2024-11-19 Regular — Santa Maria City Council, November 19, 2024 (part 5 of 6)

FINDINGS

CROSS STREETS
Year CD Image Source

FAIRWAY AVE
2000 pg. A14 Cole Information

FAIRWAY DR
2020 pg. A4 EDR Digital Archive
2017 pg. A6 Cole Information
2014 pg. A8 Cole Information
2010 pg. A10 Cole Information
2005 pg. Al2 Cole Information
1995 pg. A16 Haines Criss -Cross Directory
1990 - Haines Criss -Cross Directory Street not listed in Source 1985 - Haines Criss -Cross Directory Street not listed in Source 1981 - Haines Criss -Cross Directory Street not listed in Source 1977 - Haines Criss -Cross Directory Street not listed in Source 1973 - Haines Criss -Cross Directory Street not listed in Source 1968 - POLK DIRECTORY CO Street not listed in Source
1963 - POLK DIRECTORY CO Street not listed in Source
1959 - POLK DIRECTORY CO Street not listed in Source
7360106- 5

Page 3 ends

City Directory Images

Target Street
V.

Cross Street
A ST 2020
Source
EDR Digital Archive
1599 SANTA MARIA VALLEY RAILROAD
1735 CATALINA PANIAGUA

MARIANITA PANIAGUA

PERLA PANIAGUA

QUETZAL PANIAGUA

ROGELIO PANIAGUA

RUBY FARM INC

XOCHITL PANIAGUA
1795 GERARDUS VANDENBOS

PAOLA HERNANDEZ

TOMASA HERNANDEZ
2053 AMBULANCE BODY SHOP

MARIANNE FRIEDL

MICHAEL MCCORMICK

ROSALES AUTO
2059 ABIGAIL SALAZAR

APOLONIA SALAZAR
2220 FASTENAL

SAFELITE AUTO GLASS
2240 MAR VISTA BERRY LLC

RED DOG MANAGEMET INC
2245 SERVITIUM GROUP LLC

WASCO INC

WASCO SALES & MARKETING INC
2255 INTEGRATED INDUSTRIAL SUPPLY
2265 MARSALISI CUSTOM FARMING LLC

T S & L SEED CO
2275 B & B CONSTRUCTION CLEAN UP
2285 C2 CELLARS
2295 COASTAL REPROGRAPHIC SVC

DATAARC LLC
2301 A STREET WEST CONSTRUCTION

SOUTHWEST CARPENTERS TRAINING
2309 SUVANS LLC
2310 ADAMES DESIGN GROUP

J & P CONSTRUCTION
2311 J D FABRICATIONS INC
2313 LOTUS CABINETRY
2317 ASIA -PAC EXPANSION INC

JESSICO
2325 CONNIE MORGAN
2329 ROGAR MANUFACTURING
2330 CAL GROW SEEDS LLC

GOLDEN STATE WATER CO
2337 INNER STRENGTH MARTIAL ARTS
2341 AGFLOW IRRIGATION INC
2350 DURANT DISTRIBUTING INC
2353 DAN BLAUGH CONSTRUCTION
2357 GAS TECHNOLOGY SVC

SIMMS MACHINERY INTL
7360106.5 Page: A2

Target Street
V.

Cross Street
Source
EDR Digital Archive
A ST 2020 (Cont'd)
2360 IGLESIA INTERNACIONAL CASA DE

JUSTIN HENSLEY
2361 DAVID FISHER

FISHER PUMP & WELL SVC INC

NEVCAL CONSTRUCTION
2370 COAST INSTALLATIONS INC

KEITHLY-WILLIAMS SEEDS

KEITHLY-WILLIAMS SEEDS INC
2377 LUKER FRAMING

NEV-CAL CONSTRUCTION INC
2380 BUONA TERRA FARMING
2381 CONSTRUCTION SPECIALTY SVC

LEADERSHIP FUMIGATION
2385 BLACK JACK FARMS

JOSE GARCIA
2389 MASCO CONTRACTOR SVC
2390 SANTA MARIA SEEDS INC
2393 TRUTEAM OF CALIFORNIA
2397 HELENA CHEMICAL CO
2410 HINRI MATTI

MATTI'S PARTS IMPORTS INC
2430 SANTA MARIA KOREAN PRSBYTRN
2445 INNOVATIVE PRINTING SOLUTIONS
7360106.5 Page: A3

Target Street
Cross Street Source
✓ EDR Digital Archive
FAIRWAY DR 2020
900 PACIFIC BEVERAGE
1000 COCA-COLA BOTTLING CO
1234 ALPHA RESOURCE CONNECTION

CARMONA INC

JLC DISTRIBUTING

REGIONAL CENTER TRI-COUNTIES
TCRC
1303 BREEZE BUS

SANTA MARIA AREA TRANSIT
1424 SUNSET RIDGE GOLF CTR
1451 FOODTOOLS INC

SANTA MARIA BREWING CO
1459 CAL -STATE AUTO PARTS INC
1467 ENTRAVISION COMMUNICATIONS
KPMR
7360106.5 Page: A4

Target Street
V.

Cross Street
A ST 2017
Source
Cole Information
1735 PANIAGUA, ROGELIO R

RUBY FARM INC
1795 VANDENBOS, CORNELIS
2059 SALAZAR, ABIGAIL
2220 FASTENAL
2240 RED DOG MANAGEMENT INC
2245 WASCO INC

WASCO SALES & MARKETING INC
2255 INTEGRATED INDUSTRIAL SUPPLY
2265 T S & L SEED COMPANY
2275 REMEDIAL TRANSPORTATION SERVICES
2295 COASTAL REPROGRAPHIC SERVICES
2301 SOUTHWEST CARPENTERS TRAINING
2310 ADAMES DESIGN GROUP

J & P CONSTRUCTION

LDM PLUMBING & MECHANICAL INC

PLOUTZ, LYNN
2313 LOTUS CABINETRY
2321 SAN LUIS MOTOR SPORTS
2325 LIBERTINE BREWING COMPANY
2333 ELEVATION GENERAL

WHITE SEED COMPANY
2337 INNER STRENGTH MARTIAL ARTS ACADEMY
2341 AGFLOW IRRIGATION INC
2345 A STREET WEST CONSTR
2350 DURANT DISTRIBUTING INC
2353 DAN BLOUGH CONSTRUCTION INC
2357 GAS TECHNOLOGY SERVICES

SIMMS MACHINERY INTERNATIONAL
2360 IGLESIA INTERNACIONAL
2361 FISHER PUMP & WELL SERVICE INC

NEVCAL CONSTRUCTION INC
2365 COMMUNITY BANK
2369 HERRERA CORPORATION
2370 COAST INSTALLATIONS INC

KEITHLYWILLIAMS SEEDS

VANDUSSELDORP, PETER
2373 A & B SERVICES
2380 BUONA TERRA FARMING

KERN TURF SUPPLY INC
2381 CONSTRUCTION SPECIALTY SERVICES
2389 MCS OF CA INC

WESTERN INSULATION
2390 SANTA MARIA SEEDS INC
2393 TRUTEAM OF CALIFORNIA INC
2397 HELEN CHEMICAL INC

HELENA CHEMICAL COMPANY
2410 MATTIS PARTS IMPORTS INC
2430 SANTA MARIA KOREAN PRESBYTERIAN CHUR
2445 VTC ENTERPRISES
7360106.5 Page: A5

Target Street
Cross Street Source
✓ Cole Information
FAIRWAY DR 2017
900 PACIFIC BEVERAGE COMPANY
1234 ALPHA RESOURCE CONNECTION

ALPHA, R

CARMONA INC

JLC DISTRIBUTING INC

REGIONAL CENTER TRICOUNTIES
TCRC
1424 SUNSET RIDGE GOLF CENTER
1451 FOODTOOLS INC

SANTA MARIA BREWING CO
1459 CAL STATE AUTO PARTS INC
1467 ENTRAVISION
7360106.5 Page: A6

Target Street
V.

Cross Street
A ST 2014
Source
Cole Information
1735 PANIAGUA, ROGELIO R

RUBY FARM INC
1755 VANDENBOS, GERRY
1767 OCCUPANT UNKNOWN,
1795 HOLCOMBE, PAMELA S
2057 OCCUPANT UNKNOWN,
2059 SALAZAR, ABIGAIL
2220 FASTENAL

SAFELITE AUTO GLASS
2240 MISSION COMMUNITY BANK
2245 WASCO INC
2265 T S & L SEED COMPANY
2275 REMEDIAL TRANSPORTATION SERVICES
2285 FISHER PUMP & WELL SERVICE
2295 COASTAL REPROGRAPHIC SERVICES
2301 A STREET WEST CONSTRUCTION

SOUTHWEST CARPENTERS TRAINING
2310 J & P CONSTRUCTION

PLOUTZ, JEFF
2321 SAN LUIS MOTOR SPORTS
2325 KIRBY MORGAN DIVE SYSTEM
2329 CD LYON CONSTRUCTION
2330 GOLDEN STATE WATER COMPANY
2333 WHITE SEED COMPANY
2353 DAN BLOUGH CONSTRUCTION
2357 GAS TECHNOLOGY SERVICES

SIMMS MACHINERY INTERNATIONAL
2360 IGLESIA INTERNACIONAL
2361 NEVCAL CONSTRUCTION INC

OZZIMO ELECTRIC
2369 HERRERA CORPORATION
2370 COAST INSTALLATIONS INC

VANDUSSELDORP, PETER
2380 KERN TURF SUPPLY INC
2381 CONSTRUCTION SPECIALTY SERVICES
2385 TESTA CATERING
2389 WESTERN INSULATION
2390 SANTA MARIA SEEDS INC
2397 HELEN CHEMICAL INC

HELENA CHEMICAL COMPANY
2410 MATTIS PARTS IMPORTS INC
2430 SANTA MARIA KOREAN PRESBYTERIAN CHUR
2445 VTC ENTERPRISES
7360106.5 Page: A7

Target Street
Cross Street Source
✓ Cole Information
FAIRWAY DR 2014
900 PACIFIC BEVERAGE COMPANY
1234 ALPHA RESOURCE CONNECTION

CARMONA INC

JLC DISTRIBUTING
TCRC
1424 SUNSET RIDGE GOLF CENTER
1451 FOODTOOLS INC

SANTA MARIA BREWING CO
1459 CAL STATE AUTO PARTS INC
1467 ENTRAVISION
7360106.5 Page: A8

Target Street
V.

Cross Street
A ST 2010
Source
Cole Information
1735 PANIAGUA, ROGELIO R

RUBY FARM INC
1753 OCCUPANT UNKNOWN,
1767 OCCUPANT UNKNOWN,
1795 PORTWOOD, NATHAN R
2053 AMBULANCE BODY SHOP

MC CORMICK DEMCON INC
2057 ARTEAGA, RUBI A
2059 LERMA, JOVANA
2220 PISOS Y AZULEJOS SANTA MARIA
2240 WOOD CONCEPTS UNLIMTED INC
2245 WASCO INC
2265 GOWAN SEED CO

KENDALL LEE RENTALS
2285 FISHER PUMP & WELL SVC
2295 COASTAL REPROGRAPHIC SVC
2301 A STREET WEST CONSTRUCTION
2310 J & P CONSTRUCTION

PLOUTZ, JEFF
2329 C D LYON CONSTRUCTION INC
2330 OCCUPANT UNKNOWN,

PYBAS VEGETABLE SEED CO
2333 ELEVATION GENERAL ENGINEERING
2350 OZZIMO ELECTRIC INC
2353 DAN BLAUGH CONSTRUCTION
2357 GAS TECHNOLOGY SVC INC

SIMMS MACHINERY INTL
2369 AGS WALL SYSTEMS INC
2370 ANDERSON NEWS CO

COAST INSTALLATIONS INC
2380 KERN TURF SUPPLY INC
2389 WESTERN INSULATION
2410 MATTIS PARTS IMPORTS INC
2430 SANTA MARIA KOREAN PRSBYTRN
2445 VOCATIONAL TRAINING CTR

VTC ENTERPRISES
7360106.5 Page: A9

Target Street
Cross Street Source
✓ Cole Information
FAIRWAY DR 2010
1000 COCACOLA BOTTLING CO
1223 VERIZON
1234 ALPHA RESOURCE CONNECTION

CARMONA INC

COX, TAMMY

JLC DISTRIBUTING INC

TACO ROCO BANQUET
TCRC

TRI COUNTIES REGIONAL
1303 SANTA MARIA AREA TRANSIT
1424 SUNSET RIDGE GOLF CTR
1451 FOODTOOLS INC
1459 CAL STATE AUTO PARTS
1467 KPMR
7360106.5 Page: A10

Target Street
V.

Cross Street
A ST 2005
Source
Cole Information
1735 PANIAGUA, ROGELIO R
1753 SALINAS, LUIS
1795 OCCUPANT UNKNOWN,
1955 OCCUPANT UNKNOWN,
2053 LOPEZ, PEDRO

MC CORMICK DEMCON INC

MOSQUEDA AUTO REPAIR
2057 ARTEAGA, RUBI
2258 REYES, DIMAS
2310 J & P CONSTRUCTION
2360 AIDAS UNIVERSITY BOOK EXCHANGE
2370 COAST INSTALLATIONS INC
2410 MATTIS PARTS IMPORT INC
2430 SANTA MARIA KOREAN PRESBYTERIA

SANTA MARIA KOREAN PRESBYTERIAN
2445 THE ARC OF SANTA MARIA VALLEY

VTC ENTERPRISES
7360106.5 Page: All

Target Street
Cross Street Source
✓ Cole Information
FAIRWAY DR 2005
900 PACIFIC BEVERAGE CO
1000 COCA COLA BOTTLING LS ANGELS
1223 VERIZON CALIFORNIA INC
1234 CARMONA INC

JLC DISTRIBUTING INC

TRI COUNTIES REGIONAL
1301 MV TRANSPORTATION INC
1424 B K GOLF

SUNSET RIDGE GOLF CENTER
7360106.5 Page: Al2

Target Street
V.

Cross Street
A ST 2000
Source
Cole Information
1505 PALATO, ENRIQUE
1605 OCCUPANT UNKNOWN,
1753 SALINAS, LUIS
1795 OCCUPANT UNKNOWN,
1955 BOAVISTA FARMS
2053 MCCORMICK, MIKE
7360106.5 Page: A13

Target Street
Cross Street Source
✓ Cole Information
FAIRWAY AVE 2000
1424 SUNSET RIDGE GOLF CENTER
7360106.5 Page: A14

Target Street
V.

Cross Street
A ST 1995
Source
Cole Information
1503 BECERRA, G

GUAM AUTO BODY REPAIR
1505 PALATO, ENRIQUE
1665 CHAVEZ FARMING

KIRK PRODUCE

OCCUPANT UNKNOWNN
1735 OCCUPANT UNKNOWNN
1753 TREUR, EVERETT
1950 SANTA LUZIA FARMS
2445 SANTA MARIA ASSN

VOCATIONAL TRAINING CTR

WOOD FABRICATORS INC
7360106.5 Page: A15

Target Street
Cross Street

1. FAIRWAY DR 1995
Source
Haines Criss -Cross Directory
-+-FAIRWAY AV (95) 93455

SANTA MARIA
1424 *SUNSET AEG GOLF CT 347-1070 +5
* t SUS 0 RE S 1 NEW
7360106.5 Page: A16

Target Street Cross Street Source
V. Haines Criss -Cross Directory
A ST 1990
A 93455 SANTA MARIA
1683 *GUAM AUTD SGDY PPP
J UR GE N SE N John
1505 PALATO EAriqu.
1665 f 8 E RI C ooL
* CHAVEZ FAFIIii10410
1763 TAE UR E vtrot1
1797 XXXY
1950 *SANTA ',UZI* FARM.
2443 11%!
2 445 . SANTAMARIA PETARQED
. VOCA TIDNAL TRAINING
* WOOD FA eMIcAT0R5
* 7 BUS 5 AE S
922-3341 +0
925-3576 +0
925-31185 @
921-29?? 9
928-7346 7
920-344? 7
00 12e -71e7 5
00 922-7311
922-73u1
921-0463
? NEW
2 6
7360106.5 Page: A17

Target Street Cross Street Source
V. Haines Criss -Cross Directory
A ST 1985
A 93455 SANTA MARIA
1753 EAS STEAM CLEANING 925-1$78 3
TAEUR f VERETT 923-457. 3
1950 SANTALUZ A FARMS 928-7161 + 5
2443 MORrN ALFONSO 925-4159 3
244$ SANTABAB SC AG4L DC 928-5623 2
SANTAMRA ASN RETARO 922-7381 8
VOCATIONAL TAAIiifNG 922-7381 2
NO RCOMIGUEZ BLANCA 928-2094 0
f 6BIAS 2AES 1NEW
7360106.5 Page: A18

Target Street Cross Street Source
✓ Haines Criss -Cross Directory
A ST 1981
A 93454 SANTA MARIA
1503 ATKINS SHIRLEY 925-1043 + 1
CEGLIA AL 922-1589 + 1
STONECIPHER HENRY 925-1043 +1
1505 XXXX 00
2333 MARROQUIN DOMINGA 922-5600 0
2375 XXXX 00
2443 NAVARRO EODIE 925-9287 9
2445 NORTH SCI TA BR REHBL 922-7381 9
SANTA MRA ASSN RTRD 922-7381 8
NO # RODRIGUEZ BLANCA 926-2094 0
* 2 8US S RES 3 NEW
7360106.5 Page: A19

Target Street Cross Street Source
V. Haines Criss -Cross Directory
A ST 1977
A 93454 SANTA MARIA
1503 EMERY HAL 922-4147 3
2333 VALOEZ ALFRE00 G 922-5600 3
2443 NAVARRO JOS EOW 92 5-92 87 5
2445*NORTH S 8AR CO CN51922-3953 6
*NORTH S BAR REH8LTN922-7719
*SANTA BAS. OVLPT CTR925'0259
* STA MARIA ASSN RTR0922-1895 6
* STA MRA SC TRNG C TR 92 5-7407 5
* 5 BUS 3 RES 0 NEW
7360106.5 Page: A20

Target Street
V.

Cross Street
A ST 1973
Source
Haines Criss -Cross Directory
A 93454 SANTA MARIA
1503 COUGER STEPHANY

EMERY HAL
2333 VALOEI ALFREOO G
2443 V ILL ARREAL F
2445....8UILOING
* NORTH S 8AR REH8LTN922-7719
* SANTA 8AR OVLPT CTR925-0259
* SANTA MRA CNCL RTR0922-1895
* SANTA MRA OCPTNL CT925-7407
* TRI CNTIES RGNL CTR925-1266
2445
925-8019
922-4147+3
922-5600+3
925.4688+3
. . . • • . . . • . • • • . . • • • • • • • •
NO N 8ARTLETT BETTY 925-4942
* '5 8US 5 RES 3 NEW
7360106.5 Page: A21

Santa Maria Airport
Not Reported
Santa Maria, CA 93455
Inquiry Number: 7360106.3
June 09, 2023
Certified Sanborn® Map Report
CEDR'
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

Certified Sanborn® Map Report
06/09/23
Site Name: Client Name:

Santa Maria Airport
Not Reported
Santa Maria, CA 93455
EDR Inquiry # 7360106.3
Rincon
180 North Ashwood Avenue
Ventura, CA 93003-0000
Contact: Lauren Vigliotti
CEDR®
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Rincon were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanbom .

