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.317 A 1 No
17 Bundy Drive & AM 6 0.765 A 8 0.791 A 2 No 5 0.725 A -1 No
Airport Avenue PM 4 0.759 A 8 0.855 A 4 No 5 0.806 A 1 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 22
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE B2
No Feasible Mitigation
17
1.090
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
1.034 1.035
1.201 1.212
1.297 1.298
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
1.091
1.229 1.227
0.717 0.716
1.100 1.103
0.775 0.776
0.908
1.321 1.321
1.091
0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
0.744 0.747
1.033 1.040
0.932 0.929
0.592 0.595
1.396 1.401
0.788 0.787
0.950 0.951
1.376 1.381
**
0.826 0.799
0.823 0.847
0.855 0.957
** **
0.544
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.400
1.100 1.108
0.926 0.948
1.020
0.861 0.883
1.302 1.333
Delay or V/C
0.861 0.861
1.367 1.372
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
No Feasible Mitigation
No Feasible Mitigation
Delay or V/C
0.791
1.210
1.298
0.935
0.867 0.866
1.229 1.227
Page III-79
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.035 Yes
Ocean Park Boulevard PM F F 0.043 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.001 No
PM -0.004 No
*17 Bundy Drive & AM D D 0.026 Yes C -0.034 No
Airport Avenue PM D E 0.109 Yes E 0.079 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D -0.015 No D -0.015 No
signalized PM E 0.029 Yes D -0.053 No
*19 Walgrove Avenue & AM F F 0.000 No
Rose Avenue PM F F 0.000 No
*20 Centinela Avenue & AM C C 0.002 No
Rose Avenue PM E E 0.002 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.593 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D -1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.370 F -0.004 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.328 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.287 A 1 No
17 Bundy Drive & AM 6 0.765 D 8 0.793 A 12 Yes 5 0.724 A -1 No
Airport Avenue PM 4 0.759 A 8 0.862 A 5 No 5 0.809 A 1 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
No Feasible Mitigation
No Feasible Mitigation
0.897
0.934
0.811
0.789
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.717 0.716
1.321 1.321
1.091 1.091
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.744 0.747
1.033 1.040
0.932 0.934
0.592 0.595
1.396 1.396
0.788 0.790
0.950 0.979
1.376 1.376
**
0.826 0.811
17
0.823 0.849
0.855 0.964
1.201 1.202
1.297 1.293
1.090
1.034 1.035
** **
0.544
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.100 1.108
0.926 0.949
0.883
1.302 1.337
1.404
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/C
0.861 0.861
1.367
TABLE 23
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE B3
No Feasible Mitigation
1.376
1.021
0.861
0.867 0.866
1.229 1.227
Page III-80
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes F 0.001 No
PM 0.001 No F 0.001 No
*17 Bundy Drive & AM D D 0.024 Yes C -0.034 No
Airport Avenue PM D E 0.102 Yes E 0.081 Yes
18 Bundy Drive & AM F
Project Driveway PM F
signalized AM D -0.015 No D -0.015 No
signalized PM E 0.024 Yes D -0.061 No
