Paso Robles City Council
April 18, 2023

Shopping Center
Creston Rd Creston Rd
Northbound Westbound
Turning Movement Report
Southbound
Shopping Center @ Creston Rd
San Luis Obispo
Thursday, August 25, 2022 Clear
Eastbound

35.6230
-120.6615
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0000000000000000
7:15 AM - 7:30 AM 0000000000000000
7:30 AM - 7:45 AM 0001001000000400
7:45 AM - 8:00 AM 0004000000000000
8:00 AM - 8:15 AM 0001000000000000
8:15 AM - 8:30 AM 0003001000000010
8:30 AM - 8:45 AM 0001000000000000
8:45 AM - 9:00 AM 0001000000000000
TOTAL 0 0 0 11 0 0 2 0 0 0 0 0 0 4 1 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2:00 PM - 2:15 PM 0000000000000000
2:15 PM - 2:30 PM 0001000000000000
2:30 PM - 2:45 PM 0000001000000000
2:45 PM - 3:00 PM 0000001000000000
3:00 PM - 3:15 PM 0000000008000000
3:15 PM - 3:30 PM 0000000000000000
3:30 PM - 3:45 PM 0000000000000000
3:45 PM - 4:00 PM 0000000000000100
4:00 PM - 4:15 PM 0000000010000000
4:15 PM - 4:30 PM 0000000010000000
4:30 PM - 4:45 PM 0000001000000100
4:45 PM - 5:00 PM 0000000001000000
5:00 PM - 5:15 PM 0000000000000000
5:15 PM - 5:30 PM 0000000000000000
5:30 PM - 5:45 PM 0001000000000000
5:45 PM - 6:00 PM 0000000000000000
TOTAL 0 0 0 2 0 0 3 0 2 9 0 0 0 2 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0009002000000410
3:00 PM - 4:00 PM 0000000008000100
Bikes Peds Peds <>
AM Peak Total 79 PM 0 0 0 0
PM Peak Total 9 0 AM 2009 Peds <>
00 AM PM
00 10
80 41
00 00
PM AM
Peds <> 00
Peds <>
0000 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Shopping Center
Creston Rd Creston Rd
Shopping Center Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Shopping Center @ Creston Rd 35.6230
San Luis Obispo -120.6615
Thursday, August 25, 2022 Clear
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME CONTROL TYPE
Creston Rd
Clear
One-Way Stop

COMMENTS

N/A
Turning Movement Report
Shopping Center @ Creston Rd
San Luis Obispo
Thursday, August 25, 2022
Shopping Center
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 0 0 26 0 7 2 6 52 0 3 0 64 24 1
7:15 AM - 7:30 AM 0 0 0 0 48 0 11 2 10 55 0 3 0 101 48 2 7:30 AM - 7:45 AM 0 0 0 0 72 0 17 2 11 110 0 2 0 163 57 4 7:45 AM - 8:00 AM 0 0 0 0 96 0 20 1 30 137 0 4 0 130 70 3 8:00 AM - 8:15 AM 0 0 0 0 98 0 22 4 33 124 0 3 0 113 69 7 8:15 AM - 8:30 AM 0 0 0 0 57 0 17 2 15 74 0 2 0 80 66 6 8:30 AM - 8:45 AM 0 0 0 0 39 0 11 2 8 58 0 4 0 80 42 3
8:45 AM - 9:00 AM 0 0 0 0 39 0 5 2 10 47 0 2 0 89 56 8
TOTAL 0 0 0 0 475 0 110 17 123 657 0 23 0 820 432 34
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 2:00 PM - 2:15 PM 0 0 0 0 55 0 7 2 3 72 0 5 0 74 51 3
2:15 PM - 2:30 PM 0 0 0 0 55 0 10 4 8 69 0 1 0 99 44 3
2:30 PM - 2:45 PM 0 0 0 0 81 0 14 2 4 74 0 0 0 137 52 4 2:45 PM - 3:00 PM 0 0 0 0 63 0 15 3 7 91 0 1 0 148 53 2 3:00 PM - 3:15 PM 0 0 0 0 75 0 20 7 15 138 0 2 0 76 45 4 3:15 PM - 3:30 PM 0 0 0 0 74 0 13 4 17 76 0 2 0 97 41 3 3:30 PM - 3:45 PM 0 0 0 0 67 0 26 0 15 82 0 2 0 102 64 4 3:45 PM - 4:00 PM 0 0 0 0 79 0 24 1 23 98 0 0 0 116 79 2 4:00 PM - 4:15 PM 0 0 0 0 71 0 14 1 13 88 0 1 0 104 58 1 4:15 PM - 4:30 PM 0 0 0 0 74 0 13 0 13 89 0 4 0 83 59 1 4:30 PM - 4:45 PM 0 0 0 0 88 0 20 0 8 100 0 0 0 108 78 2 4:45 PM - 5:00 PM 0 0 0 0 70 0 11 1 11 99 0 1 0 85 52 0 5:00 PM - 5:15 PM 0 0 0 0 89 0 9 1 5 88 0 2 0 98 53 0
5:15 PM - 5:30 PM 0 0 0 0 56 0 16 0 11 93 0 1 0 94 64 0 5:30 PM - 5:45 PM 0 0 0 0 65 0 15 1 11 88 0 1 0 76 51 1 5:45 PM - 6:00 PM 0 0 0 0 47 0 8 1 6 92 0 0 0 84 60 1
TOTAL 0 0 0 0 1109 0 235 28 170 1437 0 23 0 1581 904 31 PEAK HOUR Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 7:30 AM - 8:30 AM 0 0 0 0 323 0 76 9 89 445 0 11 0 486 262 20 3:45 PM - 4:45 PM 0 0 0 0 312 0 71 2 57 375 0 5 0 411 274 6 PHF Trucks PHF
AM 0.870 2.4%
PM 71 0 312 0.887
PM 0.895 0.9%
AM 76 0 323 0.831
PHF 0.893 0.799
AM PM
57 89 262 274
375 445 486 411
00 00
PM AM
PHF

0.85 0.878 PHF
##### 0 0 0 AM
##### 0 0 0 PM
Southbound
Southbound Eastbound
Northbound Westbound
Northbound Eastbound Westbound

Golden Hill Rd
Creston Rd Creston Rd
Northbound Westbound
Turning Movement Report
Southbound
Golden Hill Rd @ Creston Rd
San Luis Obispo
Thursday, August 25, 2022 Clear
Eastbound

35.6223
-120.6597
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0001000000000000
7:15 AM - 7:30 AM 0000000000010000
7:30 AM - 7:45 AM 0002001000040001
7:45 AM - 8:00 AM 0003000000010002
8:00 AM - 8:15 AM 0001000000000000
8:15 AM - 8:30 AM 0000000000000104
8:30 AM - 8:45 AM 0000000000000000
8:45 AM - 9:00 AM 0001000000000002
TOTAL 0 0 0 8 0 0 1 0 0 0 0 6 0 1 0 9
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2:00 PM - 2:15 PM 0000000000000000
2:15 PM - 2:30 PM 0001000000000000
2:30 PM - 2:45 PM 0000000000000000
2:45 PM - 3:00 PM 0000000000000000
3:00 PM - 3:15 PM 0000000006060000
3:15 PM - 3:30 PM 0003000000000000
3:30 PM - 3:45 PM 0001000000000001
3:45 PM - 4:00 PM 0000000000000101
4:00 PM - 4:15 PM 0000000000000000
4:15 PM - 4:30 PM 0001000000000001
4:30 PM - 4:45 PM 0000000000000000
4:45 PM - 5:00 PM 0000000000000000
5:00 PM - 5:15 PM 0000000000000000
5:15 PM - 5:30 PM 0000000000000000
5:30 PM - 5:45 PM 0000000000010000
5:45 PM - 6:00 PM 0001000000000000
TOTAL 0 0 0 7 0 0 0 0 0 6 0 7 0 1 0 3
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0006001000050107
3:45 PM - 4:45 PM 0001000000000102
Bikes Peds Peds <>
AM Peak Total 2 18 PM 0 0 0 1
PM Peak Total 1 3 AM 1006 Peds <>
27 AM PM
00 00
00 11
00 00
PM AM
Peds <> 50
Peds <>
0000 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Golden Hill Rd
Creston Rd Creston Rd
0 Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Golden Hill Rd @ Creston Rd 35.6223
San Luis Obispo -120.6597
Thursday, August 25, 2022 Clear
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME CONTROL TYPE
Creston Rd
Clear
Signal
COMMENTS Eastbound left turns are protected.