The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated.

Certified Sanborn Results:

Certification #
PO #
Project
B7E2-4475-ABA2
23-14608
Santa Maria Airport

UNMAPPED PROPERTY
This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.

Sanborn® Library search results
Certification #: B7E2-4475-ABA2
The Sanbom Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
✓ Library of Congress
✓ University Publications of America
✓ EDR Private Collection
The Sanbom Library LLC Since 1866TM
Limited Permission To Make Copies
Rincon (the client) is permitted to make up to FIVE photocopies of this Sanbom Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.

Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.

ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY

KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN

THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,

COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON -INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS

SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.

Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.

Copyright 2023 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
7360106 - 3 page 2

Santa Maria Airport
Not Reported
Santa Maria, CA 93455
Inquiry Number: 7360106.4
June 09, 2023
CEDR'
EDR Historical Topo Map Report
with QuadMatchTM
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com

EDR Historical Topo Map Report
06/09/23
Site Name:

Santa Maria Airport
Not Reported
Santa Maria, CA 93455
EDR Inquiry # 7360106.4
Client Name:

Rincon
180 North Ashwood Avenue
Ventura, CA 93003-0000
Contact: Lauren Vigliotti
CEDIr
EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Rincon were identified for the years listed below. EDR's Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.

Search Results: Coordinates:

P.O.#
Project:

Maps Provided:
2018
2015
2012
1982
1974
1967
1959
1948
23-14608
Santa Maria Airport
1947
1905
Latitude:

Longitude:

UTM Zone:

UTM X Meters:

UTM Y Meters:

Elevation:

34.913653 34° 54' 49" North
-120.465031 -120° 27' 54" West
Zone 10 North
731589.12
3866400.91
213.75' above sea level
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.

ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY

KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN

THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,

SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,

Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. 2018 Source Sheets
Santa Maria
2018

7.5 -minute, 24000
2015 Source Sheets
Santa Maria
2015

7.5 -minute, 24000
2012 Source Sheets
Santa Maria
2012

7.5 -minute, 24000
1982 Source Sheets
Santa Maria
1982

7.5 -minute, 24000
Aerial Photo Revised 1978
7360106 - 4 page 3

SANTA MARIA
1948

7.5 -minute, 25000
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1974 Source Sheets
Santa Maria
1974

7.5 -minute, 24000
Aerial Photo Revised 1974
1967 Source Sheets
Santa Maria
1967

7.5 -minute, 24000
Aerial Photo Revised 1967
1959 Source Sheets
Santa Maria
1959

7.5 -minute, 24000
Aerial Photo Revised 1956
1948 Source Sheets
7360106 - 4 page 4

Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1947 Source Sheets
Santa Maria
1947
15 -minute, 62500
Aerial Photo Revised 1946
1905 Source Sheets
Lompoc
1905
30 -minute, 125000
7360106 - 4 page 5

CEDRO
Historical Topo Map
2018

PRANDINI WAY
acer
TO
LR

W BETTERAVIA RD
0 DUTARD ST
Midco

LA BREA AVE
Slur 1.
21 ARSALA AVE
1ST ST
N.

BATTLES RD

W ENOS DR
1OIANCI r22
E AVE
'a—SONYATN'
ti
I
GA IME1,4
u!
cc

VIA ROSA

W BETTERAVIA RD
0 287
es°a:
1, K
w Mcl
I oY,

FAIRWAY AVE

FAIRWAY VISTA OR
0 0
27 DAL
PORTO1,11

SAINT ANDRE
CK
33 Santa Maria Public
Airport/Captain G
Allan Hancock Field
1,

44. 34

GOODWIN RD
I
This report includes information from the
following map sheet(s).

NW N
NE
W E
TP, Santa Maria, 2018, 7.5 -minute
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
,N,
7360106 - 4 page 6

CEDRO
Historical Topo Map
2015
Pacer
NW N
This report includes information from the
following map sheet(s).

W_BETTERAVIA RD
L
I

DUTARD ST
NE
W E
TP, Santa Maria, 2015, 7.5 -minute
Midco
\W LA BREA AVE
SANTA
MARIA
22 W BATTLES RD

W PROVA

CARMEN LN
EAR€1.ON R34W�—�
z
1 1 1 I I

FAIRWAY VISTA DR

FAIRWAY DR
Santa Maria Public
Airport/Captain
G Allan Hancock Field

W MCCOY LN
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
,N,
7360106 - 4 page 7

CEDR"
Historical Topo Map
2012
This report includes information from the
following map sheet(s).
1 NW N
NE
W E
TP, Santa Maria, 2012, 7.5 -minute

W SETTERAVIA RD
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
7360106 - 4 page 8

CEDR°
Historical Topo Map
1982
This report includes information from the
following map sheet(s).

Substation
NW N
NE
W E
MARIA
0 0
Skim Pond
•
I Sewage Oliposat
r
TP, Santa Maria, 1982, 7.5 -minute
AIRPORT l
.

T 10 N
T9 N
•
FIELD
0 BOUNDARY
• .
.11
40 •i AS Santa Maria ,'
Couri.try Club n
• LAKE VI
BM 257
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
'N'
7360106 - 4 page 9

CEDR°
Historical Topo Map
1974
C '
° SANTA
racer
MAR/A
Water
o=� o o 0 0 0 21 fL
0 0 0 ° ° o 'J i BP
2Z
w Oil Wells Q �,oO _ °) ° JJ ( —
oil Skim Pong,
°' ... ° II \ ° • n
o ° ° o ° of ° Oil•
0 0 0 0
�°° x. N-* Pi
M A R I A. VALLEY
O0 'r
ix
o
Z
Oil Wells 7 t° '° ' ° °
m Q oil — o .° : • oii
L n I ry°
BETTERAVIA it II o �I Vd
. ° ll •t . Oil ROAD , o ° rl .
:•r °••: it ~ o o ,rb .A. j . -7Xrr ..
o ,III•
I II .. 'o I 'Oil ° �� CO t•. __
•r ii' 0 II •
.• ol, 1 r.�
•� u, l
J' 2� �alk�r ;• °7 Oil of/,
200 f �I� J MC C� • Z / LANE L
rLl i' r� I' it COI '��—�r --�
L ° °
i t- I AIRPORT —if
—� BOUNDARY �Oit
i, t1� __ •�2 0 0
PLO/\ a _J
/. \ ryryp a
II 4lJ f .

Sewage Disposal °~ N \ ' ° /�..tia I p2ao •Oil

I I - -
Airhase (Santa Maria
� .... . (Sldingi
i O 1 Courytry,4tub t
-
P.

Ig
NW N
NE
W E
I•
TP, Santa Maria, 1974, 7.5 -minute
This report includes information from the
following map sheet(s).
• LAKEV
•
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
7360106 - 4 page 10

CEDR°
Historical Topo Map
1967
0 d
a
• 1 f .. � ate
_ Oil_ Wells

BETTERAVIA
Skim Pond▪ l
aL.J
Oil

A MAR I
Water
•
u a ?
Oil Wells ° E.
• '�• o e o
- -_ �Lo_�' °4. FIE a o n ■
4: i• OII YV oil1 J[ _pit --'/o
,, �• EII/ o O o 1 •�•...
i ° �i.'",!-`-'2.1 11 I o `,II !I Ll 1,, •_ • • • =• d> j
e U f . oi1,�° Roeo 101 •.
:. y°.. �rl j y • 0
o c �o It �� o■ • o1(' Oil o■!� ■ �e8's�. • 0"----
.
■ o oll
• • If ' II •
!f 1
•� •�� •If : i II 1 11 afi
I nQ ii /f
Tia r�4 1 110 on' _— 9 Oil ii
_ — o O ,_ _ ••'1: �,t'MC COY 1 LANE °• 1L O
J•• •
Sewage Disposal
This report includes information from the
following map sheet(s).

NW N
NE
W E
TP, Santa Maria, 1967, 7.5 -minute

AIRPORT
A I R
7 T10N

BOUNDARY -'
LAKEVI€
BM 257
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
'N'
7360106 - 4 page 11

CEDRO
Historical Topo Map
1959
This report includes information from the
following map sheet(s).
o SANTA MAR/A ° --
pacer
NW N
NE
W E
O o O
• Skim Pond, ° of
0 JI
•
'L Oil Wells
e Oil ?/p
o U° a off
If

BETTERAVIA
11 TP, Santa Maria, 1959, 7.5 -minute
• Water
MARIA., VALLEY Oi
Oil
I---O�77 0 • e �o
Oil 0; 1
o ,
11 • Oil �L 6j c, o ° 0 1
0 0 ,lo II o „.„ °• 011 o JI
n „1, !, tl II
•p li==-==41:
id u n u
„8 . • . It o0 Oli
OII •II M ' 0
C\GAY��'�
T1ON
T9N
U

0.5 1

1.5 k
n
l'
Santa Maria
BM 257
0 Miles 0.25
SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon

SW S SE
,N,
7360106 - 4 page 12

CEDR"
Historical Top
o Map
1948
This report includes information from the
following map sheet(s).

W
NW N
zzzc zz>�+S=z
LAGUNA
NE
E
Res•rvars a
e'
0 TP, SANTA MARIA, 1948, 7.5 -minute
21 N
cc�
MILT ART £RV/\ ON:, ezA' 'j
.. c +IppI•N^.N • • 1
f+ �

SANTA MARIA
USAF FI110
I
• •y
N, • ■ • \4...„,„ 11
iS: 1 T.�\\ L.
• I i:,,,:. %kF}?,,,,,,ib \ Iii
.. w M
cif I CI NTRY•
Y CLUB
I.• . III
r: OURSE
I
1 _
F� — =1 WAU1R
, r-, ,P
—c—
ll.: '. •II r • 1 --
N i_, — 1,
I eti P6e 40, I /
14 i . L1C_S _ -_
I
11\
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
•N,
7360106 - 4 page 13

Historical Topo Map
=—.41 II i�.slk'
II II _do
II
AN T A I' 44 A'141A Ij V AO'EY 'i
= er 0 ,;..-tNI4i
s=--.3#a—:s• I 11
__sail
00 di L.p = 0 11 11 J
II ql 11 0
1 This report includes information from the
following map sheet(s).

NW N
NE
TP, Santa Maria, 1947, 15 -minute
W E

SW S SE
an a Maria
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon

1.5 7360106 - 4 page 14

CEDR®
Historical Topo Map
1905
TERA v,A
V
P-1-1"
wis"
This report includes information from the
following map sheet(s).

NW N NE
TP, Lompoc, 1905, 30 -minute
dir-
1'
a
r
R Ur r_ _
fiodift
BR
�i
IMP
4111
'254
1 •
0 Miles 0.25

0.5 SITE NAME: Santa Maria Airport
ADDRESS: Not Reported
Santa Maria, CA 93455
CLIENT: Rincon
1 1.5

SW S SE
7360106 - 4 page 15

Ir
A Street at Fairway General Plan
Amendment and Rezone
Draft Transportation Impact Study
Prepared For: City of Santa Maria and RRM Design Group
Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
(805) 316-0101
September 2023
Central Coast Transportation Consulting
Traffic Engineering & Transportation Planning
Appedix D

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
Executive Summary
This Transportation Impact Study (TIS) evaluates the potential transportation impacts of the rezoning of an approximately 6.9 -acre site located west of A Street at Fairway Drive in the City of Santa Maria. The TIS analyzes the impacts of up to 100,000 square feet of industrial (M -I zoning) or manufacturing (C -M zoning) uses.

The proposed project is estimated to generate a maximum of 579 net new vehicle trips per weekday, including 71 AM peak hour trips and 70 PM peak hour trips if developed as manufacturing. General light industrial and an industrial park would generate fewer vehicle trips than the manufacturing land use.

Intersection Operations
All study intersections operate acceptably at level of service (LOS) D or better under Existing and Cumulative Conditions with or without the project.

We recommend the City update the following signal timing inputs for consistency with the California Manual on Uniform Traffic Control Devices (CAMUTCD) and the National Cooperative Highway Research Program (NCHRP) recommendations:
• Minimum Green Times
• Yellow Clearance Intervals
• Red Clearance Intervals
• Pedestrian Clearance Interval (Flashing Don't Walk)
The signal timing input recommendations are detailed in the report.

Site Access and Circulation
The preliminary site plan does not indude the project access or frontage improvements. We recommend the project complete the following:
• Construct curb, gutter, and sidewalk on the project frontage extending to existing sidewalks on A Street and Fairway Drive.
• Stripe Class II bike lanes on Fairway Drive.
• Extend the existing bike lanes on A Street through the knuckle to the Fairway Avenue bike lanes. • Restrict parking within the knuckle at the A Street/Fairway Drive intersection. • Stripe crosswalks on Skyway Drive at Fairway Drive/Skyway Drive (#3). • Locate primary project access on A Street approximately 300 feet north of Fairway Drive across from the existing driveway.
• Consider secondary project access restricted to right -in, right -out within the knuckle. • Provide convenient pedestrian and bicyde access between the land uses on the project site and the frontage improvements.

Vehicle Miles Traveled (VMT)
The project is prescreened to have a less than significant impact on VMT since home -based -work VMT per employee is less than 85 percent of the Countywide average. Therefore, the project has a less than significant impact on VMT.

Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
3 Contents

1.0 Introduction 4

2.0 CEQA Transportation Analysis 6

3.0 Local Transportation Analysis 9

4.0 References 19
Table 1: Intersection LOS Thresholds 9
Table 2: Project Trip Generation 11
Table 3: Existing and Existing Plus Project Intersection Levels of Service 11 Table 4: Existing and Existing Plus Project Intersection Queues 14 Table 5: Cumulative and Cumulative Plus Project Intersection LOS 18 Table 6: Cumulative and Cumulative Plus Project Intersection Queues 18 Figure 1: Project Vicinity Map 5
Figure 2: Lane Configurations and Existing Volumes i c
Figure 3: Project Trip Distribution and Assignment 12
Figure 4: Existing Plus Project Volumes 13
Figure 5: Cumulative Volumes 16
Figure 6: Cumulative Plus Project Volumes 17
Appendix A: Traffic Counts
Appendix B: Intersection Calculation Sheets
Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
4 Introduction

1.0 Introduction
This study evaluates the potential transportation impacts of the General Plan Amendment and Zone change proposed for the parcel located east of A Street at Fairway Drive on the western edge of the City of Santa Maria south of Betteravia Road and west of Skyway Drive. The project site is currently vacant except for the existing City water well pump facility and yard in the center of the site and a Santa Barbara County flood control channel.

The approximately 6.9 -acre project site is currently zoned for Open Space (OS), and Airport Service (AS -1).

There is also an alternative project site on the same parcel at the southern end. The project proposes up to 100,000 square feet of industrial or manufacturing uses. The project vicinity map is shown in Figure 1.

The following study intersections were evaluated during the weekday AM and PM peak hours:

1. A Street/Betteravia Rd (Traffic Signal)

2. A Street/McCoy Lane (Stop Controlled)

3. Skyway Drive/Fairway Drive (Traffic Signal)
Vehicular level of service (LOS) and queuing is evaluated at each study intersection. The study locations were evaluated under these scenarios:
• Existing Conditions reflects existing traffic counts and the existing transportation network. • Existing Plus Project adds Project -generated traffic to existing volumes. • Cumulative Conditions reflects buildout of land uses in the region, not including the proposed Project.
• Cumulative Plus Project adds Project -generated traffic to cumulative volumes.

Each scenario is described in more detail in the appropriate chapter.

This study also evaluates vehicle miles traveled (VMT), safety, emergency access, and consistency with regional plans as required under the California Environmental Quality Act (CEQA).

Central Coast Transportation Consulting September 2023

Figure 1: Project Vicinity Map
A Street at Fairway General Plan Amendment and Rezone
Central Coast Transportation Consulting
Traffic Engineering & Transportation Planning
September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study CEQA Transportation Analysis 6 2.0 CEQA Transportation Analysis
This section presents analysis relevant to the California Environmental Quality Act (CEQA), notably analysis of the existing setting, vehicle miles traveled (VMT), emergency access, and safety.

2.1 EXISTING CIRCULATION NETWORK
The existing roadways in the project vicinity are described below with the roadway functional classifications obtained from the City's General Plan 2020 Transportation and Mobility Report Existing Conditions Report. • Betteravia Road is an east -west primary arterial in the study area with an interchange at US 101 to the east. There are four lanes east of A Street and two lanes west of A Street. There are intermittent sidewalks east of A Street. The posted speed limit is 45 miles per hour (mph) in the City of Santa Maria. • A Street is a north -south secondary arterial. There are four lanes from Betteravia Road to north of McCoy Lane and two lanes on the remainder of the roadway. There are existing Class II bike lanes and intermittent sidewalks south of Betteravia Road. The posted speed limit is 40 mph. • McCoy Lane is an east -west, two-lane local road with sidewalks on both sides of the roadway, on -street parking, and a posted speed limit of 35 mph.
• Fairway Drive is an east -west, two-lane collector road with sidewalks on both sides of the roadway, on - street parking, and a posted speed limit of 40 mph.
• Skyway Drive is a north -south, four -lane primary arterial with intermittent sidewalks, existing Class II bike lanes, no on -street parking, and a posted speed limit of 55 mph.

The existing crosswalks at the study intersections are described below. • A Street/Betteravia Road (#1): Marked crosswalks with pedestrian signals on all but the west leg. • A Street/McCoy Lane (#2): No marked crosswalks with side street stop controlled. • Skyway Drive/Fairway Drive (#3): Marked crosswalks on the west and east legs with pedestrian signals on all legs.

The 2009 Santa Maria Pedestrian and Bicycle Master Plan includes proposed Class II bike lanes on Betteravia Road, McCoy Lane, and the Fairway Drive Extension. A Class I bike path is also proposed on A Street and McCoy Lane.

2.2 TRANSIT
Santa Maria Regional Transit (SMRT) operates transit service in the City of Santa Maria and in Orcutt. SMRT Route 4 travels between the northeastern area of the City and the Airport via the Santa Maria Transit Center with 45 -minute headways. The dosest stops to the project site are on A Street south of Betteravia Road. SMRT The Breeze Bus operates commuter services between Santa Maria, Vandenberg Air Force Base, Lompoc, Los Alamos, Buellton, and Solvang. Breeze Route 100 is a weekday bus service between the Santa Maria and Lompoc Transit Centers with the dosest stops located on McCoy Lane east of Skyway Drive.

Santa Barbara County Association of Governments (SBCAG) manages the Clean Air Express bus service for commuters traveling between Northern Santa Barbara County and Goleta/Santa Barbara. The closest stop to the project is the Santa Maria Hagerman Softball Complex. Connections to other services are available at both the Santa Maria and Lompoc Transit Centers.

Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study CEQA Transportation Analysis The City's Circulation Element supports the phased implementation of a light rail transportation system. The proposed corridor utilizes the Santa Maria Valley Railroad right-of-way both north and east of the project site.

2.3 VEHICLE MILES TRAVELED (V/VIT)
The City of Santa Maria's Environmental Procedures and Guidelines provides VMT and safety thresholds consistent with guidance from the State Office of Planning and Research (OPR). Non-residential projects may have a significant impact if the Average Home -Based -Work VMT per employee exceeds 85 percent of the regional average.