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 15 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 18 0.644 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.428 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.703 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D -1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.004 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.329 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.315 A 1 No
17 Bundy Drive & AM 6 0.765 D 8 0.791 E 12 Yes 5 0.726 D -2 No
Airport Avenue PM 4 0.759 A 8 0.855 A 5 No 5 0.806 A 2 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 24
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE B4
No Feasible Mitigation
1.372
1.020
0.861
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/C
0.861 0.861
1.367
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
0.883
1.302 1.333
1.400
1.100 1.108
0.926 0.948
0.964
1.073 1.075
0.459 0.459
0.544
0.527 0.615
0.508 0.575
1.090
1.034 1.035
** **
17
0.823 0.847
0.855 0.957
1.201 1.212
1.297 1.298
**
0.826 0.811
0.950 0.974
1.376 1.381
1.396 1.401
0.788 0.787
0.932 0.929
0.592 0.595
0.744 0.747
1.033 1.040
1.229 1.227
1.100 1.103
0.775 0.776
0.908 0.911
0.926 0.929
0.717 0.716
1.321 1.321
1.091 1.091
0.897 0.898
Delay or V/C
1.079 1.084
1.099 1.100
0.789
1.202
1.298
0.936
0.811
0.889
No Feasible Mitigation
No Feasible Mitigation
0.867 0.866
1.229 1.227
Page III-81
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.009 No
*5 Bundy Drive & AM F F 0.002 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.023 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.009 No
PM -0.002 No
*17 Bundy Drive & AM D D 0.026 Yes C -0.046 No
Airport Avenue PM D E 0.080 Yes D 0.034 Yes
18 Bundy Drive & AM F
Project Driveway [a] PM F
AM
PM
*19 Walgrove Avenue & AM F F -0.001 No
Rose Avenue PM F F -0.002 No
*20 Centinela Avenue & AM C C 0.002 No
Rose Avenue PM E E 0.001 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.654 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.634 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 48 1.083 D 0 No
Ocean Park Boulevard PM ** 1.374 F ** 1.353 F -0.021 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F 0 No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.318 A 0 No
Airport Avenue [c] PM 8 0.259 A 8 0.280 A 0 No
17 Bundy Drive & AM 6 0.765 A 8 0.832 A 2 No 5 0.724 A -1 No
Airport Avenue PM 4 0.759 A 14 1.194 B 10 No 11 1.143 B 7 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 25
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE C1
No Feasible Mitigation
17
1.090
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
1.034 1.035
1.201 1.210
1.297 1.295
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
1.091
1.229 1.227
0.717 0.716
1.100 1.103
0.775 0.776
0.908
1.321 1.321
1.091
0.911
0.926 0.929
0.897 0.898
1.079 1.084
1.099 1.100
0.744 0.747
1.033 1.040
0.932 0.933
0.592 0.595
1.396 1.394
0.788 0.790
0.950
1.376 1.375
This intersection is consolidated with intersection #17**
0.826
0.823 0.849
0.855 0.935
** **
0.544
0.527 0.615
0.508 0.575
0.964
1.073 1.075
0.459 0.459
1.400
1.100 1.108
0.926 0.949
1.021
0.861 0.883
1.302 1.333
Delay or V/C
0.861 0.861
1.367 1.376
Delay or V/C
1.019
1.361
0.963
0.543
1.090
17
**
No Feasible Mitigation
Delay or V/C
0.777
0.889
0.867 0.866
1.229 1.227
Page III-82
City of Los Angeles Methodology
Peak V/C Significant V/C Residual
Intersection Hour LOS LOS Change Impact? LOS Change Impact?