41 Seconds
Turning Movement Report
Golden Hill Rd @ Creston Rd
San Luis Obispo
Thursday, August 25, 2022
Golden Hill Rd
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 7:00 AM - 7:15 AM 0 31 0 0 0 30 10 1 11 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 2 49 0 1 0 50 26 3 14 0 1 0 0 0 0 0
7:30 AM - 7:45 AM 1 64 0 1 0 84 45 1 26 0 1 0 0 0 0 0
7:45 AM - 8:00 AM 2 89 0 2 0 102 42 3 29 0 1 0 0 0 0 0
8:00 AM - 8:15 AM 0 97 0 2 0 84 19 3 43 0 2 0 0 0 0 0
8:15 AM - 8:30 AM 2 74 0 5 0 62 22 3 35 0 2 0 0 0 0 0
8:30 AM - 8:45 AM 2 47 0 1 0 32 12 3 10 0 1 0 0 0 0 0
8:45 AM - 9:00 AM 3 60 0 4 0 31 11 3 15 0 0 1 0 0 0 0
TOTAL 12 511 0 16 0 475 187 20 183 0 8 1 0 0 0 0
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 2:00 PM - 2:15 PM 0 51 0 1 0 51 13 4 14 0 1 0 0 0 0 0
2:15 PM - 2:30 PM 0 42 0 3 0 57 14 1 14 0 0 0 0 0 0 0
2:30 PM - 2:45 PM 0 48 0 1 0 74 32 2 13 0 1 0 0 0 0 0
2:45 PM - 3:00 PM 0 59 0 1 0 70 27 4 24 0 0 0 0 0 0 0
3:00 PM - 3:15 PM 1 54 0 0 0 71 24 6 48 0 2 0 0 0 0 0
3:15 PM - 3:30 PM 0 38 0 0 0 73 27 4 18 0 2 2 0 0 0 0
3:30 PM - 3:45 PM 0 67 0 4 0 77 26 0 21 0 1 1 0 0 0 0
3:45 PM - 4:00 PM 1 75 0 2 0 82 25 1 43 0 1 1 0 0 0 0
4:00 PM - 4:15 PM 0 65 0 2 0 66 13 1 16 0 2 0 0 0 0 0
4:15 PM - 4:30 PM 3 62 0 1 0 62 29 0 19 0 2 0 0 0 0 0
4:30 PM - 4:45 PM 3 76 0 0 0 82 25 0 23 0 1 0 0 0 0 0
4:45 PM - 5:00 PM 1 62 0 0 0 73 23 0 28 0 1 0 0 0 0 0
5:00 PM - 5:15 PM 0 50 0 0 0 82 31 1 22 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 3 65 0 0 0 49 14 0 15 0 4 0 0 0 0 0
5:30 PM - 5:45 PM 0 58 0 0 0 68 21 1 14 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 2 69 0 0 0 37 15 1 24 0 1 0 0 0 0 0
TOTAL 14 941 0 15 0 1074 359 26 356 0 19 40000
PEAK HOUR Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks 7:30 AM - 8:30 AM 5 324 0 10 0 332 128 10 133 0 6 0 0 0 0 0 3:00 PM - 4:00 PM 2 234 0 6 0 303 102 11 130 0 6 4 0 0 0 0 PHF Trucks PHF
AM 0.875 2.2%
PM 102 303 0 0.946
PM 0.856 2.7%
AM 128 332 0 0.799
PHF 0.68 0.772
AM PM
130 133 0 0
00 00
66 00
PM AM
PHF
##### ##### PHF

0.848 5 324 0 AM

0.776 2 234 0 PM
Turning Movement Report
Southbound
Golden Hill Rd @ Rolling Hills Rd
San Luis Obispo
Thursday, August 25, 2022 Clear
Eastbound

35.6341
-120.6580

Golden Hill Rd
Rolling Hills Rd
Northbound Westbound
Southbound
Southbound Eastbound
Northbound Westbound
Northbound Eastbound Westbound
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0000000000000000
7:15 AM - 7:30 AM 0000000000000000
7:30 AM - 7:45 AM 0000000000000000
7:45 AM - 8:00 AM 0000010000000000
8:00 AM - 8:15 AM 0000000000000003
8:15 AM - 8:30 AM 0000000000000000
8:30 AM - 8:45 AM 0000000000000005
8:45 AM - 9:00 AM 0000000000000002
TOTAL 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 10
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2:00 PM - 2:15 PM 0000000000000000
2:15 PM - 2:30 PM 0000000000000001
2:30 PM - 2:45 PM 0000000000000000
2:45 PM - 3:00 PM 0000000000000000
3:00 PM - 3:15 PM 0000000000000000
3:15 PM - 3:30 PM 0000000000000000
3:30 PM - 3:45 PM 0000000000000000
3:45 PM - 4:00 PM 0000000000000000
4:00 PM - 4:15 PM 0000001000000002
4:15 PM - 4:30 PM 0000000000000000
4:30 PM - 4:45 PM 0000000000000001
4:45 PM - 5:00 PM 0000000000000000
5:00 PM - 5:15 PM 0000000000000001
5:15 PM - 5:30 PM 0000000000000000
5:30 PM - 5:45 PM 0000000000000000
5:45 PM - 6:00 PM 0000000010000000
TOTAL 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 5
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0000010000000003
3:00 PM - 4:00 PM 0000000000000000
Bikes Peds Peds <>
AM Peak Total 13 PM 0 0 0 0
PM Peak Total 0 0 AM 0100 Peds <>
03 AM PM
00 00
00 00
00 00
PM AM
Peds <> 00
Peds <>
0000 AM
0 0 0 0 PM
Turning Movement Report
Golden Hill Rd @ Rolling Hills Rd 35.6341
San Luis Obispo -120.6580
Thursday, August 25, 2022 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Golden Hill Rd
Rolling Hills Rd 0
Golden Hill Rd Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes
IS/MND Attachment 8

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION N/S STREET

COUNTY E/W STREET

COLLECTION DATE WEATHER

CYCLE TIME CONTROL TYPE N/A
Turning Movement Report
Golden Hill Rd @ Rolling Hills Rd
San Luis Obispo
Thursday, August 25, 2022
Golden Hill Rd
Rolling Hills Rd
Clear
One-Way Stop

COMMENTS

IS/MND Attachment 8

Central Coast Transportation Consulting November 2022
Rolling Hills
Draft Transportation Impact Study Appendices
Appendix B: Intersection Calculation Sheets

IS/MND Attachment 8

Creston Road Multi-Family Existing AM
1: Creston Rd & Orchard Dr HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 24 797 914 7 6 25
Future Vol, veh/h 24 797 914 7 6 25
Conflicting Peds, #/hr 6 00630
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22222
Mvmt Flow 27 906 1039 8 7 28
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1053 0 - 0 2012 1049
Stage 1 - - - - 1049 -
Stage 2 - - - - 963 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 661 - - - 65 276
Stage 1 - - - - 337 -
Stage 2 - - - - 370 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 657 - - - 59 274
Mov Cap-2 Maneuver - - - - 179 -
Stage 1 - - - - 307 -
Stage 2 - - - - 368 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 21.9

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 657 - - - 248
HCM Lane V/C Ratio 0.042 - - - 0.142
HCM Control Delay (s) 10.7 - - - 21.9
HCM Lane LOS B - - - C
HCM 95th %tile Q(veh) 0.1 - - - 0.5
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
2: Creston Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 169 741 710 70 20 209
Future Vol, veh/h 169 741 710 70 20 209
Conflicting Peds, #/hr 5 00500
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 60 - - - 0 100
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 22222
Mvmt Flow 190 833 798 79 22 235
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 882 0 - 0 2056 843
Stage 1 - - - - 843 -
Stage 2 - - - - 1213 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 767 - - - 61 364
Stage 1 - - - - 422 -
Stage 2 - - - - 281 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 763 - - - 45 362
Mov Cap-2 Maneuver - - - - 45 -
Stage 1 - - - - 315 -
Stage 2 - - - - 280 -
Approach EB WB SB
HCM Control Delay, s 2.1 0 41.7

HCM LOS E
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 763 - - - 45 362
HCM Lane V/C Ratio 0.249 - - - 0.499 0.649
HCM Control Delay (s) 11.3 - - - 147.5 31.6
HCM Lane LOS B - - - F D
HCM 95th %tile Q(veh) 1 - - - 1.8 4.3
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
3: Melody Dr & Creston Rd Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 899 62 627 356
v/c Ratio 0.53 0.26 0.36 0.64
Control Delay 8.5 11.5 8.5 19.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 8.5 11.5 8.5 19.2
Queue Length 50th (ft) 58 8 45 67
Queue Length 95th (ft) 123 33 94 155
Internal Link Dist (ft) 379 270 218
Turn Bay Length (ft) 115
Base Capacity (vph) 3267 486 3515 1360
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.28 0.13 0.18 0.26
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
3: Melody Dr & Creston Rd HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 505 250 52 527 245 54
Future Volume (vph) 505 250 52 527 245 54
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.5 4.5 4.5 4.0
Lane Util. Factor 0.95 1.00 0.95 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 0.99 1.00 1.00
Frt 0.95 1.00 1.00 0.98
Flt Protected 1.00 0.95 1.00 0.96
Satd. Flow (prot) 3317 1760 3539 1741
Flt Permitted 1.00 0.27 1.00 0.96
Satd. Flow (perm) 3317 491 3539 1741
Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84
Adj. Flow (vph) 601 298 62 627 292 64
RTOR Reduction (vph) 72 00080
Lane Group Flow (vph) 827 0 62 627 348 0
Confl. Peds. (#/hr) 14 14 15 4
Turn Type NA Perm NA Prot
Protected Phases 2 6 8
Permitted Phases 6
Actuated Green, G (s) 22.9 22.9 22.9 14.6
Effective Green, g (s) 22.9 22.9 22.9 14.6
Actuated g/C Ratio 0.50 0.50 0.50 0.32
Clearance Time (s) 4.5 4.5 4.5 4.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1651 244 1761 552
v/s Ratio Prot c0.25 0.18 c0.20
v/s Ratio Perm 0.13
v/c Ratio 0.50 0.25 0.36 0.63
Uniform Delay, d1 7.7 6.6 7.0 13.4
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.6 0.1 2.3
Delay (s) 8.0 7.2 7.2 15.7
Level of Service A A A B
Approach Delay (s) 8.0 7.2 15.7
Approach LOS A A B
Intersection Summary
HCM 2000 Control Delay 9.1 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 46.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
3: Melody Dr & Creston Rd HCM 6th Signalized Intersection Summary Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 505 250 52 527 245 54
Future Volume (veh/h) 505 250 52 527 245 54
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 601 298 62 627 292 64
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84
Percent Heavy Veh, % 222222
Cap, veh/h 1149 569 381 1783 405 89
Arrive On Green 0.50 0.50 0.50 0.50 0.28 0.28
Sat Flow, veh/h 2383 1135 618 3647 1421 311
Grp Volume(v), veh/h 466 433 62 627 357 0
Grp Sat Flow(s),veh/h/ln 1777 1647 618 1777 1737 0
Q Serve(g_s), s 7.1 7.1 3.0 4.3 7.4 0.0
Cycle Q Clear(g_c), s 7.1 7.1 10.1 4.3 7.4 0.0
Prop In Lane 0.69 1.00 0.82 0.18
Lane Grp Cap(c), veh/h 892 827 381 1783 495 0
V/C Ratio(X) 0.52 0.52 0.16 0.35 0.72 0.00
Avail Cap(c_a), veh/h 2675 2480 1001 5350 1482 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 6.7 6.7 10.1 6.0 12.8 0.0
Incr Delay (d2), s/veh 0.5 0.5 0.2 0.1 2.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.6 1.5 0.3 0.9 2.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.2 7.2 10.3 6.1 14.8 0.0
LnGrp LOS AABABA
Approach Vol, veh/h 899 689 357
Approach Delay, s/veh 7.2 6.5 14.8
Approach LOS A A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 24.5 24.5 15.4
Change Period (Y+Rc), s 4.5 4.5 4.0
Max Green Setting (Gmax), s 60.0 60.0 34.0
Max Q Clear Time (g_c+I1), s 9.1 12.1 9.4
Green Ext Time (p_c), s 7.0 5.6 1.2
Intersection Summary
HCM 6th Ctrl Delay 8.4
HCM 6th LOS A
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
4: Creston Rd/Creston Road & Shopping Center HCM 6th TWSC Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 46 518 547 22 3 25
Future Vol, veh/h 46 518 547 22 3 25
Conflicting Peds, #/hr 9 00900
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 60
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 53 602 636 26 3 29
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 671 0 - 0 1065 340
Stage 1 - - - - 658 -
Stage 2 - - - - 407 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 915 - - - 218 656
Stage 1 - - - - 477 -
Stage 2 - - - - 641 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 907 - - - 202 650
Mov Cap-2 Maneuver - - - - 202 -
Stage 1 - - - - 446 -
Stage 2 - - - - 635 -
Approach EB WB SB
HCM Control Delay, s 0.8 0 12.1