The Technical Memo for VMT Thresholds and Procedures in the City of Santa Maria divides the city into Traffic Analysis Zones (TAZs) and illustrates the mean VMT per employee for each TAZ. The project area is mapped showing that VMT per employee is less than or equal to 85 percent of the area -wide average. Therefore, the project has been prescreened and is not expected to have a significant impact on VMT.

2.4 COLLISIONS
Traffic collision data was obtained from the Statewide Integrated Traffic Records System (SWITRS). The following summarizes the collision history in the project vicinity between 2018 and 2022:
• A Street/Betteravia Road (#1): 15 collisions including three injury collisions were reported within 250' of the intersection. Six collisions occurred due to unsafe speeds, four due to traffic signals and signs, three due to improper turning or passing, and two due to other or not stated reasons. There is a pattern of eastbound rear end collisions. Modified signal timing inputs are recommended as detailed in the local transportation analysis.
• A Street/McCoy Lane (#2): No collisions were reported. • Skyway Drive/Fairway Drive (#3): Eight collisions including two injury collisions were reported within 250' of the intersection. Three collisions occurred due to unsafe speeds, two collisions occurred due to improper turning, two due to driving under the influence, and one due to traffic signals and signs.

No collision patterns were observed.
• A Street/Fairway Drive: Three non -injury collisions were reported within 250' of the intersection. All three collisions occurred due to unsafe speeds resulting in hitting an object. Additional delineation through the knuckle is recommended as detailed in the local transportation analysis.

No additional collisions were reported on A Street south of Betteravia Road. Four additional collisions were reported Fairway Drive between A Street and Skyway Drive due to right of way violations and improper passing; however, no collision patterns were observed. No fatal, severe injury, bicycle, or pedestrian collisions were reported in the project vicinity.

2.5 RTP CONSISTENCY
SBCAG's 2021 Regional Transportation Plan (RTP) serves as the blueprint for regional development patterns.

It includes visions, goals, and policies relevant to the proposed project. The five goals include the following • Environment: Foster patterns of growth, development and transportation that protect natural resources and lead to a healthy environment.
• Mobility & System Reliability: Ensure the reliability of travel by all modes. • Equity: Ensure that the transportation and housing needs of all socio-economic groups are adequately served.
• Health & Safety: Improve public health and ensure the safety of the regional transportation system.

Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study CEQA Transportation Analysis ti
• A Prosperous Economy: Achieve economically efficient transportation patterns and promote regional prosperity and economic growth.

The project is consistent with the plan by providing local jobs.

Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
9 Local Transportation Analysis

3.0 Local Transportation Analysis
The following sections summarize the deficiency thresholds, existing traffic volumes, existing plus project conditions, site access and circulation, and cumulative conditions relevant to City transportation policy.

3.1 DEFICIENCY THRESHOLDS
While level of service (LOS) is not an allowable CEQA metric it remains in planning documents. The level of service thresholds for intersections based on the 6th Edition Highway Capacity Manual (HCM) are presented in Table 1.

Table 1: Intersection LOS Thresholds
Intersection Level of Service Thresholds
Signalized Intersections)
Control Delay Level of
(sec/vehicle) Service
510 A
Stop Controlled Intersections2
Control Delay Level of
(sec/vehicle) Service
510 A
>10-20 B >10-15 B
> 20 - 35
C > 15-25
C
>35-55 D >25-35 D
> 55 - 80
E >35-50
E
>80 1 F >50orv/c>1 F

1. Source: Exhibit 19-8 of the Highway Capacity Manual 6th Edition.

2. Source: Exhibits 20-2 and 21-8 of the Highway Caoadty Manual 6`h Edition.

The City of Santa Maria considers LOS D acceptable for roadway and intersection operations. The intersection LOS was calculated using the PTV Vistro 2023 software package applying the Highway Capacity Manual (HCM) 6th Edition methodology.

3.2 EXISTING TRAFFIC VOLUMES
Intersection turning movement counts were collected at the study intersections in May 2023 during the weekday AM and PM peak hours when local schools were in session. The existing intersection volumes and lane configurations are shown in Figure 2. The traffic count data sheets are included as Appendix A.

3.3 EXISTING PLUS PROJECT CONDITIONS
This section evaluates the effects of the proposed project on the surrounding transportation network. The amount of project traffic affecting the study locations is estimated in three steps: trip generation, trip distribution, and trip assignment. Trip generation refers to the total number of trips generated by the site. Trip distribution identifies the general origins and destination of these trips, and trip assignment specifies the routes taken to reach these origins and destinations.

Central Coast Transportation Consulting September 2023

Figure 2: Lane Configurations and Existing Volumes
Betteravia Rd

PROJECT
SITE
N
Not to Scale
Existing Lane Configurations
#1: A St/Betteravia Rd
#2: A St/McCoy Ln
#3: Skyway Dr/Fairway Dr
,Ih
Existing AM Peak Hour Volumes
#1: A St/Betteravia Rd
�1,N
32 77
116
COc,c.)
255
51 #2: A St/McCoy Ln
3 0
2 68
21 #3: Skyway Dr/Fairway Dr
-co
)IL
94 J • _ 54
1221
1 AVW
Existing PM Peak Hour Volumes
#1: A St/Betteravia Rd
�ON
249
560
131
JIB.
doD
CO
26 339
#2: A St/McCoy Ln
3 6
7 #3: Skyway Dr/Fairway Dr

1.7 133
14 127
J
146
12 16
Central Coast Transportation Consulting
Traffic Engineering & Transportation Planning
A Street at Fairway General Plan Amendment and Rezone
September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
11 Local Transportation Analysis

3.3.1 Project Trips
The Institute of Transportation Engineers (ITE) Trip Generation Manual 11th Edition was used to estimate the project trip generation for the potential on -site uses as shown in Table 2.

Table 2: Project Trip Generation
Trip Generation
Land Use
Light Industrial1
Industrial Park2
Manufacturing3
Size
100 KSF
100 KSF
100 KSF
Weekday AM Peak Hour PM Peak Hour
Daily In Out Total In Out Total
Maximum Vehicle Trips
426
337
579
579
63 9 72
28 6 34
54 17 71
54 17 71
6 34 40
7 27 34
22 48 70
22 48 70
KSF = Thousand Square Feet; ITE = Institute of Transportation Engineers.

1. ITE Land Use Code #110, General Light Industrial. Fitted curve equations used.

2. ITE Land Use Code #130, Industrial Park. Average rates used.

3. ITE Land Use Code #140, Manufacturing. Fitted curve equations used.

The manufacturing land use produces the highest number of trips, and is therefore used in the analysis to present the most conservative scenario. The proposed project is estimated to generate a maximum of 579 net new vehicle trips per weekday, induding 71 AM peak hour trips and 70 PM peak hour trips with manufacturing uses. Figure 3 summarizes the project trip distribution and assignment.

3.3.2 Existing Plus Project Intersection Operations
Table 3 presents the LOS for the study intersections under Existing and Existing Plus Project Conditions and Table 4 summarizes the key queues. The Existing Plus Project volumes are shown on Figure 4 with detailed calculation sheets are included in Appendix B.

Table 3: Existing and Existing Plus Project Intersection Levels of Service Existing and Existing Plus Project Intersection Levels of Service Peak Existing Existing + Project
Intersection Hour Delays LOS Delays LOS

1. A St/Betteravia Rd
AM
PM

26.1 C

30.3 C

26.7 C

31.2 C

2. A St/McCoy Ln
AM
PM
AM
PM

3.7 (11.6) B

4.4 (11.5) B

18.9 B

22.9 C

3.5 (12.0) B

4.1 (11.9) B

19.5 B

23.1 C

3. Skyway Dr/Fairway Dr

1. I-ICM 6th average control delay in seconds per vehicle. For side -street -stop controlled intersections the worst approach's delay is reported in parentheses next to the overall intersection delay.

All the study intersections operate at LOS C or above under existing conditions with or without the project.

Central Coast Transportation Consulting
September 2023

Figure 3: Project Trip Distribution and Assignment
5%
Betteravia Rd

PROJECT
SITE
15%
35%
5%
McCoy Ln
Fairway Dr
15%
N
Not to Scale
25%
Project Trip
Distribution
Project AM Peak Hour Site Trips
#1: A St/Betteravia Rd
0 0
a
0 19
#2: A St/McCoy Ln
0 0
0 O O
c.
0 0
3 #3: Skyway Dr/Fairway Dr
3 0
4 moo
too
0 0
0 Project PM Peak Hour Site Trips
#1: A St/Betteravia Rd
�1~
o J o°
o — 0
co
CV
#2: A St/McCoy Ln
o J
'J1L.
o
#3: Skyway Dr/Fairway Dr
7 12
MOO
oOo
0 0
0 Central Coast Transportation Consulting
Traffic Engineering 8 Transportation Planning
a —
A Street at Fairway General Plan Amendment and Rezone
September 2023

Figure 4: Existing Plus Project Volumes
Betteravia Rd
N
Not to Scale

PROJECT
SITE
McCoy Ln
Fairway Dr
#1: A St/Betteravia Rd
no
102
3774
12 255
70 #2: A St/McCoy Ln
1 L
3 0 68
9 2
24 No
#3: Skyway Dr/Fairway Dr
$ZES
.•)!97
126 1
•
34 5
1 Existing Plus Project PM Peak Hour Trips
#1: A St/Betteravia Rd
�N C"
N
560
134
366
47 #2: A St/McCoy Ln
3 7
M co
N 010,
101
12 #3: Skyway Dr/Fairway Dr
1c.
140
14 139 -4.
(0CP
146
12 16
Central Coast Transportation Consulting
Traffic Engineering 8 Transportation Planning
a —
A Street at Fairway General Plan Amendment and Rezone
September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
14 Local Transportation Analysis
Table 4: Existing and Existing Plus Project Intersection Queues Existing and Existing Plus Project Intersection Queues
Storage Peak 95th percentile Queue (ft)1
Movement
Intersection Length (ft) Hour Existing (EX) EX + Project

1. A St/Betteravia Rd
EBL
WBL
SBL
EBL
WBL
NBL
SBL
150
250
100
100
100
140
150
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
75 78
205 213
37 53
33 42
15 16
24 25
58 62
95 102
1 1
10 10
92 103
68 74
52 54
30 31

3. Skyway Dr/Fairway Dr

1. Queue length in feet that would not be exceeded 95 percent of the time. # indicates that the 95th percentile volume exceeds capacity and the queue may be longer. Bold indicates queue length longer than storage length.

The following queue lengths exceed storage:
• A Street/Betteravia Road (#1): The eastbound left turn lane exceeds the storage length in the PM peak hour with and without the addition of project volumes; however, the project increases the queue by less than one vehicle, an insignificant amount.
• Skyway Drive/Fairway Drive (#3): The eastbound left turn lane queue exceeds the storage length in the PM peak hour with the addition of project volumes; however, there is additional storage in the bay taper to accommodate the queue.

Queuing was also observed on Betteravia Road eastbound west of A Street during the PM peak hour; however, the project would increase the queue by less than one vehicle, an insignificant amount.

We recommend the City update the following traffic signal timing inputs for consistency with the California Manual on Uniform Traffic Control Devices (CAMUTCD) and the National Cooperative Highway Research Program (NCHRP) recommendations:
• Minimum Green Time:
o Left turn phases: 7.0 seconds.
o Fairway Drive and A Street through phases: 8.0 seconds. o Skyway Drive through phases: 10.0 seconds. Note that Betteravia Road currently has 10.0 seconds of minimum green time.
• Yellow Clearance Interval:
o Fairway Drive and A Street approaches: 4.1 seconds for left turn and 4.4 seconds for through phases.
o Betteravia Road approaches: 4.4 seconds for left turn and 4.8 seconds for through phases. o Skyway Drive approaches: 4.1 seconds for left turn and 4.4 seconds for through phases. • Red Clearance Interval:

Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study Local Transportation Analysis 1a
o Left turn phases: 2.0 seconds.
o A Street through phases: 1.5 seconds.
o All other phases: Existing 1.0 seconds recommended.
• Pedestrian Clearance Interval (Flashing Don't Walk):
o Betteravia Road/A Street (#1) northbound A Street approach: Increase to 29.0 seconds. o Fairway Drive/Skyway Drive (#3) eastbound and westbound Fairway Drive approaches:

Increases to 26.0 seconds.
o Fairway Drive/Skyway Drive (#3) northbound Skyway Drive approach: Increase to 19.0 seconds.

We also recommend that crosswalks be striped on Skyway Drive at the Fairway Drive/Skyway Drive (#3) intersection. Additional signal timing modifications including max limits or coordination could also be considered but were not included in the analysis.

3.4 SITE ACCESS AND ON -SITE CIRCULATION
The site plan is preliminary at this time and no access or frontage improvements are shown. We recommend that the project construct curb, gutter, and sidewalk on project frontage extending to existing sidewalks on A Street and Fairway Drive. There are currently utilities conflicting with the frontage improvements; however, they will be undergrounded as part of the project as required by the City.

We also recommend a Class II bike lane be striped on Fairway Drive connecting to the existing bike lanes on A Street and Skyway Drive. We recommend the bike lane be striped through the A Street/Fairway Drive knuckle and parking be restricted within the knuckle. We also recommend that the project provide convenient pedestrian and bicycle access between the land uses on the project site and the frontage improvements.

We concur with the City that the primary project access should be located on A Street approximately 300 feet north of Fairway Drive across from the existing driveway. We also recommend that a secondary project access restricted to right -in, right -out be considered on A Street within the knuckle. The additional driveway would provide secondary access for emergency services. If the alternative site on the southern end of the parcel is developed, the access would be located at the south leg of A Street/Fairway Drive.

The Mahoney Ranch North Specific Plan located west of this project site is proposed to include both residential and commercial uses. The project proposes extending Fairway Drive and McCoy Lane west of A Street. The development timeline is currently unknown. We recommend the project dedicate right of way and construct improvements consistent with future development.

3.5 CUMULATIVE CONDITIONS
This Cumulative Conditions represents future traffic conditions including buildout of regional and local land uses. Cumulative traffic volume forecasts were developed using outputs from SBCAG's Travel Demand Model (TDM). No improvements were assumed at the study intersections under Cumulative Conditions. Under Cumulative Conditions a PHF of 0.92 was used for the analysis. However, if the existing PHF exceeded this value the higher PHF was used. Cumulative volumes are shown on Figure 5 and Cumulative Plus Project volumes are shown on Figure 6.

Central Coast Transportation Consulting September 2023

Figure 5: Cumulative Volumes
Betteravia Rd
N
Not to Scale

PROJECT
SITE
McCoy Ln
Fairway Dr
Cumulative AM Peak Hour Trips
#1: A St/Betteravia Rd
120
440
140
20 �---- 300
60 #2: A St/McCoy Ln
10 0
10 Op...

N• 1.,
70 10
30 #3: Skyway Dr/Fairway Dr
000
N t��
•The.
}
110
0 -• •
100
10 Cumulative PM Peak Hour Trips
#1: A St/Betteravia Rd
650290
0 C'0 0
NCO
J t
mir
00 30
430
50 #2: A St/McCoy Ln
10 10
10 110
10 20
#3: Skyway Dr/Fairway Dr
0 c,00
}
160 J 220
20 20
1 -
0-I.
30 mir
_L co
Central Coast Transportation 'GMT
Traffic Engineering & Transportation Planning
_T
A Street at Fairway General Plan Amendment and Rezone
•
September 2023

Figure 6: Cumulative Plus Project Volumes
Betteravia Rd
N
Not to Scale

PROJECT
SITE
McCoy Ln
Fairway Dr
Cumulative Plus Project AM Peak Hour Trips
#1: A St/Betteravia Rd
120
440
148
J L
CVO
20 79
#2: A St/McCoy Ln
10 10
OO).-
O)a-
70 10
33 #3: Skyway Dr/Fairway Dr
20 154
J
CO 00
N a -
r
50 10
10 Cumulative Plus Project PM Peak Hour Trips
#1: A St/Betteravia Rd
NOS
650
163
30 430
58 #2: A St/McCoy Ln
10 10
10 0
OMN
110
10 21
#3: Skyway Dr/Fairway Dr
167
20 -i
162
co
OD
0 0
r
220
20 30
Central Coast Transportation Consulting
Traffic Engineering 8 Transportation Planning
a —
A Street at Fairway General Plan Amendment and Rezone
•
September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
1,
Local Transportation Analysis
Table 5 summarizes the vehicular LOS for the study intersections under Cumulative and Cumulative Plus Project Conditions, Table 6 summarizes the key queues. Detailed calculation sheets are included in Appendix B.

Table 5: Cumulative and Cumulative Plus Project Intersection LOS Cumulative and Cumulative Plus
Project Intersection Levels of Service
Cumulative Cumulative + Project
Delays LOS Delays LOS
Peak
Intersection Hour

1. A St/Betteravia Rd
AM
PM
AM
PM
AM
PM

32.2 C

50.4 D

4.0 (11.4) B

5.0 (13.2) B

21.2 C

25.2 C

33.3 (

52.0 D

3.8 (11.7) B

4.8 (13.7) B

21.9 C

25.8 C

2. A St/McCoy Ln

3. Skyway Dr/Fairway Dr

All study intersections operate acceptably at LOS D or better under Cumulative Conditions with and without the project.

Table 6: Cumulative and Cumulative Plus Project Intersection Queues Cumulative and Cumulative Plus Project Intersection Queues Storage Peak 95th percentile Queue (ft)1
Movement
Intersection Length (ft) Hour Cumulative (CM) CM + Project

1. A St/Betteravia Rd
EBI,
WBL
SBL
EBL
WBL
NBL
SBL
1 5i i
250
100
100
100
140
150
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
115 119
431 446
57 79
65 78
30 31
53 54

3. Skyway Dr/Fairway Dr
78 83
125 135
7 8
19 19
122 136
88 95
76 80
38 40

The eastbound left turn queue lengths at A Street/Betteravia Road (#1) and Skyway Drive/Fairway Drive (#3) would continue to exceed storage with and without the addition of project volumes; however, the project increases the queue by less than one vehicle, an insignificant amount.

Central Coast Transportation Consulting
September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
19 References

4.0 References
American Association of State Highway and Transportation Officials (AASHTO). 2018. A Policy on Geometric Design.

California Department of Transportation. May 2020. Vehicle Miles Traveled -Focused Transportation Impact Study Guide.
. 2020. Highway Design Manual.
. 2014, Revision 6. California Manual on Uniform Traffic Control Devices.

California Governor's Office of Planning and Research (OPR). December 2018. Technical Advisory on Evaluating Transportation Impacts in CEQA.

City of Santa Maria. December 2020. General Plan Transportation and Mobility Report Existing Conditions Report.
2009. Bicycle & Pedestrian Master Plan.
. 2001. Environmental Procedures and Guidelines.
. 2011. General Plan Circulation Element.
. 2008. Mahoney Ranch North Specific Plan.

DKS Associates. 2020. Tech Memo VMT Thresholds and Procedures.

Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual, 11th Edition.

Santa Barbara County Association of Governments. 2021. Regional Transportation Plan.

Transportation Research Board. 2016. Highway Capacity Manual, 6th Edition.

Central Coast Transportation Consulting September 2023

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
Appendix A: Traffic Counts
Central Coast Transportation Consulting September 2023

MetroTraffic Data Inc.