*4 Bundy Drive & AM D D 0.000 No
Pico Boulevard PM F F 0.005 No
*5 Bundy Drive & AM F F 0.001 No
I-10 Freeway EB on-ramp PM D D 0.022 Yes
*9 Bundy Drive & AM F F 0.031 Yes
Ocean Park Boulevard PM F F 0.039 Yes
*10 Bundy Drive & AM F F 0.008 No
National Boulevard PM E E 0.022 Yes
*11 Sawtelle Boulevard & AM E E 0.001 No
National Boulevard PM F F 0.002 No
*12 I-405 Freeway SB On-Ramp & AM A A 0.000 No
National Boulevard PM A A 0.001 No
*13 I-405 Freeway NB Off-Ramp & AM A B 0.088 No
National Boulevard PM A A 0.067 No
*14 Sepulveda Boulevard & AM F F 0.000 No
National Boulevard PM F F 0.001 No
15 23rd Street/Walgrove Avenue & AM F F
Airport Avenue [a] PM C C
AM 0.011 Yes 0.009 No
PM 0.001 No 0.001 No
*17 Bundy Drive & AM D D 0.024 Yes C -0.046 No
Airport Avenue PM D E 0.071 Yes D 0.028 Yes
18 Bundy Drive & AM F
Project Driveway [a] PM F
AM
PM
*19 Walgrove Avenue & AM F F 0.005 No
Rose Avenue PM F F 0.005 No
*20 Centinela Avenue & AM C C -0.001 No
Rose Avenue PM E E -0.003 No
*21 Walgrove Avenue & AM A A 0.003 No
Palms Boulevard PM C C 0.003 No
*22 Centinela Avenue & AM F F 0.007 No
Palms Boulevard PM F F 0.005 No
*23 Sawtelle Boulevard & AM F F 0.001 No
Palms Boulevard PM F F 0.003 No
*24 Walgrove Avenue & AM E E 0.003 No
Venice Boulevard PM E E 0.003 No
*25 Beethoven Street & AM D D 0.001 No
Venice Boulevard PM C C 0.001 No
*26 Centinela Avenue & AM F F 0.000 No
Venice Boulevard PM F F 0.000 No
*27 Inglewood Boulevard & AM D D -0.001 No
Venice Boulevard PM F F -0.002 No
Inglewood Boulevard & AM C C -0.001 No
Venice Boulevard PM F F -0.002 No
City of Santa Monica Methodology
Peak Delay or V/C Significant Delay or V/C Residual
Intersection Hour Delay V/C LOS Delay V/C LOS Change Impact? Delay V/C LOS Change Impact?
1 20th Street & AM 19 0.657 B 19 0.657 B 0 No
Pico Boulevard PM 20 0.682 B 20 0.683 B 0 No
2 Cloverfield Boulevard & AM 26 0.802 C 26 0.802 C 0 No
Pico Boulevard PM 22 0.653 C 22 0.653 C 0 No
3 I-10 EB Off-Ramp/34th Street & AM 15 0.631 B 15 0.633 B 0 No
Pico Boulevard PM 11 0.587 B 11 0.589 B 0 No
6 20th Street & AM 4 0.427 A 4 0.425 A 0 No
Ocean Park Boulevard PM 18 0.702 B 18 0.701 B 0 No
7 23rd Street & AM 48 1.083 D 49 1.084 D 1 No
Ocean Park Boulevard PM ** 1.374 F ** 1.368 F -0.006 No
8 Cloverfield Boulevard & AM 5 0.479 A 5 0.479 A 0 No
Ocean Park Boulevard PM 9 0.613 A 9 0.613 A 0 No
15 23rd Street/Walgrove Avenue & AM ** N/C F ** N/C F N/C Yes ** N/C F N/C No
Airport Avenue [b] PM 17 N/C C 17 N/C C 0 No 17 N/C C 0 No
16 Donald Douglas Loop South & AM 9 0.316 A 9 0.323 A 0 No
Airport Avenue [c] PM 8 0.259 A 9 0.296 A 1 No
17 Bundy Drive & AM 6 0.765 A 8 0.804 A 2 No 5 0.725 A -1 No
Airport Avenue PM 4 0.759 A 12 1.107 B 8 No 9 1.075 A 5 No
Notes:
* Intersection is currently operating under ATSAC system.
** Indicates oversaturated conditions. Delay cannot be calculated.
[a] Intersection is controlled by stop sign(s). The top rows show analysis using Highway Capacity Manual stop-controlled methodology, for the purpose of evaluating the
operating condition of the intersection. Average vehicular delay in seconds is reported rather than V/C ratio. The bottom rows show analysis using the CMA
methodology, for the purpose of application of the City of Los Angeles significance criteria. V/C ratio is reported.
[b] Intersection is two-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle for the most constrained approach.
[c] Intersection is all-way stop controlled. Level of service is based on average vehicular delay in seconds per vehicle.