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 907 - - - 202 650
HCM Lane V/C Ratio 0.059 - - - 0.017 0.045
HCM Control Delay (s) 9.2 - - - 23.1 10.8
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.2 - - - 0.1 0.1
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
5: Creston Road & Golden Hill Road Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBL EBT WBT SBL SBR
Lane Group Flow (vph) 102 511 860 371 87
v/c Ratio 0.32 0.27 0.67 0.49 0.21
Control Delay 42.1 11.9 24.5 34.6 10.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 42.1 11.9 24.5 34.6 10.9
Queue Length 50th (ft) 29 31 103 53 0
Queue Length 95th (ft) 133 153 355 190 42
Internal Link Dist (ft) 581 1125 505
Turn Bay Length (ft) 125 120
Base Capacity (vph) 746 3223 2731 2131 1005
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.14 0.16 0.31 0.17 0.09
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
5: Creston Road & Golden Hill Road HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 89 445 486 262 323 76
Future Volume (vph) 89 445 486 262 323 76
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 3.5 4.1 4.1 3.5 3.5
Lane Util. Factor 1.00 0.95 0.95 0.97 1.00
Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00
Frt 1.00 1.00 0.95 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1752 3505 3300 3361 1535
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1752 3505 3300 3361 1535
Peak-hour factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 102 511 559 301 371 87
RTOR Reduction (vph) 0 0 43 0 0 68
Lane Group Flow (vph) 102 511 817 0 371 19
Confl. Peds. (#/hr) 6 6 5 7
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Perm
Protected Phases 5 2 6
Permitted Phases 4 4
Actuated Green, G (s) 9.0 40.6 28.1 16.6 16.6
Effective Green, g (s) 9.0 40.6 28.1 16.6 16.6
Actuated g/C Ratio 0.12 0.54 0.37 0.22 0.22
Clearance Time (s) 3.5 4.1 4.1 3.5 3.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 209 1894 1234 742 339
v/s Ratio Prot c0.06 0.15 c0.25
v/s Ratio Perm c0.11 0.01
v/c Ratio 0.49 0.27 0.66 0.50 0.06
Uniform Delay, d1 30.9 9.3 19.6 25.6 23.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.7 0.0 1.0 0.2 0.0
Delay (s) 31.6 9.3 20.6 25.8 23.1
Level of Service C A C C C
Approach Delay (s) 13.0 20.6 25.3
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay 19.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 75.1 Sum of lost time (s) 14.6 Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family Existing AM
6: Golden Hill Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 2.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 133 6 5 324 332 128
Future Vol, veh/h 133 6 5 324 332 128
Conflicting Peds, #/hr 0 03003
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 33333
Mvmt Flow 151 7 6 368 377 145
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 649 264 525 0 - 0
Stage 1 453 -----
Stage 2 196 -----
Critical Hdwy 6.86 6.96 4.16 - - -
Critical Hdwy Stg 1 5.86 -----
Critical Hdwy Stg 2 5.86 -----
Follow-up Hdwy 3.53 3.33 2.23 - - -
Pot Cap-1 Maneuver 400 731 1031 - - -
Stage 1 604 -----
Stage 2 815 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 395 729 1028 - - -
Mov Cap-2 Maneuver 486 -----
Stage 1 599 -----
Stage 2 813 -----
Approach EB NB SB
HCM Control Delay, s 15.7 0.1 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1028 - 493 - -
HCM Lane V/C Ratio 0.006 - 0.32 - -
HCM Control Delay (s) 8.5 - 15.7 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0 - 1.4 - -
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
1: Creston Rd & Orchard Dr HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 674 736 15 9 22
Future Vol, veh/h 22 674 736 15 9 22
Conflicting Peds, #/hr 3 00310
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 23 709 775 16 9 23
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 794 0 - 0 1542 786
Stage 1 - - - - 786 -
Stage 2 - - - - 756 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 827 - - - 127 392
Stage 1 - - - - 449 -
Stage 2 - - - - 464 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 825 - - - 120 391
Mov Cap-2 Maneuver - - - - 257 -
Stage 1 - - - - 427 -
Stage 2 - - - - 463 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 16.7

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 825 - - - 340
HCM Lane V/C Ratio 0.028 - - - 0.096
HCM Control Delay (s) 9.5 - - - 16.7
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.1 - - - 0.3
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
2: Creston Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 4.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 170 598 568 44 21 190
Future Vol, veh/h 170 598 568 44 21 190
Conflicting Peds, #/hr 1 00101
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 60 - - - 0 100
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 22222
Mvmt Flow 195 687 653 51 24 218
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 705 0 - 0 1757 681
Stage 1 - - - - 680 -
Stage 2 - - - - 1077 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 893 - - - 93 450
Stage 1 - - - - 503 -
Stage 2 - - - - 327 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 892 - - - 72 449
Mov Cap-2 Maneuver - - - - 72 -
Stage 1 - - - - 392 -
Stage 2 - - - - 327 -
Approach EB WB SB
HCM Control Delay, s 2.2 0 26.2

HCM LOS D
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 892 - - - 72 449
HCM Lane V/C Ratio 0.219 - - - 0.335 0.486
HCM Control Delay (s) 10.2 - - - 78.4 20.4
HCM Lane LOS B - - - F C
HCM 95th %tile Q(veh) 0.8 - - - 1.3 2.6
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
3: Melody Dr & Creston Rd Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 681 53 474 208
v/c Ratio 0.39 0.15 0.26 0.43
Control Delay 7.4 8.8 7.3 12.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 7.4 8.8 7.3 12.8
Queue Length 50th (ft) 32 5 23 33
Queue Length 95th (ft) 110 30 80 67
Internal Link Dist (ft) 379 270 218
Turn Bay Length (ft) 115
Base Capacity (vph) 3370 709 3539 1479
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.20 0.07 0.13 0.14
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
3: Melody Dr & Creston Rd HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 492 141 49 441 136 58
Future Volume (vph) 492 141 49 441 136 58
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.5 4.5 4.5 4.0
Lane Util. Factor 0.95 1.00 0.95 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 0.99 1.00 1.00
Frt 0.97 1.00 1.00 0.96
Flt Protected 1.00 0.95 1.00 0.97
Satd. Flow (prot) 3388 1758 3539 1719
Flt Permitted 1.00 0.39 1.00 0.97
Satd. Flow (perm) 3388 713 3539 1719
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 529 152 53 474 146 62
RTOR Reduction (vph) 31 0 0 0 16 0
Lane Group Flow (vph) 650 0 53 474 192 0
Confl. Peds. (#/hr) 13 13 10 7
Confl. Bikes (#/hr) 8
Turn Type NA Perm NA Prot
Protected Phases 2 6 8
Permitted Phases 6
Actuated Green, G (s) 20.5 20.5 20.5 11.1
Effective Green, g (s) 20.5 20.5 20.5 11.1
Actuated g/C Ratio 0.51 0.51 0.51 0.28
Clearance Time (s) 4.5 4.5 4.5 4.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1732 364 1809 475
v/s Ratio Prot c0.19 0.13 c0.11
v/s Ratio Perm 0.07
v/c Ratio 0.38 0.15 0.26 0.40
Uniform Delay, d1 5.9 5.2 5.5 11.8
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.2 0.1 0.6
Delay (s) 6.1 5.4 5.6 12.4
Level of Service A A A B
Approach Delay (s) 6.1 5.6 12.4
Approach LOS A A B
Intersection Summary
HCM 2000 Control Delay 6.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.39
Actuated Cycle Length (s) 40.1 Sum of lost time (s) 8.5 Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
3: Melody Dr & Creston Rd HCM 6th Signalized Intersection Summary Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 492 141 49 441 136 58
Future Volume (veh/h) 492 141 49 441 136 58
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.96 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 529 152 53 474 146 62
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 222222
Cap, veh/h 1540 440 557 2026 224 95
Arrive On Green 0.57 0.57 0.57 0.57 0.19 0.19
Sat Flow, veh/h 2795 772 757 3647 1194 507
Grp Volume(v), veh/h 347 334 53 474 209 0
Grp Sat Flow(s),veh/h/ln 1777 1697 757 1777 1710 0
Q Serve(g_s), s 3.7 3.7 1.4 2.3 4.0 0.0
Cycle Q Clear(g_c), s 3.7 3.7 5.1 2.3 4.0 0.0
Prop In Lane 0.45 1.00 0.70 0.30
Lane Grp Cap(c), veh/h 1013 967 557 2026 321 0
V/C Ratio(X) 0.34 0.35 0.10 0.23 0.65 0.00
Avail Cap(c_a), veh/h 3038 2902 1419 6077 1657 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 4.0 4.0 5.4 3.7 13.2 0.0
Incr Delay (d2), s/veh 0.2 0.2 0.1 0.1 2.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.5 0.5 0.1 0.3 1.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.2 4.3 5.5 3.8 15.4 0.0
LnGrp LOS AAAABA
Approach Vol, veh/h 681 527 209
Approach Delay, s/veh 4.2 4.0 15.4
Approach LOS A A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 24.5 24.5 10.6
Change Period (Y+Rc), s 4.5 4.5 4.0
Max Green Setting (Gmax), s 60.0 60.0 34.0
Max Q Clear Time (g_c+I1), s 5.7 7.1 6.0
Green Ext Time (p_c), s 4.8 3.9 0.6
Intersection Summary
HCM 6th Ctrl Delay 5.8
HCM 6th LOS A
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
4: Creston Rd/Creston Road & Shopping Center HCM 6th TWSC Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 2.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 119 434 418 49 36 72
Future Vol, veh/h 119 434 418 49 36 72
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 60
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 2 22222
Mvmt Flow 131 477 459 54 40 79
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 513 0 - 0 987 257
Stage 1 - - - - 486 -
Stage 2 - - - - 501 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 1049 - - - 244 742
Stage 1 - - - - 584 -
Stage 2 - - - - 574 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1049 - - - 214 742
Mov Cap-2 Maneuver - - - - 214 -
Stage 1 - - - - 511 -
Stage 2 - - - - 574 -
Approach EB WB SB
HCM Control Delay, s 1.9 0 15.5