LOCATION
COUNTY

COLLECTION DATE
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800.975.6938 Phone/Fax
www.metrotrafficdata.com
Betteravia Rd @ A St
Santa Barbara
Tuesday, May 30, 2023
Turning Movement Report

LATITUDE

LONGITUDE

WEATHER
Prepared For:

Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442

34.9208
-120.4641
Clear
Northbound
Southbound
Eastbound
Westbound
Time
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
7:00 AM - 7:15 AM
20 7
-.
7 2
14 29
3 10
50 24
13 14
62 3
5 7:15 AM -7:30 AM
24 4
4 10
6 21
27 2
20 73
13 9
6 61
3 14
7:30 AM - 7:45 AM
11 5
3 2
3 21
30 1
21 88
37 13
10 48
2 7
7:45 AM - 8:00 AM
23 6
7 4
11 36
23 1
25 112
35 12
19 65
2 7
8:00 AM - 8:15 AM
19 11
8 1
3 27
40 4
27 100
37 14
14 51
2 6
8:15 AM - 8:30 AM
22 7
5 6
4 21
37 5
22 69
23 10
14 67
2 9
8:30 AM - 8:45 AM
18 8
11 6
2 13
45 2
28 96
21 14
4 72
6 9
8:45 AM - 9:00 AM
16 6
4 5
2 20
16 2
25 109
15 20
7 64
6 11
TOTAL
153
54 46
41 33
173
247
20 178
697
205
105
88 490
26 68
Northbound
Southbound
Eastbound
Westbound
Time
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
2:00 PM - 2:15 PM
16 :1
2 8
21 36
99 1/
16 4
71 .,
9 2:15 PM - 2:30 PM
15 7
8 6
3 18
37 7
46 116
33 9
9 85
6 12
2:30 PM - 2:45 PM
21 27
12 6
2 10
25 7
55 114
23 10
9 83
6 13
2:45 PM - 3:00 PM
31 19
11 6
:4
13 34
6 48
128
17 9
13 70
7 4
3:00 PM - 3:15 PM
25 25
14 4
!
11 36
59 154
18 10
6 90
5 10
3:15 PM - 3:30 PM
17 23
8 4
3 7
48 13
53 138
34 12
13 92
5 12
3:30 PM - 3:45 PM
31 25
10 5
_
9 32
3 77
145
36 14
8 104
4 14
3:45 PM - 4:00 PM
27 19
8 4
2 10
40 5
61 140
31 10
10 80
6 15
4:00 PM - 4:15 PM
39 21
14 5
6 15
39 6
58 137
30 11
8 90
11 12
4:15 PM - 4:30 PM
33 22
10 2
5 13
27 o
54 130
36 12
11 95
3 16
4:30 PM - 4:45 PM
32 29
10 2
4 15
29 6
34 104
28 12
8 97
3 10
4:45 PM - 5:00 PM
32 7
4 3
7 8
37 6
35 100
25 13
1 100
6 8
5:00 PM -5:15 PM
35 31
8 1
6 7
32 3
52 84
18 7
6 93
7 7
5:15 PM - 5:30 PM
20 13
7 0
4 5
25 3
38 105
14 6
5 84
10 6
5:30 PM - 5:45 PM
11 18
4 1
7 7
32 3
33 73
15 7
5 78
5 8
5:45 PM - 6:00 PM
20 8
5 3
5 10
29 1
34 70
10 8
3 78
7 2
TOTAL
405
305
137
54 99
166
523
83 773
1837
385
166
119
1390
94 158
Northbound
Southbound
Eastbound
Westbound

PEAK HOUR
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
7:45 AM - 8:45 AM
82 32
31 17
_.,
97 145
12 102
377
116
50 51
255
12 31
3:15 PM - 4:15 PM
114
88 40
18 27
41 159
27 249
560
131
47 39
366
26 53
PHF
Betteravia Rd

0.911

0.865
AM
PM
AM
A St
PHF
159
41 27

0.901
145
97 20

0.936
A
North
r
PHF

0.954
82 32
31 0.818
114
88 40
A St
AM
PM
AM
PM
12 26
255
366
51 39

0.924

0.929
Betteravia Rd
PHF

Page 1 of 3 ends

MetroTraffic Data Inc.

LOCATION
COUNTY

LATITUDE

LONGITUDE

WEATHER
Prepared For:

Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442

34.9208
-120.4641
Clear
Northbound Bikes
N.Leg
Peds
Southbound Bikes
S.Leg
Peds
Eastbound Bikes
E.Lcg
Peds
Westbound Bikes
W.Leg
Peds
Time
Left
Thni
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
7:OO AM -7:15 AM
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
7:15 AM -7:30 AM
0 0
0 1
0 1
0 0
0 0
0 1
0 0
0 0
7:30 AM -7:45 AM
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
7:45 AM-8:OOAM
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
8:OO AM -8:15 AM
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
5:15 AM -8:30 AM
0 2
0 1
0 0
0 0
0 0
0 0
0 0
0 0
8:30 AM -8:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
8:45 AM -9:00 AM
0 0
1 0
0 0
0 0
0 0
1 1
0 1
0 0
TOTAL
0 2
1 2
0 3
1 0
0 1
1 2
0 1
0 0
Northbound Bikes
N.Leg
Peds
Sou hbound Bikes
S.Leg
Peds
Eastbound Bikes
E.Leg
Peds
Westbound Bikes
W.Leg
Peds
Time
Left
Thni
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2:00 PM -2:15 PM
0 0
0 0
0 0
2 0
0 0
0 0
2:15 PM -2:30 PM
0 0
0 _
0 0
0 0
0 0
0 0
0 0
2 0
0 2:30 PM -2:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
2:45 PM-3:OOPM
0 0
0 0
0 0
0 0
1 0
1 0
0 0
0 0
3:00 PM -3:15 PM
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
3:15 PM -3:30 PM
0 0
0 0
0 0
0 0
1 1
0 0
0 0
0 0
3:30 PM -3:45 PM
0 0
0 3
0 0
1 0
0 0
0 1
0 0
0 0
3:45 PM -4:00 PM
0 1
0 0
0 0
0 0
1 0
0 0
0 1
0 0
4:00 PM -4:15 PM
0 0
0 0
0 0
0 0
0 1
0 1
0 0
0 0
4:15 PM -4:30 PM
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
4:30 PM -4:45 PM
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
4:45 PM-5:OOPM
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
5:00 PM -5:15 PM
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
5:15 PM -5:30 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
5:30 PM -5:45 PM
0 0
0 0
0 0
0 1
0 0
0 0
0 0
1 0
5:45 PM -6:00 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
TOTAL
0 1
0 3
0 0
3 2
4 4
1 3
0 4
2 0
Northbound Bikes
N.Leg
Peds
Sou hbound Bikes
S.Leg
Peds
Eastbound Bikes
E.Leg
Peds
Westbound Bikes
W.Leg
Peds

PEAK HOUR
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
7:45 AM -8:45 AM
2 2
0 ..
0 1
0 0
1 0
0 0
0 ..
0 3:15 PM -4:15 PM
2 1
0 3
0 0
1 ..
2 2
0 2
0 1
..
0 AM Peak Total
PM Peak Total
Betteravia Rd
a-
a
0 0
PM
AM
Peds <>
A St
Peds <>
1 0
0 3
1 0
0 1
t
0 0
2 0
0 0
1 0
A St
AM
PM
AM
PM
0 0
0 1
0 0
2 Betteravia Rd

Page 2 of 3 ends

MetroTraffic Data Inc.

LOCATION
COUNTY

COLLECTION DATE
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800.975.6938 Phone/Fax
www.metrotrafficdata.com
A St @ McCoy Ln
Santa Barbara
Tuesday, May 30, 2023
Turning Movement Report

LATITUDE

LONGITUDE

WEATHER
Prepared For:

Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442

34.9160
-120.4642
Clear
Northbound
Southbound
Eastbound
Westbound
Time
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
7:00 AM - 7:15 AM
1 22
3 15
22 1
1 0
1 0
1 1
1 21
2 7:15 AM -7:30 AM
0 24
2 6
4 26
2 0
0 0
1 0
5 2
11 1
7:30 AM -7:45 AM
1 17
0 1
15 36
2 3
0 0
0 0
3 0
9 1
7:45 AM - 8:00 AM
2 22
2 2
18 46
0 2
2 0
0 1
8 3
19 2
8:00 AM -8:15 AM
3 21
4 1
14 41
4 1
0 0
2 1
6 1
16 2
5:15 AM -8:30 AM
0 13
3 2
12 29
6 3
1 0
0 1
4 5
24 4
8:30 AM -8:45 AM
4 16
3 3
8 19
3 2
0 0
1 0
2 0
11 2
8:45 AM -9:00 AM
3 18
9 2
10 20
7 2
3 0
1 2
4 2
11 4
TOTAL
14 153
26 21
96 239
25 14
6 1
5 6
33 14
122
18 Northbound
Southbound
Eastbound
Westbound
Time
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
2:OO PM -2:15 PM
1 :i
1 0
9 16
3 0
1 1
1 1
1 16
1 2:15 PM -2:30 PM
3 13
2 1
23 24
2 6
2 0
5 3
3 0
11 6
2:30 PM -2:45 PM
1 19
4 4
13 17
0 3
12 4
4 6
3 0
30 3
2:45 PM -3:00 PM
0 13
2 2
17 15
1 2
11 3
6 1
2 0
23 4
3:00 PM -3:15 PM
0 22
3 4
16 13
0 1
5 1
1 0
3 0
19 1
3:15 PM -3:30 PM
1 10
3 2
24 21
1 2
2 1
0 0
3 0
23 5
3:30 PM - 3:45 PM
1 21
5 2
23 21
0 2
1 0
1 0
2 0
28 3
3:45 PM - 4:00 PM
1 23
0 1
19 29
0 7
2 1
0 0
0 0
24 3
4:00 PM - 4:15 PM
0 31
2 5
25 27
2 3
1 0
2 1
2 0
26 2
4:15 PM - 4:30 PM
2 20
7 2
29 30
0 4
0 3
3 0
3 1
27 1
4:30 PM - 4:45 PM
1 24
8 2
25 35
0 4
0 2
2 0
6 1
24 2
4:45 PM-5:OOPM
0 5
1 0
17 30
0 7
0 0
0 0
3 1
27 1
5:OO PM -5:15 PM
0 34
1 0
9 25
0 3
1 1
0 0
2 0
28 2
5:15 PM -5:30 PM
0 14
2 0
7 14
0 0
0 0
0 0
2 0
21 2
5:30 PM -5:45 PM
0 4
1 0
13 16
0 1
0 0
1 0
1 0
18 2
5:45 PM -6:00 PM
0 14
0 1
5 12
0 2
2 2
2 0
1 0
15 2
TOTAL
11 278
42 26
274
345
9 51
39 19
28 12
37 4
360
40 Northbound
Southbound
Eastbound
Westbound

PEAK HOUR
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
7:30 AM - 8:30 AM
u
73 9
6 59
152
12 9
.,
..
?
3 21
9 68
9 3:45 PM -4:45 PM
4 98
17 10
98 121
2 18
3 6
7 1
11 2
101
8 PHF
Driveway,

0.667

0.625
PM
AM
PM
AM
A St
PHF
2 121
98 0.921
12 152
59 0.871
A
North
r
PHF

0.786
6 73
9 0.902
4 98
17 A St
AM
PM
AM
PM
68 101
9 2
21 11

0.742

0.919
PHF
McCoy Ln

Page 1 of 3 ends

MetroTraffic Data Inc.

LOCATION
COUNTY

COLLECTION DATE
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800.975.6938 Phone/Fax
www.metrotraf ficdata.com
A St @ McCoy Ln
Santa Barbara
Tuesday, May 30, 2023
Turning Movement Report

LATITUDE

LONGITUDE

WEATHER
Prepared For:

Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442

34.9160
-120.4642
Clear
Northbound Bikes
N.Leg
Pods
Southbound Bikes
S.Leg
Peds
Eastbound Bikes
E.Leg
Peds
Westbound Bikes
W.Leg
Peds
Time
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
7:OO AM -7:15 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
7:15 AM -7:30 AM
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
7:30 AM -7:45 AM
0 0
0 0
0 1
0 1
0 0
0 0
0 1
0 0
7:45 AM -8:00 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
8:OOAM-8:15 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
8:15 AM -8:30 AM
0 1
0 0
0 0
0 1
0 0
0 0
0 0
1 0
8:30 AM -8:45 AM
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 1
8:45 AM -9:00 AM
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
TOTAL
0 1
0 0
0 2
0 4
0 0
0 0
0 1
1 1
Northbound Bikes
N.Leg
Peds
Sou hbound Bikes
Slog
Peds
Eastbound Bikes
Right
E.Leg
Peds
Westbound Bikes
W.Leg
Peds
Time
Left
Thni
Right
Left
Thru
Right
Left
Thru
Left
Thru
Right
2:00 PM -2:15 PM
5 0
0 0
0 0
0 0
0 0
0 0
0 0
2:15 PM -2:30 PM
0 0
0 _
0 0
0 0
1 0
0 0
0 0
0 0
0 2:30 PM -2:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2:45 PM-3:OOPM
0 0
0 0
0 1
0 1
0 1
0 1
0 0
0 0
3:00 PM -3:15 PM
0 0
0 0
0 0
0 0
0 0
0 3
0 0
0 0
3:15 PM -3:30 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
3:30 PM -3:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
3:45 PM -4:00 PM
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4:00 PM -4:15 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4:15 PM -4:30 PM
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
4:30 PM -4:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4:45 PM-5:OOPM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
5:00 PM -5:15 PM
0 0
0 0
0 0
0 1
0 0
0 0
1 0
0 0
5:15 PM -5:30 PM
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
5:30 PM -5:45 PM
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
5:45 PM -6:00 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
TOTAL
0 1
0 1
0 1
0 3
0 1
0 5
2 0
0 1
Northbound Bikes
N.Leg
Peds
Sou hbound Bikes
S.Leg
Peds
Eastbound Bikes
E.Leg
Peds
We tbound Bikes
W.Leg
Pods

PEAK HOUR
Left
Thru
Right
Loft
Thru
Right
Left
Thru
Right
Left
Thru
Right
7:30 AM -8:30 AM
0 1
0 0
..
1 0
2 0
0 0
0 0
1 1
0 3:45 PM -4:45 PM
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
AM Peak Total
PM Peak Total
Driveway
a
a
0 0
PM
AM
Pods <>
A St
Peds <>
o
o
0 1
0 1
0 0
t
2 0
1 0
0 0
1 0
A St
AM
PM
AM
PM
1 0
1 0
0 0
0 McCoy Ln

Page 2 of 3 ends

nr:h -,
MetroTraffic Data Inc.

LOCATION
COUNTY

COLLECTION DATE
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230
800.975.6938 Phone/Fax
www.metrotrafficdata.com
Fairway Dr @ Skyway Dr
Santa Barbara
Tuesday, May 30, 2023
Turning Movement Report

LATITUDE

LONGITUDE

WEATHER
Prepared For:

Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442

34.9135
-120.4541
Clear
Northbound
Southbound
Eastbound
Westbound
Time
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
7:00 AM - 7:15 AM
33 1 11
3 3
23 85
31 7
10 1
20 2
1 5
12 12
7:15 AM -7:30 AM
27 106
3 5
13 118
28 2
6 1
20 1
0 5
16 13
7:30 AM - 7:45 AM
39 127
0 6
20 154
26 3
12 6
18 7
1 0
6 2
7:45 AM - 8:00 AM
53 144
6 5
29 172
69 4
12 3
35 5
0 3
3 3
8:00 AM - 8:15 AM
40 137
4 1
24 150
50 4
30 0
41 4
0 0
17 4
8:15 AM - 8:30 AM
22 109
3 6
16 160
37 19
40 3
28 17
0 2
8 1
8:30 AM - 8:45 AM
29 117
4 11
13 99
25 11
30 3
28 19
0 2
10 2
8:45 AM - 9:00 AM
34 104
7 12
11 98
21 7
20 3
16 14
1 0
14 3
TOTAL
277
955
30 49
149
1036
287
57 160
20 206
69 3
17 86
40 Northbound
Southbound
Eastbound
Westbound
Time
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
2:00 PM - 2:15 PM
18 55
2 4
10 97
11 7
20 2
21 !
2 22
8 2:15 PM -2:30 PM
11 118
1 5
15 96
16 12
18 3
17 4
3 0
20 3
2:30 PM - 2:45 PM
22 123
1 7
16 103
17 9
53 2
21 3
3 0
20 5
2:45 PM - 3:00 PM
23 98
1 13
17 143
39 10
29 3
26 2
2 6
28 3
3:00 PM -3:15 PM
19 159
1 8
10 138
12 3
49 3
16 8
2 3
24 3
3:15 PM -3:30 PM
17 155
1 15
15 115
20 13
23 2
16 2
1 1
19 2
3:30 PM - 3:45 PM
25 186
2 13
12 183
14 11
47 3
27 0
3 3
72 2
3:45 PM - 4:00 PM
20 124
2 6
10 141
24 10
23 2
27 3
6 4
33 1
4:00 PM - 4:15 PM
24 220
0 9
7 146
14 6
38 3
40 3
4 2
20 1
4:15 PM - 4:30 PM
22 163
1 6
11 114
19 5
25 6
33 5
3 3
21 0
4:30 PM - 4:45 PM
13 146
0 3
13 155
20 10
81 4
37 5
1 4
29 1
4:45 PM -5:00 PM
14 126
2 8
9 122
18 12
47 4
31 6
1 0
13 0
5:00 PM - 5:15 PM
13 132
1 4
9 175
13 8
80 2
47 5
14 5
41 0
5:15 PM -5:30 PM
15 130
1 7
5 116
7 5
29 0
26 2
1 0
20 1
5:30 PM - 5:45 PM
6 96
1 3
6 88
12 6
23 1
20 2
4 2
11 0
5:45 PM - 6:00 PM
9 83
0 3
5 117
20 7
27 0
13 0
0 0
7 0
TOTAL
271
2154
17 114
170
2049
276
134
612
40 418
57 51
35 400
30 Northbound
Southbound
Eastbound
Westbound

PEAK HOUR
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
Left
Thru
Right
Trucks
7:30 AM - 8:30 AM
154
517
13 18
89 636
182
30 94
12 122
33 1
5 .,-
10 3:30 PM -4:30 PM
91 693
5 34
40 584
71 32
133
14 127
11 16
12 -5
4 PHF
Fairway Dr

0.846

0.803
133
94 14
12 127
122
PM
AM
PM
AM
Skyway Dr
PHF
71 584
40 0.831
182
636
89 0.84
1 � L
North
1 r41 t
PHF

0.842

0.808
154
517
13 91
693
5 Skyway Dr
AM
PM
AM
PM
34 146
5 12
16 0.588

0.558
PHF
Fairway Dr

Page 1 of 3 ends

MetroTraffic Data Inc.