TABLE 26
FUTURE (2010) INTERSECTION LEVELS OF SERVICE - ALTERNATIVE C2
No Feasible Mitigation
Cumulative Base
Cumulative plus
Project
Cum+Project with
Mitigations
Delay or V/CDelay or V/C
0.861
Cumulative Base
Cumulative plus
Project
Cumulative plus
Project
0.861
1.367
0.926 0.948
0.964
1.019
1.361
0.963
1.302 1.333
1.400
1.100 1.108
1.372
1.020
0.861 0.883
1.075
0.459 0.459
0.5440.543
1.073
0.527 0.615
0.508 0.575
1.090
1.034 1.035
** **
1.090
17
0.823 0.847
0.855 0.926
1.201 1.212
1.297 1.298
17
**
0.826This intersection is consolidated with intersection #17
SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-116
In response to Comment Nos. 7.12, 8.4, 23.3, 26.1, 26.14, 26.17, and 28.1, Table 8 of the Traffic Study (Appendix G to the Draft EIR) has been corrected to no longer indicate that the trip generation estimates shown for Airport Park include the removal of the former SMC shuttle lot as no such adjustment was made in the traffic analysis. This does not change any findings or conclusions contained within the Draft EIR.
In response to Comment No. 5.25, Table 8 has also been amended to include the Madison Campus. It should be noted that because the traffic impact analysis for the Madison Campus estimated that it would generate only nominal traffic during the typical peak periods (six trips in the a.m. peak hour and 13 trips in the p.m. peak hour) and its location is approximately four miles from the site of the Bundy Campus, the addition of the Madison Campus to Table 8 of the Traffic Study does not change any of the findings or conclusions of the Draft EIR.
The revised Table 8 of the Traffic Study has been included on the following pages of this Section.
TAB
LE 8
TRIP
GEN
ERA
TIO
N E
STIM
ATE
S FO
R R
ELA
TED
PR
OJE
CTS
IN T
HE
CIT
Y O
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NTA
MO
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A
SPIRT
YA
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NT
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K H
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RP.
M. P
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HO
UR
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OC
EZISES
UN
OITA
COL
TCEJ
ORP
[b]
TRIP
SIN
OU
TTO
TAL
INO
UT
TOTA
L
Cur
rent
Cum
ulat
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Proj
ects
with
in S
anta
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(per
12/
16/2
005
City
Lis
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Fast
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Page
III-
117
TAB
LE 8
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N E
STIM
ATE
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Page
III-
118
TAB
LE 8
TRIP
GEN
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N E
STIM
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Page
III-
119
TAB
LE 8
TRIP
GEN
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TIO
N E
STIM
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S FO
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ELA
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PR
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Page
III-
120
TAB
LE 8
TRIP
GEN
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TIO
N E
STIM
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TAB
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Pro
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hris
toph
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. Jos
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ssoc
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s, M
arch
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outh
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th to
wes
t
Page
III-
123
Santa Monica Community College January 26, 2007
SMC Bundy Campus Master Plan III. Corrections and Additions to the Draft EIR Final Environmental Impact Report Page III-124
In response to Comment No. 26.11, the first sentence of the second paragraph on page 27 of Appendix G (Traffic Study) to the Draft EIR has been corrected to read as follows:
“The segment of Airport Avenue westeast of Centinela Avenue is treated as a collector street in this study, which is consistent with previous studies of projects in the area.”
This correction does not change any findings or conclusions contained within the Draft EIR.
In response to Comment No. 28.3, the fourth sentence of the last paragraph on page 27 of Appendix G (Traffic Study) to the Draft EIR has been corrected to read as follows:
“That traffic volume, as well as the physical characteristics of the street itself (i.e., its grade), is such that typical neighborhood traffic calming measures — such as those applied on Rose Avenue westeast of Bundy Drive and on 23rd Street north of Ocean Park Boulevard (stop signs and speed humps) — are not considered appropriate.”
This correction does not change any findings or conclusions contained within the Draft EIR.