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1049 - - - 214 742
HCM Lane V/C Ratio 0.125 - - - 0.185 0.107
HCM Control Delay (s) 8.9 - - - 25.6 10.4
HCM Lane LOS A - - - D B
HCM 95th %tile Q(veh) 0.4 - - - 0.7 0.4
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
5: Creston Road & Golden Hill Road Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBL EBT WBT SBL SBR
Lane Group Flow (vph) 63 417 761 347 79
v/c Ratio 0.17 0.22 0.64 0.41 0.18
Control Delay 29.4 8.7 18.0 24.2 9.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 29.4 8.7 18.0 24.2 9.0
Queue Length 50th (ft) 15 21 74 42 0
Queue Length 95th (ft) 84 124 274 159 41
Internal Link Dist (ft) 581 1125 505
Turn Bay Length (ft) 125 120
Base Capacity (vph) 953 3454 3067 2642 1219
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.07 0.12 0.25 0.13 0.06
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
5: Creston Road & Golden Hill Road HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 57 375 411 274 312 71
Future Volume (vph) 57 375 411 274 312 71
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 3.5 4.1 4.1 3.5 3.5
Lane Util. Factor 1.00 0.95 0.95 0.97 1.00
Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.94 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 3309 3433 1560
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 3309 3433 1560
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 63 417 457 304 347 79
RTOR Reduction (vph) 0 0 73 0 0 60
Lane Group Flow (vph) 63 417 688 0 347 19
Confl. Peds. (#/hr) 1 1 2
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Perm Perm
Protected Phases 5 2 6
Permitted Phases 4 4
Actuated Green, G (s) 7.5 29.7 18.7 13.5 13.5
Effective Green, g (s) 7.5 29.7 18.7 13.5 13.5
Actuated g/C Ratio 0.13 0.52 0.33 0.24 0.24
Clearance Time (s) 3.5 4.1 4.1 3.5 3.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 232 1840 1083 811 368
v/s Ratio Prot c0.04 0.12 c0.21
v/s Ratio Perm c0.10 0.01
v/c Ratio 0.27 0.23 0.64 0.43 0.05
Uniform Delay, d1 22.3 7.5 16.3 18.5 16.8
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.0 0.9 0.1 0.0
Delay (s) 22.6 7.5 17.2 18.7 16.9
Level of Service C A B B B
Approach Delay (s) 9.5 17.2 18.3
Approach LOS A B B
Intersection Summary
HCM 2000 Control Delay 15.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46
Actuated Cycle Length (s) 57.1 Sum of lost time (s) 14.6 Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family Existing PM
6: Golden Hill Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 2.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 130 6 2 234 303 102
Future Vol, veh/h 130 6 2 234 303 102
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 3 33333
Mvmt Flow 151 7 2 272 352 119
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 552 236 471 0 - 0
Stage 1 412 -----
Stage 2 140 -----
Critical Hdwy 6.86 6.96 4.16 - - -
Critical Hdwy Stg 1 5.86 -----
Critical Hdwy Stg 2 5.86 -----
Follow-up Hdwy 3.53 3.33 2.23 - - -
Pot Cap-1 Maneuver 461 763 1080 - - -
Stage 1 634 -----
Stage 2 869 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 460 763 1080 - - -
Mov Cap-2 Maneuver 531 -----
Stage 1 633 -----
Stage 2 869 -----
Approach EB NB SB
HCM Control Delay, s 14.5 0.1 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1080 - 538 - -
HCM Lane V/C Ratio 0.002 - 0.294 - -
HCM Control Delay (s) 8.3 - 14.5 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 1.2 - -
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
1: Creston Rd & Orchard Dr HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 24 805 942 7 6 25
Future Vol, veh/h 24 805 942 7 6 25
Conflicting Peds, #/hr 6 00630
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22222
Mvmt Flow 27 915 1070 8 7 28
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1084 0 - 0 2052 1080
Stage 1 - - - - 1080 -
Stage 2 - - - - 972 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 643 - - - 61 265
Stage 1 - - - - 326 -
Stage 2 - - - - 367 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 639 - - - 55 263
Mov Cap-2 Maneuver - - - - 174 -
Stage 1 - - - - 296 -
Stage 2 - - - - 365 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 22.6

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 639 - - - 239
HCM Lane V/C Ratio 0.043 - - - 0.147
HCM Control Delay (s) 10.9 - - - 22.6
HCM Lane LOS B - - - C
HCM 95th %tile Q(veh) 0.1 - - - 0.5
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
2: Creston Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 8.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 171 741 712 72 33 223
Future Vol, veh/h 171 741 712 72 33 223
Conflicting Peds, #/hr 5 00500
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 60 - - - 0 100
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 22222
Mvmt Flow 192 833 800 81 37 251
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 886 0 - 0 2063 846
Stage 1 - - - - 846 -
Stage 2 - - - - 1217 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 764 - - - 60 362
Stage 1 - - - - 421 -
Stage 2 - - - - 280 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 760 - - - 44 360
Mov Cap-2 Maneuver - - - - 44 -
Stage 1 - - - - 313 -
Stage 2 - - - - 279 -
Approach EB WB SB
HCM Control Delay, s 2.1 0 60.3

HCM LOS F
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 760 - - - 44 360
HCM Lane V/C Ratio 0.253 - - - 0.843 0.696
HCM Control Delay (s) 11.3 - - - 231.1 35
HCM Lane LOS B - - - F E
HCM 95th %tile Q(veh) 1 - - - 3.3 5
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
3: Melody Dr & Creston Rd Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 914 62 631 357
v/c Ratio 0.54 0.26 0.36 0.64
Control Delay 8.6 11.7 8.5 19.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 8.6 11.7 8.5 19.5
Queue Length 50th (ft) 61 8 46 68
Queue Length 95th (ft) 126 33 95 159
Internal Link Dist (ft) 379 270 218
Turn Bay Length (ft) 115
Base Capacity (vph) 3261 474 3508 1354
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.28 0.13 0.18 0.26
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
3: Melody Dr & Creston Rd HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 514 254 52 530 246 54
Future Volume (vph) 514 254 52 530 246 54
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.5 4.5 4.5 4.0
Lane Util. Factor 0.95 1.00 0.95 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 0.99 1.00 1.00
Frt 0.95 1.00 1.00 0.98
Flt Protected 1.00 0.95 1.00 0.96
Satd. Flow (prot) 3318 1760 3539 1742
Flt Permitted 1.00 0.26 1.00 0.96
Satd. Flow (perm) 3318 479 3539 1742
Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84
Adj. Flow (vph) 612 302 62 631 293 64
RTOR Reduction (vph) 72 00080
Lane Group Flow (vph) 842 0 62 631 349 0
Confl. Peds. (#/hr) 14 14 15 4
Turn Type NA Perm NA Prot
Protected Phases 2 6 8
Permitted Phases 6
Actuated Green, G (s) 23.1 23.1 23.1 14.7
Effective Green, g (s) 23.1 23.1 23.1 14.7
Actuated g/C Ratio 0.50 0.50 0.50 0.32
Clearance Time (s) 4.5 4.5 4.5 4.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1655 238 1765 553
v/s Ratio Prot c0.25 0.18 c0.20
v/s Ratio Perm 0.13
v/c Ratio 0.51 0.26 0.36 0.63
Uniform Delay, d1 7.8 6.7 7.1 13.5
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.6 0.1 2.4
Delay (s) 8.0 7.3 7.2 15.8
Level of Service A A A B
Approach Delay (s) 8.0 7.2 15.8
Approach LOS A A B
Intersection Summary
HCM 2000 Control Delay 9.2 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 46.3 Sum of lost time (s) 8.5 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
3: Melody Dr & Creston Rd HCM 6th Signalized Intersection Summary Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 514 254 52 530 246 54
Future Volume (veh/h) 514 254 52 530 246 54
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 612 302 62 631 293 64
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84
Percent Heavy Veh, % 222222
Cap, veh/h 1150 567 375 1782 406 89
Arrive On Green 0.50 0.50 0.50 0.50 0.29 0.29
Sat Flow, veh/h 2387 1131 609 3647 1422 311
Grp Volume(v), veh/h 474 440 62 631 358 0
Grp Sat Flow(s),veh/h/ln 1777 1648 609 1777 1737 0
Q Serve(g_s), s 7.2 7.2 3.1 4.3 7.4 0.0
Cycle Q Clear(g_c), s 7.2 7.2 10.3 4.3 7.4 0.0
Prop In Lane 0.69 1.00 0.82 0.18
Lane Grp Cap(c), veh/h 891 826 375 1782 496 0
V/C Ratio(X) 0.53 0.53 0.17 0.35 0.72 0.00
Avail Cap(c_a), veh/h 2673 2479 987 5346 1481 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 6.8 6.8 10.3 6.0 12.8 0.0
Incr Delay (d2), s/veh 0.5 0.5 0.2 0.1 2.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.7 1.6 0.3 0.9 2.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.3 7.3 10.5 6.1 14.8 0.0
LnGrp LOS AABABA
Approach Vol, veh/h 914 693 358
Approach Delay, s/veh 7.3 6.5 14.8
Approach LOS A A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 24.5 24.5 15.4
Change Period (Y+Rc), s 4.5 4.5 4.0
Max Green Setting (Gmax), s 60.0 60.0 34.0
Max Q Clear Time (g_c+I1), s 9.2 12.3 9.4
Green Ext Time (p_c), s 7.2 5.6 1.2
Intersection Summary
HCM 6th Ctrl Delay 8.4
HCM 6th LOS A
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
4: Creston Rd/Creston Road & Shopping Center HCM 6th TWSC Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 47 526 550 22 3 25
Future Vol, veh/h 47 526 550 22 3 25
Conflicting Peds, #/hr 9 00900
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 60
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 55 612 640 26 3 29
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 675 0 - 0 1078 342
Stage 1 - - - - 662 -
Stage 2 - - - - 416 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 912 - - - 213 654
Stage 1 - - - - 475 -
Stage 2 - - - - 634 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 904 - - - 196 648
Mov Cap-2 Maneuver - - - - 196 -
Stage 1 - - - - 442 -
Stage 2 - - - - 628 -
Approach EB WB SB
HCM Control Delay, s 0.8 0 12.2