LOCATION
COUNTY

LATITUDE

LONGITUDE

WEATHER
Prepared For:

Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442

34.9135
-120.4541
Clear
Northbound Bikes
N.Leg
Peds
Southbound Bikes
S.Lcg
Peds
Eastbound Bikes
E.Lcg
Peds
Westbound Bikes
W.Leg
Peds
Time
Left
Thni
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
7:OO AM -7:15 AM
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
7:15 AM -7:30 AM
0 1
0 0
0 0
0 1
0 0
0 0
0 0
0 0
7:30 AM -7:45 AM
0 1
0 0
0 0
0 0
0 1
0 0
0 0
0 1
7:45 AM -8:00 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
8:OO AM -8:15 AM
1 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
5:15 AM -8:30 AM
0 1
0 0
0 0
0 1
0 0
0 0
0 0
0 0
8:30 AM -8:45 AM
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
8:45 AM -9:00 AM
0 0
0 _ 0
0 0
1 0
0 0
0 0
0 0
1 0
TOTAL
1 3
0 0
0 1
1 2
0 1
0 2
0 0
1 1
Northbound Bikes
N.Leg
Peds
Sou hbound Bikes
S.Lcg
Peds
Eastbound Bikes
E.Leg
Peds
Westbound Bikes
W.Leg
Peds
Time
Left
Thnt
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2:00 PM -2:15 PM
5 0
0 0
2 0
0 2
0 2
0 0
0 2
0 0
2:15 PM -2:30 PM
0 0
0 _
0 0
1 0
0 0
0 0
1 0
0 0
0 2:30 PM -2:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2:45 PM-3:OOPM
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
3:00 PM -3:15 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
3:15 PM -3:30 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
3:30 PM -3:45 PM
0 0
0 0
0 0
0 6
0 0
0 0
0 1
0 0
3:45 PM -4:00 PM
0 0
0 0
0 0
0 8
0 0
0 0
0 0
0 0
4:00 PM -4:15 PM
0 1
0 0
0 0
0 4
0 0
0 0
0 0
0 0
4:15 PM -4:30 PM
0 0
0 0
0 0
0 2
0 0
0 0
0 0
0 0
4:30 PM -4:45 PM
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
4:45 PM - S:OOPM
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
5:00 PM -5:15 PM
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
5:15 PM -5:30 PM
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
5:30 PM -5:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
5:45 PM -6:00 PM
0 0
0 0
0 1
0 1
0 0
0 0
0 0
0 0
TOTAL
0 2
0 0
0 3
0 22
0 0
1 2
0 1
0 0
Northbound Bikes
N.Leg
Peds
Sou hbound Bikes
S.Leg
Peds
Eastbound Bikes
E.Leg
Peds
Westbound Bikes
W.Leg
Peds

PEAK HOUR
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
7:30 AM -8:30 AM
1 2
0 0
..
0 0
1 0
1 0
1 0
0 ..
1 3:30 PM -4:30 PM
2 1
0 0
0 0
0 20
0 0
0 0
0 1
..
0 AM Peak Total
PM Peak Total
Fairway Dr
0 0 0
0 0
PM
0 AM
PM
AM
North
Skyway Dr
Peds <>
o
o
0 0
0 0
0 0
I
- r
t r
Peds <>
1 1
2 0
20 0
1 0
Skyway Dr
AM
PM
AM
PM
0 0
0 0
0 0
a
Fairway Dr

Page 2 of 3 ends

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
Appendix B: Intersection Calculation Sheets
Central Coast Transportation Consulting September 2023

0.484

26.1 C
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
WB Thru

0.023

13.1 B
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
NB Left

0.464

18.9 B
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 1: 1 EX AM

26.1 C

0.484
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Name
A St
A St
Be Rd
Be Rd
Base Volume Input [veh/h]
8 3
3 2
9 1
1 3
1 5
2 1
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

8. 8.

Growth Factor

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Tum on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
8 3
3 2
9 1
1 3
1 5
2 1
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
2 9
9 5
2 4
2 1
3 1
7 3
Total Analysis Volume [veh/h]
9 3
3 2
1 1
1 4
1 5
2 1
Presence of On -Street Parking
N
N
N
N
N
N
N
N
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 1
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
2 0
1 0
Central Coast Transportation Consulting 3

Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

0.00 Phasing & Timing
Control Type
Prot
Per
Per
Prot
Per
Per
Prot
Per
Per
Prot
Per
Per
Signal Group
3 8
7 4
5 2
1 6
Auxiliary Signal Groups
Lead/Lag
Lea
Lea
Lea
Lea
Minimum Green [s]
7 8
7 8
7 10
7 10
Maximum Green [s]
20 30
20 30
20 50
20 50
Amber[s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 100.

Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
66 66
66 66
66 66
66 66
66 66
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
6 16
2 13
6 19
19 5
17 17
g / C, Green / Cycle

0.09 0.24

0.04 0.19

0.09 0.29

0.29 0.07

0.26 0.26
(v / s)_i Volume / Saturation Flow Rate

0.05 0.04

0.01 0.17

0.07 0.23

0.09 0.03

0.16 0.01
s, saturation flow rate [veh/h]
1695
1617
1695
1610
169
178
148
169
178
151
c, Capacity [veh/h]
146
396
60 313
157
509
423
116
466
395
dl, Uniform Delay [s]

29.22 19.74

31.21 25.76

29.1 22.0

18.4 29.7

21.4 18.2
k, delay calibration

0.04 0.04

0.04 0.15

0.15 0.04

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

1.58 0.08

1.36 2.53

2.24 4.51

0.56 1.15

1.77 0.05
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.62 0.17

0.36 0.85

0.71 0.81

0.30 0.48

0.60 0.03
d, Delay for Lane Group [s/veh]

30.80 19.82

32.57 28.29

31.4 26.5

19.0 30.8

23.1 18.2
Lane Group LOS
C
B
C

C C C B C C B
Critical Lane Group
Yes
No
No
Yes
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

1.34 0.77

0.34 3.87

1.67 5.79

1.39 0.82

3.55 0.14
50th -Percentile Queue Length [ft/In]

33.52 19.18

8.57 96.76

41.6 144.

34.7 20.5

88.7 3.41
95th -Percentile Queue Length [veh/In]

2.41 1.38

0.62 6.97

3.00 9.73

2.50 1.48

6.39 0.25
95th -Percentile Queue Length [ft/In]

60.34 34.53

15.43 174.16

75.0 243.

62.5 36.9
159.

6.13 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
d_M, Delay for Movement [s/veh]

30.8 19.8

19.8 32.5

28.2 28.2

31.4 26.5

19.0 30.8

23.1 18.2
Movement LOS
C B
B
C C
C
C C
B
C C
B
d_A, Approach Delay [s/veh]

26.04 28.62

25.90 24.24
Approach LOS
C
C
C
C
d_l, Intersection Delay [s/veh]

26.06 Intersection LOS
C
Intersection V/C

0.484
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

25.51 25.51

9.78 25.51
I_p,int, Pedestrian LOS Score for Intersection

2.122

2.512

2.418
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
911
911
1520
1520
d_b, Bicycle Delay [s]

9.79 9.78

1.90 1.90
I_b,int, Bicycle LOS Score for Intersection

1.822

2.035

2.637

2.135
Bicycle LOS
A
B
B
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
do
Ring 4
102
um
1 33s
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

Scenario 1: 1 EX AM

13.1 B

0.023
Name
A St
A St
Driveway
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
1 0
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]

50.0 Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
Dnvewa
Mc Ln
Base Volume Input [veh/h]
6 7
9 5
1 1
3 0
2 2
9 6
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

7. 7.

Growth Factor

1. 1.

In -Process Volume [veh/h]
0 0 0 0 0 0 0 0 0 0 0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Total Hourly Volume [veh/h]
6 7
9 5
1 1
3 0
2 2
9 6
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
2 2
3 1
4 4
1 0
1 6
3 2
Total Analysis Volume [veh/h]
7 8
1 6
1 1
4 0
2 2
1 8
Pedestrian Volume [ped/h]
2 0
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.01 0.05

0.01 0.00

0.00 0.04

0.02 0.08
d_M, Delay for Movement [s/veh]

7.70 7.59

12.8 8.98

11.7 13.0

9.10 Movement LOS
A
A
A
A
A
A
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.02 0.01

0.00 0.15

0.00 0.00

0.03 0.03

0.14 0.35

0.35 95th -Percentile Queue Length [ft/In]

0.39 0.20 0.00

3.72 0.00 0.00

0.82 0.82

3.53 8.64 8.64
d_A, Approach Delay [s/veh]

0.52 2.00

11.55 10.05
Approach LOS
A
A
B
B
di, Intersection Delay [s/veh]

3.71 Intersection LOS
B
Central Coast Transportation Consulting 8

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 1: 1 EX AM

18.9 8

0.464
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Name
Sk Dr
Sk Dr
Fa Dr
Base Volume Input [veh/h]
1 5
1 8
6 1
9 1
1 1
5 3
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

5. 5.

Growth Factor

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
4 1
4 2
1 5
2 3
3 0
1 1
Total Analysis Volume [veh/h]
1 5
1 1
7 2
1 1
1 1
6 3
Presence of On -Street Parking
N
N
N
N
N
N
N
N
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 1 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
1 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 1
0 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1 0
1 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
2 0
1 0
Central Coast Transportation Consulting 10

Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

0.00 Phasing & Timing
Control Type
Prot
Per
Per
Prot
Per
Per
Per
Per
Per
Per
Per
Per
Signal Group
5 2
1 6
4 8
Auxiliary Signal Groups
Lead / Lag
Lea
Lea
Minimum Green [s]
7 10
7 10
8 8
Maximum Green [s]
30 50
30 50
50 50
Amber [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
57 57
57 57
57 57
57 57
57 57
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
7 21
21 6
20 20
11 11
11 11
g / C, Green / Cycle

0.13 0.38

0.38 0.10

0.35 0.35

0.19 0.19

0.19 0.19
(v / s)_i Volume / Saturation Flow Rate

0.10 0.17

0.17 0.06

0.26 0.27

0.08 0.10

0.00 0.03
s, saturation flow rate [veh/h]
173
182
180
173
182
168
1328
1551
1203
1583
c, Capacity [veh/h]
222
692
685
172
640
591
300
297
205
303
dl, Uniform Delay [s]

23.9 13.0

13.0 24.4

16.2 16.2

23.30 20.53

24.82 19.05
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

2.36 0.62

0.63 1.19

2.61 2.84

1.02 1.96

0.01 0.32
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.79 0.44

0.44 0.59

0.76 0.76

0.36 0.51

0.00 0.15
d, Delay for Lane Group [s/veh]

26.3 13.7

13.7 25.6

18.8 19.1

24.32 22.49

24.83 19.37
Lane Group LOS

C B B C B B C
C
C
B
Critical Lane Group
Yes
No
No
No
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

2.04 2.21

2.19 1.15

4.55 4.24

1.29 1.75

0.01 0.46
50th -Percentile Queue Length [ft/In]

50.9 55.2

54.8 28.6
113.
106.

32.20 43.81

0.30 11.52
95th -Percentile Queue Length [veh/In]

3.67 3.98

3.95 2.07

8.04 7.62

2.32 3.15

0.02 0.83
95th -Percentile Queue Length [ft/In]

91.6 99.4

98.6 51.6
201.
190.

57.96 78.86

0.55 20.74
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
d_M, Delay for Movement [s/veh]

26.3 13.7

13.7 25.6

18.9 19.1

24.3 22.4

22.4 24.8

19.3 19.3
Movement LOS
C B
B
C B
B
C C
C
C B
B
d_A, Approach Delay [s/veh]

16.55 19.63

23.24 19.49
Approach LOS
B
B
C
B
d_l, Intersection Delay [s/veh]

18.94 Intersection LOS
B
Intersection V/C

0.464
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

18.40 18.40

18.40 18.40
I_p,int, Pedestrian LOS Score for Intersection

2.862

3.105

2.195

1.991
Crosswalk LOS
C
C
B
A
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1782
1782
1786
1786
d_b, Bicycle Delay [s]

0.34 0.34

0.33 0.32
I_b,int, Bicycle LOS Score for Intersection

2.201

2.410

1.989

1.636
Bicycle LOS
B
B
A
A
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
.6 24s
•
EiTi 335 -
Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 EX AM (updated timings).pdf Turning Movement Volume: Summary
Scenario 1: 1 EX AM
Scenario 1 EX AM
8/10/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
82 32
31 20
97 145
102
377
116
51 255
12 1320
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
6 73
9 59
152
12 3
0 2
21 9
68 414
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
154
517
13 89
636
182
94 12
122
1 5
34 1859
Central Coast Transportation Consulting 14

Generated with
PTV
Version 2023 (SP 0-3)
Santa Maria A Street Industrial
Scenario 1: 1 EX AM
Lane Configuration and Traffic Control
is
.(b 'JUT) 4J a r
..dt
("2rJ"!"2)
j r�1� Jar pry
JJ
•
Santa Maria Country C
Skyway Dr/Fairway Dr
Betteravia Road/A Street
A St/McCoy Ln
Central Coast Transportation Consulting 15

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 1: 1 EX AM

1. 1 ♦ - Via.Arbol xS. o
� ,..111111111.0
WJBetteerravia(R• d•tow
.(b 'JUT) I'41;.1 r
i'lli!..rf.):-;••
(*)!)•)•)) n
1:r�J�7irS prrJri
...� �
reprinted :41uSpergfisio
e.

Betteravia Road/A Street A St/McCoy Ln
Li" or-
Cr) N
h"m
t.7
102 J 6
377 — t-- 255 2
116 r 51 i t
^W
68 21
Skyway Dr/Fairway Dr
112
122
NCO
CO MCO
NCO
r
54 1
Central Coast Transportation Consulting
16 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 EX PM (updated timings).pdf Intersection Analysis Summary
Scenario 2: 2 EX PM
Scenario 2 EX PM
8/9/2023
ID
Intersection Name
Control Type
Method
Worst Mvmt
V/C
Delay (s/veh)
LOS
1 Betteravia Road/A Street
Signalized
HCM 6th
Edition
NB Left

0.583

30.3 C
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
WB Thru

0.005

13.7 B
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
SB Left

0.414

22.9 C
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 2: 2 EX PM

30.3 C

0.583
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial Scenario 2: 2 EX PM
Name
A St
A St
Betteravia Rd
Betteravia Rd
Base Volume Input [veh/h]
114
88 40
27 41
159
249
560
131
39 366
26 Base Volume Adjustment Factor

1.000

1.000
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.000

1.000
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
114
88 40
27 41
159
249
560
131
39 366
26 Peak Hour Factor

0.940

0.940
Other Adjustment Factor

1.000

1.000
Total 15 -Minute Volume [veh/h]
30 23
11 7
11 42
66 149
35 10
97 7
Total Analysis Volume [veh/h]
121
94 43
29 44
169
265
596
139
41 389
28 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
1 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1 1
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
1 0
Central Coast Transportation Consulting
3 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
78 78
78 78
78 78
78 78
78 78
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
7 16
3 12
14 30
30 4
20 20
g / C, Green / Cycle

0.09 0.21

0.04 0.16

0.18 0.38

0.38 0.05

0.26 0.26
(v / s)_i Volume / Saturation Flow Rate

0.07 0.08

0.02 0.14

0.16 0.33

0.09 0.02

0.22 0.02
s, saturation flow rate [veh/h]
1695
1687
1695
1561
169
178
147
169
178
151
c, Capacity [veh/h]
153
352
71 251
305
684
569
90 459
389
d1, Uniform Delay [s]

34.61 26.47

36.24 31.69

30.9 22.1

16.1 35.6

27.3 21.8
k, delay calibration

0.04 0.04

0.04 0.15

0.15 0.04

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

3.46 0.26

1.37 3.12

2.97 5.02

0.31 1.33

6.19 0.11
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.79 0.39

0.41 0.85

0.87 0.87

0.24 0.46

0.85 0.07
d, Delay for Lane Group [s/veh]

38.08 26.74

37.62 34.81

33.9 27.1

16.5 37.0

33.5 21.9
Lane Group LOS
D
C
D

C C C B D C C
Critical Lane Group
Yes
No
No
Yes
Yes
No
No
No
Yes
No
50th -Percentile Queue Length [veh/In]

2.26 2.07

0.54 3.85

4.68 9.64

1.53 0.74

6.97 0.37
50th -Percentile Queue Length [ft/In]

56.62 51.74

13.43 96.33
116.
240.

38.3 18.5
174.

9.16 95th -Percentile Queue Length [veh/In]

4.08 3.73

0.97 6.94

8.22 14.7

2.76 1.33

11.3 0.66
95th -Percentile Queue Length [ft/In]
101.92

93.13 24.18
173.39
205.
368.

68.9 33.3
282.

16.4 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
d_M, Delay for Movement [s/veh]

38.0 26.7

26.7 37.6

34.8 34.8

33.9 27.1

16.5 37.0

33.5 21.9
Movement LOS
D C
C
D C
C
C C
B
D C
C
d_A, Approach Delay [s/veh]

32.05 35.15

27.45 33.17
Approach LOS
C
D
C
C
d_l, Intersection Delay [s/veh]

30.35 Intersection LOS
C
Intersection V/C

0.583
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]
4635.30

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

31.17 31.17

14.50 31.17
I_p,int, Pedestrian LOS Score for Intersection

2.144

2.208

2.710

2.538
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
777
777
1295
1295
d_b, Bicycle Delay [s]

14.50 14.50

4.81 4.81
I_b,int, Bicycle LOS Score for Intersection

1.985

1.959

3.210

2.315
Bicycle LOS
A
A
C
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

Scenario 2: 2 EX PM

13.7 B

0.005
Name
A St
A St
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]

50.0 Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
No
No
No
No
Volumes
Name
A St
A St
McCoy Ln
Base Volume Input [veh/h]
4 98 17
98 121 2
3 7
11 2 101
Base Volume Adjustment Factor

1.000

1.000
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.000 1.000 1.000

1.000 1.000 1.000
In -Process Volume [veh/h]
0 0 0
0 0 0
0 0 0
0 0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Total Hourly Volume [veh/h]
4 98
17 98
121
2 3
6 7
11 2
101
Peak Flour Factor

0.920

0.920
Other Adjustment Factor

1.000

1.000
Total 15 -Minute Volume [veh/h]
1 27
5 27
33 1
1 2
2 3
1 27
Total Analysis Volume [veh/h]
4 107
18 107
132
2 3
7 8
12 2
110
Pedestrian Volume [ped/h]
Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.00 0.08

0.01 0.02

0.01 0.03

0.00 0.11
d_M, Delay for Movement [s/veh]

7.57 7.75

13.6 13.5

8.94 12.8

13.7 9.22
Movement LOS
A
A
A
A
A
A
B
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.01 0.00

0.00 0.24

0.00 0.00

0.10 0.10

0.10 0.08

0.40 0.40
95th -Percentile Queue Length [ft/In]

0.21 0.11 0.00

6.12 0.00 0.00

2.43 2.43 2.43

1.96 9.99 9.99
d_A, Approach Delay [s/veh]

0.23 3.44

11.50 9.64
Approach LOS
A
A
B
A
di, Intersection Delay [s/veh]

4.42 Intersection LOS
B
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 2: 2 EX PM

22.9 C

0.414
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial Scenario 2: 2 EX PM
Name
Skyway Dr
Skyway Dr
Fairway Dr
Base Volume Input [veh/h]
91 693
5 40
584
71 133
14 127
16 12
146
Base Volume Adjustment Factor

1.000

1.000
Heavy Vehicles Percentage [%]

4.00 4.00

4.00 4.00
Growth Factor

1.000

1.000
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
91 693
5 40
584
71 133
14 127
16 12
146
Peak Hour Factor

0.840

0.840
Other Adjustment Factor

1.000

1.000
Total 15 -Minute Volume [veh/h]
27 206
1 12
174
21 40
4 38
5 4
43 Total Analysis Volume [veh/h]
108
825
6 48
695
85 158
17 151
19 14
174
Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
20 20
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 20 20
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
1 0
0 1
Central Coast Transportation Consulting
10 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
65 65
65 65
65 65
65 65
65 65
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
6 20
20 4
18 18
22 22
22 22
g / C, Green / Cycle

0.09 0.31

0.31 0.06

0.28 0.28

0.34 0.34

0.34 0.34
(v / s)_i Volume / Saturation Flow Rate

0.06 0.23

0.23 0.03

0.22 0.22

0.14 0.11

0.02 0.12
s, saturation flow rate [veh/h]
175
184
183
175
184
177
1163
1562
1183
1537
c, Capacity [veh/h]
163
578
577
111
524
504
358
524
378
515
dl, Uniform Delay [s]

28.5 19.7

19.8 29.4

21.2 21.2

23.35 16.13

19.85 16.40
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

1.72 2.41

2.42 0.99

3.23 3.36

1.21 0.50

0.08 0.62
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.66 0.72

0.72 0.43

0.76 0.76

0.44 0.32

0.05 0.36
d, Delay for Lane Group [s/veh]

30.2 22.2

22.2 30.3

24.4 24.6

24.57 16.63

19.92 17.02
Lane Group LOS

C C C C C C C
I
B
B
B
Critical Lane Group
Yes
No
No
No
No
Yes
Yes
No No
No
No
50th -Percentile Queue Length [veh/In]

1.50 4.89

4.88 0.67

4.99 4.83

2.11 1.70

0.21 1.94
50th -Percentile Queue Length [ft/In]

37.5 122.
122.

16.6 124.
120.

52.73 42.57

5.34 48.59
95th -Percentile Queue Length [veh/In]

2.70 8.52

8.51 1.20

8.65 8.43

3.80 3.07

0.38 3.50
95th -Percentile Queue Length [ft/In]

67.5 213.
212.

30.0 216.
210.

94.92 76.63

9.61 87.46
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
d_M, Delay for Movement [s/veh]

30.2 22.2

22.2 30.3

24.5 24.6

24.5 16.6

16.6 19.9

17.0 17.0
Movement LOS
C C
C
C C
C
C B
B
B B
B
d_A, Approach Delay [s/veh]

23.14 24.90

20.48 17.29
Approach LOS
C
C
C
B
d_l, Intersection Delay [s/veh]

22.87 Intersection LOS
C
Intersection V/C

0.414
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

22.45 22.45

22.45 22.45
I_p,int, Pedestrian LOS Score for Intersection

2.954

3.251

2.153

2.043
Crosswalk LOS
C
C
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1553
1553
1556
1556
d_b, Bicycle Delay [s]

1.63 1.63

1.60 1.61
I_b,int, Bicycle LOS Score for Intersection

2.334

2.243

2.098

1.901
Bicycle LOS
B
B
B
A
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
.6 24s
al
1 p
8 335 -
re
•r
■
Central Coast Transportation Consulting 13

Generated with
PTV
Version 2023 (SP 0-3)
Santa Maria A Street Industrial
Scenario 2: 2 EX PM
Lane Configuration and Traffic Control
2!J22 j'4la r
sr 2021; it:re.)3•ft Corporaf
('ArJ22) pistrfbution
prrjr Uct s Een sh
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
O
\11(-)Thi
Central Coast Transportation Consulting 14

0.500

26.7 C
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
WB Thru

0.025

13.6 B
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
NB Left

0.479

19.5 B
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 3: 3 EX +P AM
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

26.7 C

0.500
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Name
A St
A St
Be Rd
Be Rd
Base Volume Input [veh/h]
8 3
3 2
9 1
1 3
1 5
2 1
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

8. 8.

Growth Factor

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
3 1
5 0
3 0
0 0
8 1
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Tum on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
8 3
3 2
1 1
1 3
1 7
2 1
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
2 9
1 5
2 4
2 1
3 1
7 3
Total Analysis Volume [veh/h]
9 3
4 2
1 1
1 4
1 7
2 1
Presence of On -Street Parking
N
N
N
N
N
N
N
N
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 1
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
2 0
1 0
Central Coast Transportation Consulting 3

Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
68 68
68 68
68 68
68 68
68 68
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
6 17
2 13
6 19
19 5
19 19
g / C, Green / Cycle

0.09 0.24

0.04 0.19

0.09 0.28

0.28 0.08

0.27 0.27
(v / s)_i Volume / Saturation Flow Rate

0.05 0.05

0.01 0.17

0.07 0.23

0.09 0.05

0.16 0.01
s, saturation flow rate [veh/h]
1695
1607
1695
1612
169
178
148
169
178
151
c, Capacity [veh/h]
145
394
60 315
154
507
422
134
486
413
d1, Uniform Delay [s]

30.14 20.37

32.11 26.49

30.1 22.7

19.1 30.2

21.3 18.1
k, delay calibration

0.04 0.04

0.04 0.15

0.15 0.04

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

1.76 0.09

1.39 2.61

2.46 4.61

0.62 1.43

1.53 0.04
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.64 0.19

0.37 0.86

0.73 0.82

0.32 0.57

0.58 0.03
d, Delay for Lane Group [s/veh]

31.91 20.45

33.50 29.09

32.6 27.3

19.7 31.6

22.8 18.1
Lane Group LOS
C
C
C

C C C B C C B
Critical Lane Group
Yes
No
No
Yes
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

1.44 0.88

0.35 4.06

1.74 6.01

1.56 1.17

3.58 0.14
50th -Percentile Queue Length [ft/In]

36.03 22.01

8.87 101.46

43.3 150.

38.9 29.2

89.5 3.46
95th -Percentile Queue Length [veh/In]

2.59 1.58

0.64 7.30

3.12 10.0

2.81 2.10

6.45 0.25
95th -Percentile Queue Length [ft/In]

64.86 39.62

15.96 182.62

78.1 250.

70.1 52.5
161.

6.22 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
d_M, Delay for Movement [s/veh]

31.9 20.4

20.4 33.5

29.0 29.0

32.6 27.3

19.7 31.6

22.8 18.1
Movement LOS
C C
C
C C
C
C C
B
C C
B
d_A, Approach Delay [s/veh]

26.76 29.43

26.66 24.55
Approach LOS
C
C
C
C
d_l, Intersection Delay [s/veh]

26.69 Intersection LOS
C
Intersection V/C

0.500
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

26.45 26.45

10.55 26.45
I_p,int, Pedestrian LOS Score for Intersection

2.142

2.125

2.519

2.429
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
886
886
1477
1477
d_b, Bicycle Delay [s]

10.56 10.55

2.32 2.32
I_b,int, Bicycle LOS Score for Intersection

1.838

2.040

2.652

2.170
Bicycle LOS
A
B
B
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
do
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial Scenario 3: 3 EX +P AM
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

13.6 B

0.025
Name
A St
A St
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]
700.

Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
Mc Ln
Base Volume Input [veh/h]
6 7
9 5
1 1
3 0
2 2
9 6
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

7. 7.

Growth Factor

1. 1.

In -Process Volume [veh/h]
0 0 0 0 0 0 0 0 0 0 0 0
Site -Generated Trips [veh/h]
0 9
1 0
3 0
0 0
0 3
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Total Hourly Volume [veh/h]
6 8
1 5
1 1
3 0
2 2
9 6
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
2 2
3 1
5 4
1 0
1 7
3 2
Total Analysis Volume [veh/h]
7 9
1 6
2 1
4 0
2 2
1 8
Pedestrian Volume [ped/h]
2 0
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.01 0.05

0.01 0.00

0.00 0.05

0.02 0.08
d_M, Delay for Movement [s/veh]

7.78 7.62

13.4 9.09

12.1 13.5

9.15 Movement LOS
A
A
A
A
A
A
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.02 0.01

0.00 0.15

0.00 0.00

0.03 0.03

0.17 0.35

0.35 95th -Percentile Queue Length [ft/In]

0.41 0.20 0.00

3.76 0.00 0.00

0.87 0.87

4.17 8.84 8.84
d_A, Approach Delay [s/veh]

0.47 1.77

11.96 10.27
Approach LOS
A
A
B
B
di, Intersection Delay [s/veh]

3.49 Intersection LOS
B
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 3: 3 EX +P AM
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

19.5 B

0.479
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Name
Sk Dr
Sk Dr
Fa Dr
Base Volume Input [veh/h]
1 5
1 8
6 1
9 1
1 1
5 3
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

5. 5.

Growth Factor

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
1 0
0 0
0 8
3 0
4 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Tum on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
1 5
1 8
6 1
9 1
1 1
5 3
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
59 59
59 59
59 59
59 59
59 59
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
8 23
23 6
21 21
11 11
11 11
g / C, Green / Cycle

0.14 0.39

0.39 0.10

0.35 0.35

0.19 0.19

0.19 0.19
(v / s)_i Volume / Saturation Flow Rate

0.11 0.17

0.17 0.06

0.27 0.27

0.08 0.10

0.00 0.03
s, saturation flow rate [veh/h]
173
182
180
173
182
168
1328
1551
1199
1583
c, Capacity [veh/h]
240
715
708
168
641
590
298
298
199
304
dl, Uniform Delay [s]

24.4 12.9

12.9 25.3

16.8 16.8

24.07 21.28

25.72 19.69
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

2.31 0.57

0.57 1.28

2.71 2.95

1.08 2.05

0.01 0.32
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.80 0.42

0.42 0.60

0.76 0.76

0.37 0.53

0.01 0.15
d, Delay for Lane Group [s/veh]

26.7 13.5

13.5 26.6

19.5 19.8

25.15 23.34

25.73 20.00
Lane Group LOS

C B B C B B C
C
C
C
Critical Lane Group
Yes
No
No
No
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

2.30 2.25

2.23 1.21

4.85 4.52

1.38 1.88

0.01 0.48
50th -Percentile Queue Length [ft/In]

57.6 56.2

55.8 30.1
121.
112.

34.56 47.05

0.32 12.02
95th -Percentile Queue Length [veh/In]

4.15 4.05

4.02 2.17

8.46 8.00

2.49 3.39

0.02 0.87
95th -Percentile Queue Length [ft/In]
103.
101.
100.

54.2 211.
200.

62.21 84.69

0.57 21.63
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
d_M, Delay for Movement [s/veh]

26.7 13.5

13.5 26.6

19.6 19.8

25.1 23.3

23.3 25.7

20.0 20.0
Movement LOS
C B
B
C B
B
C C
C
C C
C
d_A, Approach Delay [s/veh]

16.74 20.36

24.08 20.13
Approach LOS
B
C
C
C
d_l, Intersection Delay [s/veh]

19.48 Intersection LOS
B
Intersection V/C

0.479
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

19.34 19.34

19.34 19.34
I_p,int, Pedestrian LOS Score for Intersection

2.871

3.115

2.211

1.993
Crosswalk LOS
C
C
B
A
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1723
1723
1727
1727
d_b, Bicycle Delay [s]

0.56 0.56

0.55 0.55
I_b,int, Bicycle LOS Score for Intersection

2.215

2.418

2.000

1.636
Bicycle LOS
B
B
B
A
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
.6 24s
1 EiTi 33s
Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 3: 3 EX +P AM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 EX +P AM (updated timings).pdf Turning Movement Volume: Summary
Scenario 3 EX +P AM
8/10/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
85 33
36 20
100
145
102
377
124
70 255
12 1359
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
6 82
10 59
182
12 3
0 2
24 9
68 457
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
168
517
13 89
636
190
97 12
126
1 5
34 1888
Central Coast Transportation Consulting 14

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
r? ' !J2'2
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
Central Coast Transportation Consulting
15 Generated with
Version 2023 (SP 0-3)
Traffic Volume - Net New Site Trips
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
•
(e) 'JUT)
22 i'41:1 r j
.7.: ("2rJ"!"�)
j�rrl�J�r prrJr
_
S.
r;�Jr•��l�ii

1. 11!11 .\1r
Z11
reprinte
Santa
'4'/lilt
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
Central Coast Transportation Consulting
16 Generated with
Version 2023 (SP 0-3)
Traffic Volume - Future Total Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 3: 3 EX +P AM
r? ' !J2'2 j'41:1 r
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
Central Coast Transportation Consulting
17 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 4: 4 EX +P PM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 EX +P PM (updated timings).pdf Intersection Analysis Summary
Scenario 4 EX +P PM
8/10/2023
ID
Intersection Name
Control Type
Method
Worst Mvmt
V/C
Delay (s/veh)
LOS
1 Betteravia Road/A Street
Signalized
HCM 6th
Edition
SB Left

0.588

31.2 C
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
WB Thru

0.005

14.3 B
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
NB Left

0.425

23.1 C
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 4: 4 EX +P PM
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

31.2 C

0.588
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Name
A St
A St
Be Rd
Be Rd
Base Volume Input [veh/h]
1 8
4 2
4 1
2 5
1 3
3 2
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

8. 8.

Growth Factor

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
7 2
1 0
1 0
0 0
3 8
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Tum on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
1 9
5 2
4 1
2 5
1 4
3 2
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
3 2
1 7
1 4
6 1
3 1
9 7
Total Analysis Volume [veh/h]
1 9
6 2
4 1
2 5
1 5
3 2
Presence of On -Street Parking
N
N
N
N
N
N
N
N
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 2
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 2 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 3
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 3
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
1 0
Central Coast Transportation Consulting 3

Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
80 80
80 80
80 80
80 80
80 80
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
8 17
3 13
14 30
30 5
21 21
g / C, Green / Cycle

0.10 0.21

0.04 0.16

0.18 0.38

0.38 0.06

0.26 0.26
(v / s)_i Volume / Saturation Flow Rate

0.08 0.10

0.02 0.14

0.16 0.33

0.10 0.03

0.22 0.02
s, saturation flow rate [veh/h]
1695
1661
1695
1562
169
178
148
169
178
150
c, Capacity [veh/h]
162
357
71 251
305
680
565
100
465
393
dl, Uniform Delay [s]

35.39 27.25

37.33 32.62

31.8 22.9

16.8 36.4

27.9 22.2
k, delay calibration

0.04 0.04

0.05 0.15

0.15 0.04

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

3.35 0.32

1.40 3.15

3.81 5.31

0.33 1.43

5.69 0.11
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.80 0.44

0.41 0.85

0.87 0.88

0.25 0.50

0.84 0.07
d, Delay for Lane Group [s/veh]

38.73 27.57

38.73 35.77

35.6 28.2

17.2 37.9

33.6 22.3
Lane Group LOS
D
C
D
D

D C B D C C
Critical Lane Group
Yes
No
No
Yes
Yes
No
No
No
Yes
No
50th -Percentile Queue Length [veh/In]

2.48 2.49

0.56 4.00

4.91 10.0

1.65 0.93

7.11 0.38
50th -Percentile Queue Length [ft/In]

62.06 62.21

13.88 100.09
122.
252.

41.3 23.2
177.

9.43 95th -Percentile Queue Length [veh/In]

4.47 4.48

1.00 7.21

8.55 15.2

2.98 1.67

11.4 0.68
95th -Percentile Queue Length [ft/In]
111.71
111.98

24.99 180.16
213.
382.

74.3 41.8
287.

16.9 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
d_M, Delay for Movement [s/veh]

38.7 27.5

27.5 38.7

35.7 35.7

35.6 28.2

17.2 37.9

33.6 22.3
Movement LOS
D C
C
D
D
D C
B
D C
C
d_A, Approach Delay [s/veh]

32.59 36.12

28.66 33.40
Approach LOS
C
D
C
C
d_l, Intersection Delay [s/veh]

31.23 Intersection LOS
C
Intersection V/C

0.588
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 3733.67
d_p, Pedestrian Delay [s]

32.28 32.28

15.46 32.28
I_p,int, Pedestrian LOS Score for Intersection

2.164

2.211

2.716

2.550
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
755
755
1259
1259
d_b, Bicycle Delay [s]

15.46 15.46

5.48 5.48
I_b,int, Bicycle LOS Score for Intersection

2.033

1.961

3.216

2.330
Bicycle LOS
B
A
C
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial Scenario 4: 4 EX +P PM
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

14.3 B

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]
700.

Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
Mc Ln
Base Volume Input [veh/h]
4 9 1
9 1 2
3 6 7
1 2 1
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

8. 8.

Growth Factor

1. 1. 1.

In -Process Volume [veh/h]
0 0 0
0 0 0
0 0 0
0 0 0
Site -Generated Trips [veh/h]
0 2
2 0
1 0
0 0
0 1
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Total Hourly Volume [veh/h]
4 1
1 9
1 2
3 6
7 1
2 1
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
1 3
5 2
3 1
1 2
2 3
1 2
Total Analysis Volume [veh/h]
4 1
2 1
1 2
3 7
8 1
2 1
Pedestrian Volume [ped/h]
0 1
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.00 0.08

0.01 0.02

0.01 0.03

0.00 0.12
d_M, Delay for Movement [s/veh]

7.60 7.83

14.1 14.0

9.00 13.4

14.2 9.35
Movement LOS
A
A
A
A
A
A
B
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.01 0.00

0.00 0.25

0.00 0.00

0.10 0.10

0.10 0.09

0.41 0.41
95th -Percentile Queue Length [ft/In]

0.22 0.11 0.00

6.31 0.00 0.00

2.56 2.56 2.56

2.27 10.3 10.3
d_A, Approach Delay [s/veh]

0.19 3.30

11.82 9.85
Approach LOS
A
A
B
A
di, Intersection Delay [s/veh]

4.14 Intersection LOS
B
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 4: 4 EX +P PM
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

23.1 C

0.425
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Name
Sk Dr
Sk Dr
Fa Dr
Base Volume Input [veh/h]
9 6
5 4
5 7
1 1
1 1
1 1
Base Volume Adjustment Factor

1. 1.

Heavy Vehicles Percentage [%]

4. 4.

Growth Factor

1. 1.

In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
6 0
0 0
0 3
7 0
1 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Tum on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
9 6
5 4
5 7
1 1
1 1
1 1
Peak Hour Factor

0. 0.

Other Adjustment Factor

1. 1.

Total 15 -Minute Volume [veh/h]
2 2
1 1
1 2
4 4
4 5
4 4
Total Analysis Volume [veh/h]
1 8
6 4
6 8
1 1
1 1
1 1
Presence of On -Street Parking
N
NN
NN
NN N
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 10 0
10 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 10 0
10 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
1 0
0 1
Central Coast Transportation Consulting
10 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
66 66
66 66
66 66
66 66
66 66
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
6 21
21 4
19 19
22 22
22 22
g / C, Green / Cycle

0.09 0.31

0.31 0.06

0.28 0.28

0.34 0.34

0.34 0.34
(v / s)_i Volume / Saturation Flow Rate

0.07 0.23

0.23 0.03

0.22 0.22

0.14 0.12

0.02 0.12
s, saturation flow rate [veh/h]
175
184
183
175
184
176
1176
1560
1169
1563
c, Capacity [veh/h]
164
580
578
110
523
502
366
528
368
529
d1, Uniform Delay [s]

28.9 19.9

19.9 29.7

21.5 21.5

23.48 16.33

20.32 16.40
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

2.02 2.38

2.39 1.02

3.32 3.46

1.26 0.55

0.08 0.58
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.70 0.72

0.72 0.44

0.76 0.76

0.46 0.34

0.05 0.36
d, Delay for Lane Group [s/veh]

31.0 22.3

22.3 30.8

24.9 25.0

24.75 16.88

20.40 16.97
Lane Group LOS

C C C C C C
C
B
C
B
Critical Lane Group
Yes
No
No
No
No
Yes
Yes
No
No
No
50th -Percentile Queue Length [veh/In]

1.64 4.97

4.95 0.68

5.12 4.94

2.26 1.89

0.22 1.96
50th -Percentile Queue Length [ft/In]

40.9 124.
123.