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 904 - - - 196 648
HCM Lane V/C Ratio 0.06 - - - 0.018 0.045
HCM Control Delay (s) 9.2 - - - 23.7 10.8
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.2 - - - 0.1 0.1
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
5: Creston Road & Golden Hill Road Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBL EBT WBT SBL SBR
Lane Group Flow (vph) 103 520 863 371 87
v/c Ratio 0.33 0.28 0.67 0.49 0.21
Control Delay 42.2 11.9 24.6 34.7 10.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 42.2 11.9 24.6 34.7 10.9
Queue Length 50th (ft) 30 32 105 53 0
Queue Length 95th (ft) 134 156 358 191 42
Internal Link Dist (ft) 581 1125 505
Turn Bay Length (ft) 125 120
Base Capacity (vph) 744 3220 2731 2126 1003
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.14 0.16 0.32 0.17 0.09
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
5: Creston Road & Golden Hill Road HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 90 452 489 262 323 76
Future Volume (vph) 90 452 489 262 323 76
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 3.5 4.1 4.1 3.5 3.5
Lane Util. Factor 1.00 0.95 0.95 0.97 1.00
Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00
Frt 1.00 1.00 0.95 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1752 3505 3300 3361 1535
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1752 3505 3300 3361 1535
Peak-hour factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 103 520 562 301 371 87
RTOR Reduction (vph) 0 0 42 0 0 68
Lane Group Flow (vph) 103 520 821 0 371 19
Confl. Peds. (#/hr) 6 6 5 7
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 3% 3% 3% 3% 3% 3%
Turn Type Prot NA NA Perm Perm
Protected Phases 5 2 6
Permitted Phases 4 4
Actuated Green, G (s) 9.0 40.8 28.3 16.7 16.7
Effective Green, g (s) 9.0 40.8 28.3 16.7 16.7
Actuated g/C Ratio 0.12 0.54 0.38 0.22 0.22
Clearance Time (s) 3.5 4.1 4.1 3.5 3.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 209 1896 1238 744 339
v/s Ratio Prot c0.06 0.15 c0.25
v/s Ratio Perm c0.11 0.01
v/c Ratio 0.49 0.27 0.66 0.50 0.06
Uniform Delay, d1 31.1 9.3 19.6 25.7 23.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.7 0.0 1.0 0.2 0.0
Delay (s) 31.7 9.4 20.6 25.9 23.2
Level of Service C A C C C
Approach Delay (s) 13.1 20.6 25.4
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay 19.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 75.4 Sum of lost time (s) 14.6 Intersection Capacity Utilization 48.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
6: Golden Hill Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 2.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 142 6 5 325 332 131
Future Vol, veh/h 142 6 5 325 332 131
Conflicting Peds, #/hr 0 03003
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 33333
Mvmt Flow 161 7 6 369 377 149
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 652 266 529 0 - 0
Stage 1 455 -----
Stage 2 197 -----
Critical Hdwy 6.86 6.96 4.16 - - -
Critical Hdwy Stg 1 5.86 -----
Critical Hdwy Stg 2 5.86 -----
Follow-up Hdwy 3.53 3.33 2.23 - - -
Pot Cap-1 Maneuver 398 729 1027 - - -
Stage 1 603 -----
Stage 2 814 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 393 727 1024 - - -
Mov Cap-2 Maneuver 484 -----
Stage 1 598 -----
Stage 2 812 -----
Approach EB NB SB
HCM Control Delay, s 16.1 0.1 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1024 - 491 - -
HCM Lane V/C Ratio 0.006 - 0.343 - -
HCM Control Delay (s) 8.5 - 16.1 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0 - 1.5 - -
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
1: Creston Rd & Orchard Dr HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 701 752 15 9 22
Future Vol, veh/h 22 701 752 15 9 22
Conflicting Peds, #/hr 3 00310
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 23 738 792 16 9 23
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 811 0 - 0 1588 803
Stage 1 - - - - 803 -
Stage 2 - - - - 785 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 815 - - - 119 383
Stage 1 - - - - 441 -
Stage 2 - - - - 449 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 813 - - - 113 382
Mov Cap-2 Maneuver - - - - 249 -
Stage 1 - - - - 419 -
Stage 2 - - - - 448 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 17.1

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 813 - - - 331
HCM Lane V/C Ratio 0.028 - - - 0.099
HCM Control Delay (s) 9.6 - - - 17.1
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.1 - - - 0.3
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
2: Creston Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 5.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 177 598 574 50 28 198
Future Vol, veh/h 177 598 574 50 28 198
Conflicting Peds, #/hr 1 00101
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 60 - - - 0 100
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 22222
Mvmt Flow 203 687 660 57 32 228
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 718 0 - 0 1783 691
Stage 1 - - - - 690 -
Stage 2 - - - - 1093 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 883 - - - 90 445
Stage 1 - - - - 498 -
Stage 2 - - - - 321 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 882 - - - 69 444
Mov Cap-2 Maneuver - - - - 69 -
Stage 1 - - - - 383 -
Stage 2 - - - - 321 -
Approach EB WB SB
HCM Control Delay, s 2.4 0 30.6

HCM LOS D
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 882 - - - 69 444
HCM Lane V/C Ratio 0.231 - - - 0.466 0.513
HCM Control Delay (s) 10.3 - - - 96.4 21.3
HCM Lane LOS B - - - F C
HCM 95th %tile Q(veh) 0.9 - - - 1.9 2.9
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
3: Melody Dr & Creston Rd Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 688 53 483 213
v/c Ratio 0.40 0.15 0.27 0.43
Control Delay 7.5 8.9 7.4 12.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 7.5 8.9 7.4 12.9
Queue Length 50th (ft) 33 5 24 34
Queue Length 95th (ft) 112 30 82 69
Internal Link Dist (ft) 379 270 218
Turn Bay Length (ft) 115
Base Capacity (vph) 3367 700 3539 1484
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.20 0.08 0.14 0.14
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
3: Melody Dr & Creston Rd HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 497 143 49 449 140 58
Future Volume (vph) 497 143 49 449 140 58
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.5 4.5 4.5 4.0
Lane Util. Factor 0.95 1.00 0.95 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 0.99 1.00 1.00
Frt 0.97 1.00 1.00 0.96
Flt Protected 1.00 0.95 1.00 0.97
Satd. Flow (prot) 3388 1758 3539 1720
Flt Permitted 1.00 0.38 1.00 0.97
Satd. Flow (perm) 3388 705 3539 1720
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93
Adj. Flow (vph) 534 154 53 483 151 62
RTOR Reduction (vph) 31 0 0 0 16 0
Lane Group Flow (vph) 657 0 53 483 197 0
Confl. Peds. (#/hr) 13 13 10 7
Confl. Bikes (#/hr) 8
Turn Type NA Perm NA Prot
Protected Phases 2 6 8
Permitted Phases 6
Actuated Green, G (s) 20.4 20.4 20.4 11.2
Effective Green, g (s) 20.4 20.4 20.4 11.2
Actuated g/C Ratio 0.51 0.51 0.51 0.28
Clearance Time (s) 4.5 4.5 4.5 4.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1723 358 1800 480
v/s Ratio Prot c0.19 0.14 c0.11
v/s Ratio Perm 0.08
v/c Ratio 0.38 0.15 0.27 0.41
Uniform Delay, d1 6.0 5.2 5.6 11.8
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.2 0.1 0.6
Delay (s) 6.1 5.4 5.7 12.3
Level of Service A A A B
Approach Delay (s) 6.1 5.7 12.3
Approach LOS A A B
Intersection Summary
HCM 2000 Control Delay 6.9 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.39
Actuated Cycle Length (s) 40.1 Sum of lost time (s) 8.5 Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
3: Melody Dr & Creston Rd HCM 6th Signalized Intersection Summary Central Coast Transportation Consulting Synchro 11 Report

Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 497 143 49 449 140 58
Future Volume (veh/h) 497 143 49 449 140 58
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.96 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 534 154 53 483 151 62
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 222222
Cap, veh/h 1532 439 550 2017 231 95
Arrive On Green 0.57 0.57 0.57 0.57 0.19 0.19
Sat Flow, veh/h 2793 774 752 3647 1208 496
Grp Volume(v), veh/h 351 337 53 483 214 0
Grp Sat Flow(s),veh/h/ln 1777 1696 752 1777 1711 0
Q Serve(g_s), s 3.7 3.8 1.4 2.4 4.1 0.0
Cycle Q Clear(g_c), s 3.7 3.8 5.2 2.4 4.1 0.0
Prop In Lane 0.46 1.00 0.71 0.29
Lane Grp Cap(c), veh/h 1009 963 550 2017 327 0
V/C Ratio(X) 0.35 0.35 0.10 0.24 0.65 0.00
Avail Cap(c_a), veh/h 3026 2889 1404 6051 1651 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 4.1 4.1 5.5 3.8 13.2 0.0
Incr Delay (d2), s/veh 0.2 0.2 0.1 0.1 2.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 0.5 0.1 0.3 1.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.3 4.3 5.6 3.9 15.4 0.0
LnGrp LOS AAAABA
Approach Vol, veh/h 688 536 214
Approach Delay, s/veh 4.3 4.0 15.4
Approach LOS A A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 24.5 24.5 10.7
Change Period (Y+Rc), s 4.5 4.5 4.0
Max Green Setting (Gmax), s 60.0 60.0 34.0
Max Q Clear Time (g_c+I1), s 5.8 7.2 6.1
Green Ext Time (p_c), s 4.9 4.0 0.7
Intersection Summary
HCM 6th Ctrl Delay 5.9
HCM 6th LOS A
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
4: Creston Rd/Creston Road & Shopping Center HCM 6th TWSC Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 2.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 119 439 426 49 36 72
Future Vol, veh/h 119 439 426 49 36 72
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 60
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 2 22222
Mvmt Flow 131 482 468 54 40 79
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 522 0 - 0 998 261
Stage 1 - - - - 495 -
Stage 2 - - - - 503 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 1041 - - - 240 738
Stage 1 - - - - 578 -
Stage 2 - - - - 573 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1041 - - - 210 738
Mov Cap-2 Maneuver - - - - 210 -
Stage 1 - - - - 505 -
Stage 2 - - - - 573 -
Approach EB WB SB
HCM Control Delay, s 1.9 0 15.7

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1041 - - - 210 738
HCM Lane V/C Ratio 0.126 - - - 0.188 0.107
HCM Control Delay (s) 9 - - - 26.1 10.5
HCM Lane LOS A - - - D B
HCM 95th %tile Q(veh) 0.4 - - - 0.7 0.4
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
5: Creston Road & Golden Hill Road Queues
Central Coast Transportation Consulting Synchro 11 Report

Lane Group EBL EBT WBT SBL SBR
Lane Group Flow (vph) 64 421 768 347 80
v/c Ratio 0.18 0.22 0.62 0.42 0.18
Control Delay 29.7 8.7 17.8 24.5 9.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 29.7 8.7 17.8 24.5 9.0
Queue Length 50th (ft) 15 21 75 42 0
Queue Length 95th (ft) 85 125 278 160 41
Internal Link Dist (ft) 581 1125 505
Turn Bay Length (ft) 125 120
Base Capacity (vph) 921 3450 3067 2632 1215
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.07 0.12 0.25 0.13 0.07
Intersection Summary
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
5: Creston Road & Golden Hill Road HCM Signalized Intersection Capacity Analysis Central Coast Transportation Consulting Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 58 379 418 274 312 72
Future Volume (vph) 58 379 418 274 312 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 3.5 4.1 4.1 3.5 3.5
Lane Util. Factor 1.00 0.95 0.95 0.97 1.00
Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.94 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 3311 3433 1560
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 3311 3433 1560
Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 64 421 464 304 347 80
RTOR Reduction (vph) 0 0 69 0 0 62
Lane Group Flow (vph) 64 421 699 0 347 18
Confl. Peds. (#/hr) 1 1 2
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA Perm Perm
Protected Phases 5 2 6
Permitted Phases 4 4
Actuated Green, G (s) 7.6 30.8 19.7 13.3 13.3
Effective Green, g (s) 7.6 30.8 19.7 13.3 13.3
Actuated g/C Ratio 0.13 0.53 0.34 0.23 0.23
Clearance Time (s) 3.5 4.1 4.1 3.5 3.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 231 1879 1124 787 357
v/s Ratio Prot c0.04 0.12 c0.21
v/s Ratio Perm c0.10 0.01
v/c Ratio 0.28 0.22 0.62 0.44 0.05
Uniform Delay, d1 22.7 7.2 16.0 19.2 17.4
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.0 0.8 0.1 0.0
Delay (s) 23.0 7.3 16.8 19.3 17.5
Level of Service C A B B B
Approach Delay (s) 9.3 16.8 19.0
Approach LOS A B B
Intersection Summary
HCM 2000 Control Delay 15.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47
Actuated Cycle Length (s) 58.0 Sum of lost time (s) 14.6 Intersection Capacity Utilization 46.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
6: Golden Hill Rd & Rolling Hills Rd HCM 6th TWSC
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Int Delay, s/veh 2.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 135 6 2 235 304 111
Future Vol, veh/h 135 6 2 235 304 111
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 3 33333
Mvmt Flow 157 7 2 273 353 129
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 559 241 482 0 - 0
Stage 1 418 -----
Stage 2 141 -----
Critical Hdwy 6.86 6.96 4.16 - - -
Critical Hdwy Stg 1 5.86 -----
Critical Hdwy Stg 2 5.86 -----
Follow-up Hdwy 3.53 3.33 2.23 - - -
Pot Cap-1 Maneuver 457 757 1070 - - -
Stage 1 630 -----
Stage 2 868 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 456 757 1070 - - -
Mov Cap-2 Maneuver 527 -----
Stage 1 629 -----
Stage 2 868 -----
Approach EB NB SB
HCM Control Delay, s 14.7 0.1 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1070 - 534 - -
HCM Lane V/C Ratio 0.002 - 0.307 - -
HCM Control Delay (s) 8.4 - 14.7 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 1.3 - -
IS/MND Attachment 8

Creston Road Multi-Family EX+P AM
2: Creston Rd & Rolling Hills Rd HCM 6th Roundabout
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Intersection Delay, s/veh 16.8
Intersection LOS C
Approach EB WB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 1025 881 288
Demand Flow Rate, veh/h 1046 899 294
Vehicles Circulating, veh/h 38 196 816
Vehicles Exiting, veh/h 1072 888 279
Ped Vol Crossing Leg, #/h 0 0 5
Ped Cap Adj 1.000 1.000 0.999
Approach Delay, s/veh 16.1 18.5 14.3
Approach LOS C C B
Lane Left Left Left
Designated Moves LT TR LR
Assumed Moves LT TR LR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 1046 899 294
Cap Entry Lane, veh/h 1327 1130 600
Entry HV Adj Factor 0.980 0.980 0.980
Flow Entry, veh/h 1025 881 288
Cap Entry, veh/h 1301 1107 588
V/C Ratio 0.788 0.796 0.490
Control Delay, s/veh 16.1 18.5 14.3

LOS C C B
95th %tile Queue, veh 9 9 3
IS/MND Attachment 8

Creston Road Multi-Family EX+P PM
2: Creston Rd & Rolling Hills Rd HCM 6th Roundabout
Central Coast Transportation Consulting Synchro 11 Report

Intersection
Intersection Delay, s/veh 11.9
Intersection LOS B
Approach EB WB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 890 717 260
Demand Flow Rate, veh/h 908 731 266
Vehicles Circulating, veh/h 33 207 673
Vehicles Exiting, veh/h 906 734 265
Ped Vol Crossing Leg, #/h 1 0 1
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 11.8 12.5 10.5
Approach LOS B B B
Lane Left Left Left
Designated Moves LT TR LR
Assumed Moves LT TR LR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 908 731 266
Cap Entry Lane, veh/h 1334 1117 695
Entry HV Adj Factor 0.980 0.981 0.977
Flow Entry, veh/h 890 717 260
Cap Entry, veh/h 1308 1096 679
V/C Ratio 0.681 0.654 0.383
Control Delay, s/veh 11.8 12.5 10.5

LOS B B B
95th %tile Queue, veh 6 5 2
IS/MND Attachment 8

Central Coast Transportation Consulting November 2022
Rolling Hills
Draft Transportation Impact Study Appendices
Appendix C: Signal Warrant
IS/MND Attachment 8

Project Name
Project/File #
Scenario
Major Street (E/W Road) Minor Street (N/S Road)
Analyzed with  Analyzed with
Total Approach Volume Total Approach Volume
Total Ped/Bike Volume Total Ped/Bike Volume
Right turn reduction of  Right turn reduction of
No high speed or isolated community reduction applied to the Volume Warrant thresholds.

Warrant 2,  Four Hour Vehicular Volume
Required values reached for 0 hours 6 hours 0 (Cond. A) & 6 (Cond. B) Criteria ‐ Major Street (veh/hr) 500 750 400 (Cond. A) & 600 (Cond. B) Criteria ‐ Minor Street (veh/hr) 200 100 160 (Cond. A) & 80 (Cond. B) Figure 4C‐1 (Warrant 2) & Figure 4C‐3 (Warrant 3)
Condition A Condition B
Criteria See Figure Below
Creston Road & Rolling Hills Road
2022_249
Existing Weekday
Intersection Information
Condition Satisfied? Not Satisfied Not Satisfied Not Satisfied Creston Road Rolling Hills Road
1 approach lane 2 or more approach lanes
0 percent applied 40 percent applied
Warrant 1,  Eight Hour Vehicular Volume
Condition A Condition B Condition A+B*
7370 vehicles 1120 vehicles
13 crossings 4 crossings
Traffic Signal Warrant Analysis
Required values reached for 1520 total, 219 minor, 2.5 delay 0 hours Condition Satisfied? Not Satisfied Not Satisfied
Criteria ‐ Total Approach Volume (veh in one hour) 650
Criteria ‐ Minor Street High Side Volume (veh in one hour) 150 See Figure Below Criteria ‐ Minor Street High Side Delay (veh‐hrs) 5
* Should be applied only after an adequate trial of other alternatives that could cause less delay and inconvenience to traffic has failed to solve the traffic problems.

Satisfied
4 hours
Condition Satisfied?
Required values reached for
Warrant 3,  Peak Hour Vehicular Volume
Warrants 1 ‐ 3 (Volume Warrants)
0 100
200
300
400
500
600
700
800
900
1,000
0 500 1000 1500 2000 2500
Minor Street Volume (High Approach Only)
Major Street Volume (Both Approaches)
Warrant 2 Threshold Warrant 3 Threshold Intersection Volumes IS/MND Attachment 8

IS/MND Attachment 9
Mitigation Monitoring Program – Page 1 of 12
Mitigation Monitoring and Reporting Plan
Project File No./Name: Rolling Hills Apartment Project
Approving Resolution No.: by: Planning Commission City Council Date:

The following environmental mitigation measures were either incorporated into the approved plans or will be incorporated into the conditions of approval. Each and every mitigation measure listed below has been found by the approving body indicated above to lessen the level of environmental impact of the project to a level of non-significance. A completed and signed checklist for each mitigation measure indicates that it has been completed.