16.9 127.
123.

56.55 47.13

5.47 48.90
95th -Percentile Queue Length [veh/In]

2.95 8.62

8.61 1.22

8.83 8.59

4.07 3.39

0.39 3.52
95th -Percentile Queue Length [ft/In]

73.7 215.
215.

30.5 220.
214.
101.79

84.83 9.85

88.03 Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
d_M, Delay for Movement [s/veh]

31.0 22.3

22.3 30.8

24.9 25.0

24.7 16.8

16.8 20.4

16.9 16.9
Movement LOS
C C
C
C C
C
C B
B
C B
B
d_A, Approach Delay [s/veh]

23.43 25.32

20.64 17.29
Approach LOS
C
C
C
B
d_l, Intersection Delay [s/veh]

23.14 Intersection LOS
C
Intersection V/C

0.425
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

22.86 22.86

22.86 22.86
I_p,int, Pedestrian LOS Score for Intersection

2.962

3.268

2.168

2.043
Crosswalk LOS
C
C
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1533
1533
1536
1536
d_b, Bicycle Delay [s]

1.80 1.80

1.77 1.77
I_b,int, Bicycle LOS Score for Intersection

2.340

2.245

2.135

1.901
Bicycle LOS
B
B
B
A
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
12 26s
.6 24s
al
1 8 33s -
r'
r
Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 4: 4 EX +P PM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 EX +P PM (updated timings).pdf Turning Movement Volume: Summary
Scenario 4 EX +P PM
8/10/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
121
90 58
27 42
159
249
560
134
47 366
26 1879
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
4 125
19 98
133
2 3
6 7
12 2
101
512
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
97 693
5 40
584
74 140
14 139
16 12
146
1960
Central Coast Transportation Consulting 14

1.00 1.00

1.00 1.00
-
In Process
0 0
0 0
0 0
0 0
0 0
0 0
0 Net New Trips
7 2
18 0
1 0
0 0
3 8
0 0
39 Other
0 0
0 0
0 0
0 0
0 0
0 0
0 Future Total
121
90 58
27 42
159
249
560
134
47 366
26 1879
ID
Intersection
Name
Volume T e
yp
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
Final Base
4 98
17 98
121
2 3
6 7
11 2
101
470
Growth Factor

1.00 1.00

1.00 1.00
-
In Process
0 0
0 0
0 0
0 0
0 0
0 0
0 Net New Trips
0 27
2 0
12 0
0 0
0 1
0 0
42 Other
0 0
0 0
0 0
0 0
0 0
0 0
0 Future Total
4 125
19 98
133
2 3
6 7
12 2
101
512
ID
Intersection
Name
Volume T e
yp
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway
Dr/Fairway Dr
Final Base
91 693
5 40
584
71 133
14 127
16 12
146
1932
Growth Factor

1.00 1.00

1.00 1.00
-
In Process
0 0
0 0
0 0
0 0
0 0
0 0
0 Net New Trips
6 0
0 0
0 3
7 0
12 0
0 0
28 Other
0 0
0 0
0 0
0 0
0 0
0 0
0 Future Total
97 693
5 40
584
74 140
14 139
16 12
146
1960
Central Coast Transportation Consulting 15

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
r? '!J2'2
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
560
131
N
JjL
coo
CO ,z1
26 366
39 3
6 7
101
2 11
133
14 127
coo
N
-)1
cn
cr
146
12 16
Central Coast Transportation Consulting
16 Generated with
Version 2023 (SP 0-3)
Traffic Volume - Net New Site Trips
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
•
(e) 'JUT)
22 i'41:1 r j
.7.: ("2rJ"!"�)
j�rrl�J�r prrJr
_
S.
r;�Jr•��l�ii

1. 11!11 .\1r
Z11
reprinte
Santa
'4'/lilt
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
Central Coast Transportation Consulting
17 Generated with
Version 2023 (SP 0-3)
Traffic Volume - Future Total Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 4: 4 EX +P PM
r? ' !J2'2 j'41:1 r
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
560
134
a)NCN
VN
JjL
'COD
26 366
47 3
6 7
N MC°
101
12 140
14 139
�C
��K
cr,
(9LP
146
12 16
Central Coast Transportation Consulting
18 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM AM (updated timings).pdf Intersection Analysis Summary
Scenario 5: 5 CM AM
Scenario 5 CM AM
8/14/2023
ID
Intersection Name
Control Type
Method
Worst Mvmt
V/C
Delay (s/veh)
LOS
1 Betteravia Road/A Street
Signalized
HCM 6th
Edition
NB Left

0.594

32.2 C
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
WB Thru

0.025

13.6 B
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
SB Left

0.521

21.2 C
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 5: 5 CM AM

32.2 C

0.594
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Name
A St
A St
Betteravia Rd
Betteravia Rd
Base Volume Input [veh/h]
110
40 40
30 130
190
120
440
140
60 300
20 Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
110
40 40
30 130
190
120
440
140
60 300
20 Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
30 11
11 8
35 52
33 120
38 16
82 5
Total Analysis Volume [veh/h]
120
43 43
33 141
207
130
478
152
65 326
22 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 1
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
2 0
1 0
Central Coast Transportation Consulting
3 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
83 83
83 83
83 83
83 83
83 83
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
7 23
4 20
8 26
26 5
23 23
g / C, Green / Cycle

0.09 0.28

0.05 0.24

0.10 0.31

0.31 0.07

0.28 0.28
(v / s)_i Volume / Saturation Flow Rate

0.07 0.05

0.02 0.22

0.08 0.27

0.10 0.04

0.18 0.01
s, saturation flow rate [veh/h]
1695
1615
1695
1611
169
178
148
169
178
151
c, Capacity [veh/h]
151
457
77 385
163
557
464
112
504
427
dl, Uniform Delay [s]

36.92 22.44

38.44 30.53

36.6 26.6

21.7 37.5

26.0 21.5
k, delay calibration

0.04 0.04

0.04 0.06

0.04 0.15

0.15 0.04

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

3.54 0.07

1.41 5.06

3.40 5.53

0.58 1.78

1.99 0.07
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.79 0.19

0.43 0.90

0.80 0.86

0.33 0.58

0.65 0.05
d, Delay for Lane Group [s/veh]

40.45 22.51

39.85 35.59

40.0 32.2

22.2 39.3

28.0 21.6
Lane Group LOS
D
C
D
D

D C C D C C
Critical Lane Group
Yes
No
No
Yes
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

2.41 1.20

0.65 6.80

2.57 8.82

2.13 1.26

5.42 0.30
50th -Percentile Queue Length [ft/In]

60.35 29.98

16.36 170.07

64.2 220.

53.3 31.5
135.

7.39 95th -Percentile Queue Length [veh/In]

4.34 2.16

1.18 11.08

4.63 13.6

3.84 2.27

9.23 0.53
95th -Percentile Queue Length [ft/In]
108.62

53.97 29.44
277.01
115.
342.

96.0 56.7
230.

13.3 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
d_M, Delay for Movement [s/veh]

40.4 22.5

22.5 39.8

35.5 35.5

40.0 32.2

22.2 39.3

28.0 21.6
Movement LOS
D C
C
D
D
D C
C
D C
C
d_A, Approach Delay [s/veh]

32.96 35.96

31.56 29.46
Approach LOS
C
D
C
C
d_l, Intersection Delay [s/veh]

32.18 Intersection LOS
C
Intersection V/C

0.594
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

33.64 33.64

16.65 33.64
I_p,int, Pedestrian LOS Score for Intersection

2.183

2.188

2.618

2.483
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
730
730
1217
1217
d_b, Bicycle Delay [s]

16.66 16.65

6.33 6.33
I_b,int, Bicycle LOS Score for Intersection

1.900

2.188

2.814

2.241
Bicycle LOS
A
B
C
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
do
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

Scenario 5: 5 CM AM

13.6 B

0.025
Name
A St
A St
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Turning Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]
700.

Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
McCoy Ln
Base Volume Input [veh/h]
10 90 10
70 170 20
10 0 10
30 10 70
Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

7.00 7.00

7.00 7.00
Growth Factor

1.00 1.00 1.00

1.00 1.00 1.00
In -Process Volume [veh/h]
0 0 0
0 0 0
0 0 0
0 0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Total Hourly Volume [veh/h]
10 90
10 70
170
20 10
0 10
30 10
70 Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
3 24
3 19
46 5
3 0
3 8
3 19
Total Analysis Volume [veh/h]
11 98
11 76
185
22 11
0 11
33 11
76 Pedestrian Volume [ped/h]
0 0
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.01 0.05

0.03 0.00

0.01 0.06

0.02 0.08
d_M, Delay for Movement [s/veh]

7.74 7.63

13.5 9.17

12.5 13.6

9.13 Movement LOS
A
A
A
A
A
A
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.03 0.01

0.00 0.17

0.00 0.00

0.12 0.12

0.21 0.34

0.34 95th -Percentile Queue Length [ft/In]

0.63 0.31 0.00

4.16 0.00 0.00

2.91 2.91

5.14 8.50 8.50
d_A, Approach Delay [s/veh]

0.71 2.05

11.36 10.47
Approach LOS
A
A
B
B
di, Intersection Delay [s/veh]

3.99 Intersection LOS
B
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 5: 5 CM AM

21.2 C

0.521
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Name
Skyway Dr
Skyway Dr
Fairway Dr
Base Volume Input [veh/h]
180
590
20 110
730
210
110
20 150
10 10
50 Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

5.00 5.00

5.00 5.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
180
590
20 110
730
210
110
20 150
10 10
50 Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
49 160
5 30
198
57 30
5 41
3 3
14 Total Analysis Volume [veh/h]
196
641
22 120
793
228
120
22 163
11 11
54 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
Central Coast Transportation Consulting
10 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
65 65
65 65
65 65
65 65
65 65
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
9 27
27 6
24 24
13 13
13 13
g / C, Green / Cycle

0.14 0.41

0.41 0.10

0.37 0.37

0.20 0.20

0.20 0.20
(v / s)_i Volume / Saturation Flow Rate

0.11 0.18

0.18 0.07

0.29 0.29

0.09 0.12

0.01 0.04
s, saturation flow rate [veh/h]
173
182
180
173
182
168
1304
1579
1170
1592
c, Capacity [veh/h]
244
755
746
167
674
623
288
321
183
323
dl, Uniform Delay [s]

27.1 13.7

13.7 28.5

18.2 18.2

26.77 23.42

28.91 21.56
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

2.38 0.58

0.59 2.17

2.93 3.19

1.37 2.32

0.19 0.43
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.80 0.44

0.44 0.72

0.79 0.79

0.42 0.58

0.06 0.20
d, Delay for Lane Group [s/veh]

29.5 14.2

14.2 30.7

21.1 21.4

28.14 25.74

29.10 21.99
Lane Group LOS

C B B C C C C
C
C
C
Critical Lane Group
Yes
No
No
No
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

2.71 2.82

2.79 1.69

6.07 5.67

1.73 2.52

0.16 0.79
50th -Percentile Queue Length [ft/In]

67.7 70.4

69.6 42.2
151.
141.

43.24 63.03

4.02 19.68
95th -Percentile Queue Length [veh/In]

4.88 5.07

5.01 3.04

10.1 9.58

3.11 4.54

0.29 1.42
95th -Percentile Queue Length [ft/In]
122.
126.
125.

76.0 252.
239.

77.83 113.45

7.23 35.42
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
d_M, Delay for Movement [s/veh]

29.5 14.2

14.2 30.7

21.2 21.4

28.1 25.7

25.7 29.1

21.9 21.9
Movement LOS
C B
B
C C
C
C C
C
C C
C
d_A, Approach Delay [s/veh]

17.76 22.30

26.68 23.02
Approach LOS
B
C
C
C
d_l, Intersection Delay [s/veh]

21.25 Intersection LOS
C
Intersection V/C

0.521
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

22.48 22.48

22.48 22.48
I_p,int, Pedestrian LOS Score for Intersection

2.950

3.188

2.243

2.026
Crosswalk LOS
C
C
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1551
1551
1554
1554
d_b, Bicycle Delay [s]

1.64 1.64

1.62 1.62
I_b,int, Bicycle LOS Score for Intersection

2.268

2.501

2.063

1.685
Bicycle LOS
B
B
B
A
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
.6 24s
8 335 -
re
•r
■
Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM AM (updated timings).pdf Turning Movement Volume: Summary
Scenario 5: 5 CM AM
Scenario 5 CM AM
8/14/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
110
40 40
30 130
190
120
440
140
60 300
20 1620
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
10 90
10 70
170
20 10
0 10
30 10
70 500
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
180
590
20 110
730
210
110
20 150
10 10
50 2190
Central Coast Transportation Consulting 14

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 5: 5 CM AM
r? ' !J2'2
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
Central Coast Transportation Consulting
15 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM PM (updated timings).pdf Intersection Analysis Summary
Scenario 6: 6 CM PM
Scenario 6 CM PM
8/14/2023
ID
Intersection Name
Control Type
Method
Worst Mvmt
V/C
Delay (s/veh)
LOS
1 Betteravia Road/A Street
Signalized
HCM 6th
Edition
EB Left

0.717

50.4 D
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
EB Left

0.030

15.4 C
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
NB Left

0.462

25.2 C
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 6: 6 CM PM

50.4 D

0.717
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Name
A St
A St
Betteravia Rd
Betteravia Rd
Base Volume Input [veh/h]
150
110
50 40
60 210
290
650
160
50 430
30 Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
150
110
50 40
60 210
290
650
160
50 430
30 Peak Hour Factor

0.94 0.94

0.94 0.94
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
40 29
13 11
16 56
77 173
43 13
114
8 Total Analysis Volume [veh/h]
160
117
53 43
64 223
309
691
170
53 457
32 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
1 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1 1
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
1 0
Central Coast Transportation Consulting
3 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
110
110
110
110
110
110
110
110
110
110
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
12 29
5 22
20 46
46 6
31 31
g / C, Green / Cycle

0.11 0.27

0.05 0.20

0.18 0.42

0.42 0.05

0.28 0.28
(v / s)_i Volume / Saturation Flow Rate

0.09 0.10

0.03 0.18

0.18 0.39

0.11 0.03

0.26 0.02
s, saturation flow rate [veh/h]
1695
1687
1695
1565
169
178
148
169
178
151
c, Capacity [veh/h]
189
448
79 314
309
740
616
87 507
430
dl, Uniform Delay [s]

47.84 32.92

51.15 42.91

44.8 30.5

21.0 50.9

37.7 28.6
k, delay calibration

0.04 0.04

0.04 0.13

0.33 0.36

0.15 0.04

0.17 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

4.02 0.20

2.14 11.69

41.8 15.8

0.34 2.56

9.12 0.10
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.85 0.38

0.54 0.91

1.00 0.93

0.28 0.61

0.90 0.07
d, Delay for Lane Group [s/veh]

51.85 33.12

53.29 54.60

86.7 46.4

21.4 53.5

46.8 28.7
Lane Group LOS
D
C
D
D

F D C D D C
Critical Lane Group
Yes
No
No
Yes
Yes
No
No
No
Yes
No
50th -Percentile Queue Length [veh/In]

4.40 3.62

1.18 8.40

11.6 19.3

2.78 1.45

12.4 0.61
50th -Percentile Queue Length [ft/In]
110.00

90.55 29.50
209.95
291.
482.

69.4 36.1
311.

15.1 95th -Percentile Queue Length [veh/In]

7.84 6.52

2.12 13.15

17.2 26.5

5.00 2.60

18.2 1.09
95th -Percentile Queue Length [ft/In]
196.00
162.99

53.09 328.77
431.
662.
125.

65.0 456.

27.3 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
d_M, Delay for Movement [s/veh]

51.8 33.1

33.1 53.2

54.6 54.6

86.7 46.4

21.4 53.5

46.8 28.7
Movement LOS
D C
C
D
D
F D
C
D D
C
d_A, Approach Delay [s/veh]

42.20 54.43

53.43 46.44
Approach LOS
D
D
D
D
d_l, Intersection Delay [s/veh]

50.41 Intersection LOS
D
Intersection V/C

0.717
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]
1578.72

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

47.08 47.08

28.82 47.08
I_p,int, Pedestrian LOS Score for Intersection

2.219

2.293

2.858

2.629
Crosswalk LOS
B
B
C
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
549
549
916
916
d_b, Bicycle Delay [s]

28.82 28.82

16.09 16.08
I_b,int, Bicycle LOS Score for Intersection

2.104

3.490

2.454
Bicycle LOS
B
B
C
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
do
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

Scenario 6: 6 CM PM

15.4 C

0.030
Name
A St
A St
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Turning Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]
700.

Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
McCoy Ln
Base Volume Input [veh/h]
10 110 20
110 130 10
10 10 10
20 10 110
Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.00 1.00 1.00

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
3 30
5 30
35 3
3 3
3 5
3 30
Total Analysis Volume [veh/h]
11 120
22 120
141
11 11
11 11
22 11
120
Pedestrian Volume [ped/h]
0 0
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.01 0.09

0.03 0.03

0.01 0.05

0.03 0.13
d_M, Delay for Movement [s/veh]

7.62 7.82

15.4 14.8

9.36 14.2

14.9 9.52
Movement LOS
A
A
A
A
A
A
C
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.02 0.01

0.00 0.28

0.00 0.00

0.22 0.22

0.22 0.17

0.54 0.54
95th -Percentile Queue Length [ft/In]

0.60 0.30 0.00

7.04 0.00 0.00

5.62 5.62 5.62

4.21 13.5 13.5
d_A, Approach Delay [s/veh]

0.55 3.45

13.21 10.59
Approach LOS
A
A
B
B
di, Intersection Delay [s/veh]

5.04 Intersection LOS
C
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

Scenario 6: 6 CM PM

25.2 C

0.462
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Name
Skyway Dr
Skyway Dr
Fairway Dr
Base Volume Input [veh/h]
110
800
10 50
670
90 160
20 150
30 20
220
Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

4.00 4.00

4.00 4.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
110
800
10 50
670
90 160
20 150
30 20
220
Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
30 217
3 14
182
24 43
5 41
8 5
60 Total Analysis Volume [veh/h]
120
870
11 54
728
98 174
22 163
33 22
239
Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
Central Coast Transportation Consulting
10 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
72 72
72 72
72 72
72 72
72 72
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
6 23
23 5
21 21
26 26
26 26
g / C, Green / Cycle

0.09 0.32

0.32 0.06

0.29 0.29

0.36 0.36

0.36 0.36
(v / s)_i Volume / Saturation Flow Rate

0.07 0.24

0.24 0.03

0.23 0.23

0.16 0.12

0.03 0.16
s, saturation flow rate [veh/h]
175
184
183
175
184
176
1100
1592
1179
1584
c, Capacity [veh/h]
156
584
581
114
539
517
324
569
391
566
d1, Uniform Delay [s]

31.9 22.0

22.0 32.4

23.2 23.2

27.08 16.78

20.99 17.76
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

2.95 2.87

2.88 1.14

3.56 3.71

1.97 0.47

0.13 0.83
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.77 0.76

0.76 0.47

0.78 0.78

0.54 0.33

0.08 0.46
d, Delay for Lane Group [s/veh]

34.9 24.8

24.9 33.5

26.8 27.0

29.05 17.25

21.12 18.59
Lane Group LOS

C C C C C C C
I
B
C
B
Critical Lane Group
Yes
No
No
No
No
Yes
No
No No
No
Yes
50th -Percentile Queue Length [veh/In]

1.95 6.03

6.01 0.85

6.04 5.82

2.77 2.05

0.41 3.08
50th -Percentile Queue Length [ft/In]

48.6 150.
150.