Explanation of Headings:

Type: ............................................................ Project, ongoing, cumulative Monitoring Department or Agency: ........ Department or Agency responsible for monitoring a particular mitigation measure Shown on Plans: .........................................When a mitigation measure is shown on the plans, this column will be initialed and dated.

Verified Implementation: ..........................When a mitigation measure has been implemented, this column will be initialed and dated.

Remarks: ...................................................... Area for describing status of ongoing mitigation measure, or for other information.

Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
BIO-1. Work Timing. All work activities shall be
completed during daylight hours (between sunrise and
sunset) and outside of rain events.

Project CDD /
Qualified
Biologist
X Notes shown on
construction
documents. Site
inspection as
needed.

Prior to issuance of
grading permit.

BIO-2. Work Limits. The Project impact area shall be
clearly marked or delineated with stakes, flagging, tape, or signage prior to work. Areas outside of work limits
shall be considered environmentally sensitive and shall not be disturbed.

Project CDD /
Qualified
Biologist
X Notes shown on
construction
documents. Site
inspection as
needed.

Prior to issuance of
grading permit.

IS/MND Attachment 9
Mitigation Monitoring Program – Page 2 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
BIO-3. Vehicles and Equipment. All equipment and
vehicles shall be checked and maintained daily to
prevent spills of fuel, oil, and other hazardous
materials. A designated staging area shall be
established for vehicle/equipment parking and storage
of fuel, lubricants, and solvents. All fueling and
maintenance activities shall take place in the staging
area.

Project CDD x Notes shown on
construction
documents.

Ongoing during
grading and
construction
BIO-4. Pre-Activity Nesting Bird Survey. If vegetation
removal (i.e., tree trimming/removal activities) is
scheduled between February 1 and August 31 (general
nesting bird season), nesting bird surveys shall be
completed by a qualified biologist within 48 hours prior to start of work. If any active nests are discovered
within or adjacent to work limits, an appropriate buffer (i.e., 500 feet for raptors and 250 feet for other birds, or at the discretion of a qualified biologist based on
biological or ecological reasons) shall be established to protect the nest until a qualified biologist has
determined that the nest is no longer active and/or the young have fledged.

Project CDD /
Qualified
Biologist
X Notes shown on
construction
documents.

Verification from
qualified biologist.

Prior to issuance of
grading permit.

BIO-5. Pre-Activity Special-Status Species Survey.

Within 30 days of the start of construction, a qualified biologist shall conduct a pre-activity survey of the
Project Site for signs of San Joaquin kit fox and
American badger, including tracks, scat, or suitable
Project CDD /
Qualified
Biologist
X Notes shown on
construction
documents.

Verification from
qualified biologist.

Prior to issuance of
grading permit.

IS/MND Attachment 9
Mitigation Monitoring Program – Page 3 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
burrows (burrows four inches or greater in diameter).

Potential dens shall be tracked for a minimum of four
nights with motion-activated cameras to determine if
the burrow is actively being used by San Joaquin kit fox or badger. All potential dens shall be avoided by a
minimum of 50 feet until they have been determined to
be inactive. In the event San Joaquin kit fox is identified within the Project Site, the USFWS, CDFW, and all other appropriate agencies/government entities shall be
contacted for further consultation.

In conjunction with the badger and San Joaquin kit fox
survey, the qualified biologist will conduct a survey for Northern legless lizard. Hand search methods, including raking, will be used during the survey in areas where
legless lizards are expected to be found (e.g., under
shrubs/leaf litter, other vegetation, or debris). If
observed, the qualified biologist will relocate the lizard to nearby suitable habitat. The qualified biologist will prepare a completion letter-report to document the
pre-activity survey results.

BIO-6. Oak Tree Removal. If oak tree removal and/or
damage is unavoidable due to Project implementation,
the City may require mitigation for impacts to mature
oak trees. Mitigation may require preparation of an oak tree protection and replacement plan that would
provide guidance for onsite and/or offsite oak tree
replacement planting. Mitigation planting replacement
Project CDD X Notes shown on
construction
documents.

Prior to issuance of
grading permit.

IS/MND Attachment 9
Mitigation Monitoring Program – Page 4 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
ratio (oak trees removed to oak trees planted) would be determined by the County.

BIO-7. To fully mitigate proposed impacts to the native valley oak, the project owner(s) shall implement the
Mitigation Recommendations provided in the
November 2, 2022, Tree Evaluation Letter prepared by
Heritage Tree Arboricultural Consulting.

Project CDD/Project
Arborist
X Notes shown on
construction
documents.

Site inspection
prior to final.

BIO-7. Tree Protection Zone Restrictions for Trees No.
83 and 84 shall be as follows:
• Tree Protection During Construction - Tree
protection shall be provided during the entire
time construction activities occur. A Tree
Protection Zone (TPZ) shall be established and
maintained to ensure protected roots remain
undisturbed.
• Tree Protection Fencing - Tree protection
fencing is required to be in place for the
duration of the construction project and shall be
installed before starting any ground disturbing
activities. Do not remove any tree protection
fencing or enter the TPZ without approval of the
project arborist. The fencing shall delineate and
protect the tree protection zone. The fencing
shall be 4 feet tall and made of orange, high
density, polyethylene with 3.5” x 1.5” openings.

Project CDD / Project
Arborist
X Notes shown on
construction
documents.

Prior to issuance of
grading permit.

Site inspection as
needed.

IS/MND Attachment 9
Mitigation Monitoring Program – Page 5 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
It shall be installed on steel posts 8 feet on
center and tightly stretched to prevent sagging.

See Appendix C - Tree Protection Diagrams -
Diagram 1 – Tree Protection Fencing.
• Trunk Protection - Tree protection fencing is
required See Appendix C of the Report - Tree
Protection Diagrams - Diagram 2 – Trunk
Protection.
• Tree Protection Signage - Weatherproof, tree
protection signs stating “Tree Protection Zone –
Do Not Enter” shall be placed on the fencing and
be spaced 10 feet apart. Signs shall also include
the project arborists and the project
forepersons contact information. Signs shall
remain in place until completion of the project
and the city has given a certificate of
occupation. See Appendix C of the Report - Tree
Protection Diagrams - Diagram 1 – Tree
Protection Fencing.
• Pre-Construction Meeting - A meeting with all
contractors involved in the project shall occur
with the project arborist before beginning
construction activities. Any new contractors
brought on site shall also meet or communicate

IS/MND Attachment 9
Mitigation Monitoring Program – Page 6 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
with the project arborist to ensure they are
aware of tree protection measures.
• Preparing Tree Protection Zone - If construction
occurs during the months of June through
November, the TPZ’s shall be irrigated to a
depth of 12 inches before construction begins.

This will ensure the trees are properly hydrated.

Additional irrigations during “heat-waves” may
be recommended by the project arborist.
• Root Protection - No grading, trenching, paving
or any other soil disturbance shall occur within
or adjacent to the TPZ of the tree without
permission and supervision by the project
arborist. No trenching or excavation for
footings, foundations, utilities or roadways shall
occur within or adjacent to the TPZ without first,
hand trenching the location and exposing roots.

If possible, conduit or other utilities shall be
“fished” below roots larger than 1-inch
diameter. Any roots 1-inch diameter or larger
that are approved for pruning shall be hand cut
with a clean pruning saw or Sawzall. Once roots
are hand cut, machinery can remove the
severed roots. Cutting any roots 1-inch diameter

IS/MND Attachment 9
Mitigation Monitoring Program – Page 7 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
or larger requires supervision by the project
arborist.

• Root Pruning - If the project arborist determines
that a root over 1-inch diameter needs to be cut,
it shall be cut by hand with a pruning saw or
reciprocating saw “Sawzall”. After cutting a root,
the area shall be backfilled as soon as possible
with moist soil or covered with wet burlap until
backfill can be completed. Burlap shall be kept
wet the entire time it is in use for cut-root
protection.
• Dumping, Cleanout or Storage of Materials - No
construction materials, soils, or debris shall be
stored in the TPZ. No concrete, plaster, paint or
chemical washout shall be allowed within the
TPZ or Critical Root Zone (CRZ).
• Monitoring - An initial inspection shall be
completed by the project arborist prior to
commencement of construction activities to
ensure that all tree protection measures have
been put in place. Weekly inspections of the TPZ
and associated fencing shall also be completed
by the project arborist until construction is
complete. Any root pruning, excavation, grading

IS/MND Attachment 9
Mitigation Monitoring Program – Page 8 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
or filling within 5 feet of the TPZ shall a be
monitored by the project arborist.

CUL-1. A trained and qualified archaeological monitor
and Native American tribal monitor should perform
cultural resources monitoring of initial ground
disturbing activities associated with the Project that has the potential to impact cultural resources (i.e. grading, trenching). Monitoring is not effective during activities where the soil matrix is not visually exposed (i.e. piledriving for installation of solar pylons). The monitors will have the ability to redirect construction activities to ensure avoidance of significant impacts to cultural
resources.

Project CDD / Project
Archaeologist
X Notes on
construction
documents.

Prior to issuance of
grading permit.

CUL-2. Training. Prior to any ground-disturbing
activities, the field archaeologist shall conduct
awareness training for the field crew and supervisors.

This will include a description of the types of artifacts that may be encountered and a discussion of why these
are of importance to the Native American community,
as well as for an understanding of local history.

Pertinent laws and regulations protecting
archaeological sites will be briefly reviewed and any
archaeologists monitoring methods will be explained.

Project CDD /
Archaeologist
X Notes on
construction
documents.

Prior to issuance of
grading permit.

CUL-3. In the event that these resources are
inadvertently discovered during ground-disturbing
Project Project
Archaeologist,
SLO County
X As needed Ongoing during
grading and
construction.

IS/MND Attachment 9
Mitigation Monitoring Program – Page 9 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
activities, work must be halted within 50 feet of the find until it can be evaluated by a qualified archaeologist.

Construction activities could continue in other areas. If the discovery proves to be significant, additional work, such as data recovery excavation or fossil recovery, may be warranted and would be discussed in consultation
with the appropriate regulatory agency(ies). Any
potentially significant artifacts, sites or features
observed shall be collected and recorded in conjunction with best management practices and professional
standards. Any cultural items recovered during
mitigation should be deposited in an accredited and
permanent scientific institution for the benefit of
current and future generations.

A report documenting the results of the monitoring
efforts, including any data recovery activities and the significance of any cultural resources will be prepared and submitted to the appropriate City and County
personnel.

Procedures of conduct following the discovery of
human remains on non-federal lands have been
mandated by California Health and Safety Code
§7050.5, PRC §5097.98 and the California Code of
Regulations (CCR) §15064.5(e). According to the
provisions in CEQA, should human remains be
Coroner,
Native
American
Heritage
Commission

IS/MND Attachment 9
Mitigation Monitoring Program – Page 10 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
encountered, all work in the immediate vicinity of the
burial must cease, and any necessary steps to
insure the integrity of the immediate area must be
taken. The Orange County Coroner will be immediately
notified. The Coroner must then determine whether
the remains are Native American. If the Coroner
determines the remains are Native American, the
Coroner has 24 hours to notify the NAHC, who will, in
turn, notify the person they identify as the most likely descendent (MLD) of any human remains. Further
actions will be determined, in part, by the desires of the MLD. The MLD has 48 hours to make recommendations
regarding the disposition of the remains following
notification from the NAHC of the discovery. If the MLD does not make recommendations within 48 hours, the
owner shall, with appropriate dignity, reinter the
remains in an area of the property secure from further
disturbance. Alternatively, if the owner does not accept the MLD’s recommendations, the owner or the
descendent may request mediation by the NAHC.

TR-1. The Creston Road driveway shall be limited to
left-in, right-in, right-out only.

Project CDD / City
Engineer
Shown on building
plans.

Before building
permit issuance.

TR-2. The project shall include a small median in the
two-way left turn lane to allow left turns into the site and the driveway across Creston Road but restrict
outbound left turns on to Creston Road.

Project CDD / City
Engineer
Shown on building
plans.

Before building
permit issuance.

IS/MND Attachment 9
Mitigation Monitoring Program – Page 11 of 12
Mitigation Measure
PD22-08 / OTR 22-16 Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
TR-3. The project shall construct the following
improvements consistent with the Creston Road
Complete and Sustainable Streets Study:

1. Extend curb, gutter, and sidewalk improvements
on the north side of Creston Road from project
frontage to Orchard Drive.

2. Install curb ramps and bulbouts on the north
and south side of Creston Road at the existing
Orchard Drive crosswalk.

3. Replace existing school crossing signage at
Orchard Drive with CAMUTCD compliant signage.

Replace overhead sign with S1-1 sign, replace pole
mounted sign with SW24-2(CA) sign, and install SW24-3 (CA) sign in advance of the crosswalk.

4. Replace existing overhead flashing beacons with
overhead and pole mounted rectangular rapid
flashing beacons (RRFB).

Project CDD / City
Engineer
Shown on building
plans.

Before building
permit issuance.

TR-4. The City’s Pedestrian and Bicycle Master Plan
includes buffered Class II bike lanes on Creston Road
and Class II bike lanes on Rolling Hills Road adjacent to the project site. The project frontage improvements
shall incorporate the width to accommodate the future
Class II facilities.

Project CDD / City
Engineer
Shown on building
plans.

Before building
permit issuance.
(add additional measures as necessary)
Explanation of Headings:

Type: ............................................................ Project, ongoing, cumulative

IS/MND Attachment 9
Mitigation Monitoring Program – Page 12 of 12
Monitoring Department or Agency: ........ Department or Agency responsible for monitoring a particular mitigation measure Shown on Plans: .........................................When a mitigation measure is shown on the plans, this column will be initialed and dated.

Verified Implementation: ..........................When a mitigation measure has been implemented, this column will be initialed and dated.

Remarks: ...................................................... Area for describing status of ongoing mitigation measure, or for other information.

CITY OF EL PASO DE ROBLES
“The Pass of the Oaks”
1000 SPRING STREET • PASO ROBLES, CALIFORNIA 93446 • www.prcity.com

AFFIDAVIT

OF MAIL NOTICES

PLANNING COMMISSION NOTICING
I, Marci Reynoso , employee of the City of El Paso de Robles, California, do hereby certify that the mail notices have been processed as required for the April 18, 2023 public hearing for P22-0064 on this 4th day of April, 2023.

City of El Paso de Robles
Community Development Department
Planning Division
Signed:

Marci Reynoso

AFFIDAVIT OF PUBLICATION
Account # Order Number Identification Order PO Amount Cols Depth 18693 405796 Print Legal Ad-IPL01173250 - IPL0117325 Marci R. $217.26 2 50 L Attention: Vikki Kuntz
City of Paso Robles 893989
1000 SPRING ST.

PASO ROBLES, CA 93446
In The Superior Court of The State of California
In and for the County of San Luis Obispo
1 insertion(s) published on:
04/07/23
Legals Clerk

STATE OF TEXAS)
SS
County of Dallas)
I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen and not interested in the above entitled matter; I am now, and at all times embraced in the publication herein mentioned
was, the principal clerk of the printers and publishers of The Tribune, a newspaper of general Circulation,
printed and published daily at the City of San Luis
Obispo in the above named county and state; that
notice at which the annexed clippings is a true copy, was published in the above-named newspaper and not in
any supplement thereof - on the following dates to wit; From 04/07/2023 To 04/07/2023 that said newspaper
was duly and regularly ascertained and established a
newspaper of general circulation by Decree entered in
the Superior Court of San Luis Obispo County, State of
California, on June 9, 1952, Case #19139 under the Gover I certify (or declare) under the penalty of perjury that the foregoing is true and correct.

Notary Public in and for the state of Texas, residing in Dallas County
Extra charge for lost or duplicate affidavits.

Legal document please do not destroy!
Attachment 7

COALITION PARTNERS:

Bike SLO County
Cal Poly State University
Caltrans District 5
City of San Luis Obispo
Community Action Partnership of SLO County
First 5 San Luis Obispo County
Housing Authority of the City of San Luis
Obispo
People’s Self-Help Housing
Rideshare – Safe Routes to School
Smart Share Housing Solutions
SLO Council of Governments
SLO County Department of Public Health
SLO County Air Pollution Control District
SLO County YIMBY
SLO Legal Assistance Foundation
RESOURCES:

Data Dashboard, SLO Health Counts
Community Health Improvement Plan
Building Healthy Communities: Residential
Checklist
The Healthy Communities Work Group aims to improve the health and wellness of all current and future San Luis Obispo County residents through collaboration, education, and policy guidance as it relates to the built environment.

Date: April 18th, 2023
Darcy Delgado
Associate Planner
City of Paso Robles
1000 Spring Street
Paso Robles, CA 93446
From: The Healthy Communities Work Group
RE: Rolling Hills Apartment Project
Dear Darcy Delgado,
The Healthy Communities Work Group (HCWG) is a collaboration between public health officials, local planning and transportation officials, communitybased organizations, academia, and community members, working to improve health through community design. We provide research and evidence-based recommendations from a health perspective on proposed land use projects, ordinance and general plan amendments, and special projects.

The Healthy Communities Work Group has reviewed the proposed Rolling Hills Apartment project. HCWG considers the project an ideal location for housing, given the proximity to schools, services, and Centennial Park.

Proximity to schools or a bus route within one mile is associated with increased attendance in schools.1 Neighborhoods that include destinations to schools and amenities within 1-mile are also linked to increased physical activity of residents and students.2 HCWG supports this project’s inclusion of open spaces and recreational facilities for residents, such as a central tot lot, a community clubhouse, and a pool. Recreational facilities and open spaces may promote physical activity and community cohesion among the residents.3 HCWG also supports bicycle racks being provided for the residents.

HCWG also has several recommendations for the project to promote community health.

Provide deed-restricted affordable apartment units.

HCWG strongly recommends a portion of the units be designated as deedrestricted affordable for low-income and very low-income levels.

Approximately 21% of low-income renters in this community of Paso Robles pay more than 50% of their income on housing costs.4 Research has linked housing instability to elevated stress levels, depression and an increase in certain chronic health conditions.5 Access to affordable housing can enable residents to use their income on basic needs such as food and medical care, which can improve residents’ health outcomes.

Include improvements to the circulation system.

According to the Environmental Initial Study, the proposed development is anticipated to impact traffic circulation on Creston Road and Rolling Hills Road. HCWG supports the improvements outlined in the study to reduce traffic congestion. HCWG further recommends Class IV bike lanes within the project area to promote the health of residents and their children who ride their bicycle to school and nearby services. Active transportation can also reduce daily CO2 emissions associated with travel, as well as improve individual wellbeing.6
Consider solar carports to improve energy efficiency.

HCWG recommends developers consider solar paneling for the proposed carports. California multifamily affordable housing properties can qualify for state-funded solar panel incentives through the SOMAH program.7 Thank you for the opportunity to review this project.

Bob Jorgensen, Healthy Communities Work Group Co-Chair
Kealoha Ghiglia, Healthy Communities Work Group Co-Chair

1. Healthy Communities Working Group. Building Healthy Communities: Residential Checklist.
https://www.slohealthcounts.org/content/sites/slodph/Building_Healthy_Co mmunities_Residential_Checklist.%5B1%5D.pdf

2. Ibid.

3. Ibid.

4. Public Health Alliance (n.d.). Healthy Places Index. Retrieved April 12th, 2023:
https://map.healthyplacesindex.org/?redirect=false

5. SLO Health Counts (2019). Community Health Improvement Plan. https://www.slohealthcounts.org/content/sites/slodph/SLO_County_Comm unity_Health_Improvement_Plan_2018-2023.pdf

6. Brand et al. (2021). The climate change mitigation effects of daily active travel in cities. Transportation Research Part D: Transport and Environment, 93(102764), https://doi.org/10.1016/j.trd.2021.102764

7. State of California Public Utilities Commission. SOMAH program. https://calsomah.org/