21.2 150.
145.

69.16 51.31

10.26 77.12
95th -Percentile Queue Length [veh/In]

3.50 10.0

10.0 1.53

10.0 9.77

4.98 3.69

0.74 5.55
95th -Percentile Queue Length [ft/In]

87.5 251.
250.

38.2 251.
244.
124.49

92.36 18.47
138.81
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
d_M, Delay for Movement [s/veh]

34.9 24.8

24.9 33.5

26.9 27.0

29.0 17.2

17.2 21.1

18.5 18.5
Movement LOS
C C
C
C C
C
C B
B
C B
B
d_A, Approach Delay [s/veh]

26.09 27.33

22.97 18.88
Approach LOS
C
C
C
B
d_l, Intersection Delay [s/veh]

25.24 Intersection LOS
C
Intersection V/C

0.462
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

25.68 25.68

25.68 25.68
I_p,int, Pedestrian LOS Score for Intersection

3.022

3.332

2.187

2.093
Crosswalk LOS
C
C
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1409
1409
1412
1412
d_b, Bicycle Delay [s]

3.13 3.13

3.10 3.10
I_b,int, Bicycle LOS Score for Intersection

2.385

2.286

2.152

2.045
Bicycle LOS
B
B
B
B
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
12 26s
.6 24s
al
PP
8 33s -
r'
r
Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM PM (updated timings).pdf Turning Movement Volume: Summary
Scenario 6: 6 CM PM
Scenario 6 CM PM
8/14/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
150
110
50 40
60 210
290
650
160
50 430
30 2230
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
10 110
20 110
130
10 10
10 10
20 10
110
560
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
110
800
10 50
670
90 160
20 150
30 20
220
2330
Central Coast Transportation Consulting 14

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 6: 6 CM PM
r? ' !J2'2
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street
A St/McCoy Ln
Skyway Dr/Fairway Dr
650
160
00 00 0
NODS
JAL
30 430
50 10
10 1
000
1 , r
11100
20 160
150
J
0 0
0u)
�CO
00 220
30 Central Coast Transportation Consulting
15 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 7: 7 CM +P AM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM+P AM (updated timings).pdf Intersection Analysis Summary
Scenario 7 CM +P AM
8/14/2023
ID
Intersection Name
Control Type
Method
Worst Mvmt
V/C
Delay (s/veh)
LOS
1 Betteravia Road/A Street
Signalized
HCM 6th
Edition
NB Left

0.610

33.3 C
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
WB Thru

0.026

14.1 B
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
SB Left

0.535

21.9 C
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 7: 7 CM +P AM
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

33.3 C

0.610
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Name
A St
A St
Betteravia Rd
Betteravia Rd
Base Volume Input [veh/h]
113
41 46
30 133
190
120
440
148
79 300
20 Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
113
41 46
30 133
190
120
440
148
79 300
20 Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
31 11
13 8
36 52
33 120
40 21
82 5
Total Analysis Volume [veh/h]
123
45 50
33 145
207
130
478
161
86 326
22 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
1 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1 1
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
1 0
Central Coast Transportation Consulting
3 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
85 85
85 85
85 85
85 85
85 85
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
8 24
4 20
8 26
26 6
24 24
g / C, Green / Cycle

0.09 0.29

0.04 0.24

0.10 0.31

0.31 0.07

0.29 0.29
(v / s)_i Volume / Saturation Flow Rate

0.07 0.06

0.02 0.22

0.08 0.27

0.11 0.05

0.18 0.01
s, saturation flow rate [veh/h]
1695
1629
1695
1613
169
178
147
169
178
151
c, Capacity [veh/h]
154
467
76 388
162
556
461
122
513
435
dl, Uniform Delay [s]

37.91 22.97

39.59 31.37

37.6 27.5

22.5 38.6

26.4 21.8
k, delay calibration

0.04 0.04

0.04 0.08

0.04 0.15

0.15 0.04

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

3.54 0.08

1.45 6.55

3.46 5.64

0.64 2.82

1.86 0.07
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.80 0.20

0.43 0.91

0.80 0.86

0.35 0.71

0.64 0.05
d, Delay for Lane Group [s/veh]

41.45 23.05

41.04 37.93

41.1 33.1

23.1 41.4

28.2 21.9
Lane Group LOS
D
C
D
D

D C C D C C
Critical Lane Group
Yes
No
No
Yes
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

2.55 1.37

0.68 7.27

2.66 9.15

2.36 1.76

5.54 0.30
50th -Percentile Queue Length [ft/In]

63.82 34.28

16.91 181.76

66.4 228.

59.1 43.8
138.

7.59 95th -Percentile Queue Length [veh/In]

4.60 2.47

1.22 11.69

4.78 14.1

4.26 3.16

9.41 0.55
95th -Percentile Queue Length [ft/In]
114.88

61.70 30.45
292.31
119.
352.
106.

79.0 235.

13.6 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
d_M, Delay for Movement [s/veh]

41.4 23.0

23.0 41.0

37.9 37.9

41.1 33.1

23.1 41.4

28.2 21.9
Movement LOS
D C
C
D
D
D C
C
D C
C
d_A, Approach Delay [s/veh]

33.43 38.20

32.42 30.56
Approach LOS
C
D
C
C
d_l, Intersection Delay [s/veh]

33.33 Intersection LOS
C
Intersection V/C

0.610
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]
3421.52

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

34.83 34.83

17.69 34.83
I_p,int, Pedestrian LOS Score for Intersection

2.204

2.192

2.625

2.495
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
709
709
1182
1182
d_b, Bicycle Delay [s]

17.69 17.69

7.10 7.10
I_b,int, Bicycle LOS Score for Intersection

1.919

2.195

2.828

2.276
Bicycle LOS
A
B
C
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
do
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial Scenario 7: 7 CM +P AM
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

14.1 B

0.026
Name
A St
A St
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Turning Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]
700.

Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
McCoy Ln
Base Volume Input [veh/h]
10 99 11
70 200 20
10 0 10
33 10 70
Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

7.00 7.00

7.00 7.00
Growth Factor

1.00 1.00 1.00

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
3 27
3 19
54 5
3 0
3 9
3 19
Total Analysis Volume [veh/h]
11 108
12 76
217
22 11
0 11
36 11
76 Pedestrian Volume [ped/h]
0 0
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.01 0.05

0.03 0.00

0.01 0.07

0.03 0.08
d_M, Delay for Movement [s/veh]

7.82 7.66

14.1 9.29

12.9 14.1

9.19 Movement LOS
A
A
A
A
A
A
B
A
B
B
A
95th -Percentile Queue Length [veh/In]

0.03 0.01

0.00 0.17

0.00 0.00

0.12 0.12

0.24 0.35

0.35 95th -Percentile Queue Length [ft/In]

0.65 0.32 0.00

4.21 0.00 0.00

3.07 3.07

5.92 8.69 8.69
d_A, Approach Delay [s/veh]

0.66 1.85

11.71 10.72
Approach LOS
A
A
B
B
di, Intersection Delay [s/veh]

3.80 Intersection LOS
B
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 7: 7 CM +P AM
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

21.9 C

0.535
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Name
Skyway Dr
Skyway Dr
Fairway Dr
Base Volume Input [veh/h]
194
590
20 110
730
218
113
20 154
10 10
50 Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

5.00 5.00

5.00 5.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
194
590
20 110
730
218
113
20 154
10 10
50 Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
53 160
5 30
198
59 31
5 42
3 3
14 Total Analysis Volume [veh/h]
211
641
22 120
793
237
123
22 167
11 11
54 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
Central Coast Transportation Consulting
10 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
67 67
67 67
67 67
67 67
67 67
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
10 29
29 6
25 25
14 14
14 14
g / C, Green / Cycle

0.15 0.42

0.42 0.09

0.37 0.37

0.21 0.21

0.21 0.21
(v / s)_i Volume / Saturation Flow Rate

0.12 0.18

0.18 0.07

0.29 0.29

0.09 0.12

0.01 0.04
s, saturation flow rate [veh/h]
173
182
180
173
182
168
1304
1579
1165
1592
c, Capacity [veh/h]
257
774
765
162
674
622
289
324
182
326
dl, Uniform Delay [s]

27.8 13.6

13.6 29.7

18.9 18.9

27.53 24.18

29.78 22.19
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

2.48 0.54

0.55 2.47

3.07 3.36

1.42 2.38

0.20 0.42
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.82 0.43

0.43 0.74

0.79 0.80

0.43 0.58

0.06 0.20
d, Delay for Lane Group [s/veh]

30.3 14.2

14.2 32.2

22.0 22.3

28.95 26.56

29.98 22.62
Lane Group LOS

C B B C C C C
C
C
C
Critical Lane Group
Yes
No
No
No
No
Yes
No
Yes
No
No
50th -Percentile Queue Length [veh/In]

3.04 2.87

2.84 1.78

6.46 6.03

1.84 2.69

0.17 0.82
50th -Percentile Queue Length [ft/In]

75.9 71.8

71.0 44.4
161.
150.

46.11 67.17

4.18 20.47
95th -Percentile Queue Length [veh/In]

5.47 5.17

5.11 3.20

10.6 10.0

3.32 4.84

0.30 1.47
95th -Percentile Queue Length [ft/In]
136.
129.
127.

80.0 265.
251.

83.00 120.91

7.52 36.85
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
d_M, Delay for Movement [s/veh]

30.3 14.2

14.2 32.2

22.1 22.3

28.9 26.5

26.5 29.9

22.6 22.6
Movement LOS
C B
B
C C
C
C C
C
C C
C
d_A, Approach Delay [s/veh]

18.10 23.21

27.50 23.68
Approach LOS
B
C
C
C
d_l, Intersection Delay [s/veh]

21.93 Intersection LOS
C
Intersection V/C

0.535
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

23.55 23.55

23.55 23.55
I_p,int, Pedestrian LOS Score for Intersection

2.959

3.198

2.258

2.028
Crosswalk LOS
C
C
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1500
1500
1503
1503
d_b, Bicycle Delay [s]

2.10 2.10

2.07 2.07
I_b,int, Bicycle LOS Score for Intersection

2.281

2.508

2.074

1.685
Bicycle LOS
B
B
B
A
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
12 26s
.6 24s
1 p
E8 33s
r
r:
:r.

Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 7: 7 CM +P AM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM+P AM (updated timings).pdf Turning Movement Volume: Summary
Scenario 7 CM +P AM
8/14/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
113
41 46
30 133
190
120
440
148
79 300
20 1660
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
10 99
11 70
200
20 10
0 10
33 10
70 543
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
194
590
20 110
730
218
113
20 154
10 10
50 2219
Central Coast Transportation Consulting 14

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 7: 7 CM +P AM
•
r? 'JUT) i'41;.1 ,!; -if
(`, �!��!i 1'I�j�rJ�•
('2rJ22)n
PrrJr.j
_
• • :gib • 1L it
:113
Santa
Skyway Dr/Fairway Dr
Betteravia Road/A Street
A St/McCoy Ln
Central Coast Transportation Consulting
15 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 8: 8 CM +P PM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM+P PM (updated timings).pdf Intersection Analysis Summary
Scenario 8 CM +P PM
8/14/2023
ID
Intersection Name
Control Type
Method
Worst Mvmt
V/C
Delay (s/veh)
LOS
1 Betteravia Road/A Street
Signalized
HCM 6th
Edition
EB Left

0.721

52.0 D
2 A St/McCoy Ln
Two-way stop
p
HCM 6th
Edition
EB Left

0.032

16.0 C
3 Skyway Dr/Fairway Dr
Signalized
HCM 6th
Edition
NB Left

0.467

25.8 C
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

Central Coast Transportation Consulting 1

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 8: 8 CM +P PM
Intersection Level Of Service Report
Intersection 1: Betteravia Road/A Street
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

52.0 D

0.721
Name
A St
A St
Betteravia Rd
Betteravia Rd
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 I*
1 t"►
1 1 r
l i t
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 1
1 1
Entry Pocket Length [ft]
120.
105.
150.

25.0 250.
460.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

40.00 40.00

45.00 45.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
Yes
Yes
Yes
Yes
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 2

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Name
A St
A St
Betteravia Rd
Betteravia Rd
Base Volume Input [veh/h]
157
112
67 40
61 210
290
650
163
58 430
30 Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
157
112
67 40
61 210
290
650
163
58 430
30 Peak Hour Factor

0.94 0.94

0.94 0.94
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
42 30
18 11
16 56
77 173
43 15
114
8 Total Analysis Volume [veh/h]
167
119
71 43
65 223
309
691
173
62 457
32 Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
1 1
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1 1
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
1 0
Central Coast Transportation Consulting
3 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
145
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.1 4.4

4.4 4.8

4.4 4.8
All red [s]

2.0 1.5

2.0 1.0

2.0 1.0
Split [s]
27 36
27 36
27 56
27 56
Vehicle Extension [s]

2.0 2.0

2.0 4.0

2.0 4.0
Walk [s]
4 0
4 4
Pedestrian Clearance [s]
29 0
20 15
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.1 3.9

4.4 3.8

4.4 3.8
Minimum Recall
No
No
No
No
No
Yes
No
Yes
Maximum Recall
No
No
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Detector Location [ft]

20.0 20.0

20.0 20.0
Detector Length [ft]

0.0 0.0

0.0 0.0
I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
4 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Lane Group
L
C
L
C
L
C
R
L
C
R
C, Cycle Length [s]
111
111
111
111
111
111
111
111
111
111
L, Total Lost Time per Cycle [s]

6.10 5.90

6.40 5.80

5.80 6.40

5.80 5.80
11_p, Permitted Start -Up Lost Time [s]
12, Clearance Lost Time [s]

4.10 3.90

4.40 3.80

3.80 4.40

3.80 3.80
g_i, Effective Green Time [s]
13 30
5 22
20 46
46 6
32 32
g / C, Green / Cycle

0.12 0.27

0.05 0.20

0.18 0.41

0.41 0.05

0.29 0.29
(v / s)_i Volume / Saturation Flow Rate

0.10 0.11

0.03 0.18

0.18 0.39

0.12 0.04

0.26 0.02
s, saturation flow rate [veh/h]
1695
1670
1695
1566
169
178
148
169
178
151
c, Capacity [veh/h]
195
451
79 315
304
735
611
91 511
433
dl, Uniform Delay [s]

48.36 33.51

51.97 43.58

45.7 31.3

21.6 51.7

38.0 28.9
k, delay calibration

0.04 0.04

0.04 0.14

0.35 0.36

0.15 0.04

0.18 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

4.09 0.23

2.20 12.64

46.8 17.1

0.36 3.31

8.86 0.10
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.85 0.42

0.55 0.92

1.02 0.94

0.28 0.68

0.89 0.07
d, Delay for Lane Group [s/veh]

52.45 33.74

54.17 56.22

92.5 48.5

22.0 55.0

46.9 29.0
Lane Group LOS
D
C
D
E
F
D C E
DC
Critical Lane Group
Yes
No
No
Yes
Yes
No
No
No
Yes
No
50th -Percentile Queue Length [veh/In]

4.67 4.15

1.20 8.64

12.0 19.9

2.91 1.74

12.6 0.62
50th -Percentile Queue Length [ft/In]
116.72
103.81

30.02 216.07
300.
499.

72.7 43.4
315.

15.4 95th -Percentile Queue Length [veh/In]

8.21 7.47

2.16 13.46

17.8 27.3

5.24 3.12

18.4 1.11
95th -Percentile Queue Length [ft/In]
205.32
186.87

54.04 336.60
446.
682.
130.

78.1 461.

27.7 Central Coast Transportation Consulting
5 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
d_M, Delay for Movement [s/veh]

52.4 33.7

33.7 54.1

56.2 56.2

92.5 48.5

22.0 55.0

46.9 29.0
Movement LOS
D C
C
D E
E
F D
C
E D
C
d_A, Approach Delay [s/veh]

42.49 55.95

56.22 46.82
Approach LOS
D
E
E
D
d_l, Intersection Delay [s/veh]

52.00 Intersection LOS
D
Intersection V/C

0.721
Other Modes
g_Walk,mi, Effective Walk Time [s]

8.0 8.0

30.1 8.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]
1422.78

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

47.91 47.91

29.60 47.91
I_p,int, Pedestrian LOS Score for Intersection

2.237

2.295

2.863

2.639
Crosswalk LOS
B
B
C
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
541
541
902
902
d_b, Bicycle Delay [s]

29.60 29.60

16.76 16.75
I_b,int, Bicycle LOS Score for Intersection

2.149

2.106

3.495

2.469
Bicycle LOS
B
B
C
B
Sequence
Ring 1
1 2
3 4
Ring 2
Ring 3
5 6
7 8
do
Ring 4
102
um
1 11C-335
Central Coast Transportation Consulting
6 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Two-way stop
HCM 6th Edition
15 minutes
Santa Maria A Street Industrial Scenario 8: 8 CM +P PM
Intersection Level Of Service Report
Intersection 2: A St/McCoy Ln
Delay (sec / veh):

Level Of Service:

Volume to Capacity (v/c):

16.0 C

0.032
Name
A St
A St
McCoy Ln
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
"I I"►
1 t"►
1 1 t"►
Turning Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
0 1
1 0
0 0
0 1
Entry Pocket Length [ft]

85.0 150.
100.

No. of Lanes in Exit Pocket
0 0
0 1
0 0
0 0
Exit Pocket Length [ft]
700.

Speed [mph]

40.00 40.00

30.00 35.00
Grade [%]

0.00 0.00

0.00 0.00
Crosswalk
Yes
Yes
Yes
No
Volumes
Name
A St
A St
McCoy Ln
Base Volume Input [veh/h]
10 136 22
110 142 10
10 10 10
21 10 110
Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

8.00 8.00

8.00 8.00
Growth Factor

1.00 1.00 1.00

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
3 37
6 30
39 3
3 3
3 6
3 30
Total Analysis Volume [veh/h]
11 148
24 120
154
11 11
11 11
23 11
120
Pedestrian Volume [ped/h]
0 0
0 Central Coast Transportation Consulting
7 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio

0.01 0.09

0.03 0.03

0.01 0.06

0.03 0.13
d_M, Delay for Movement [s/veh]

7.65 7.90

16.0 15.4

9.46 14.8

15.5 9.66
Movement LOS
A
A
A
A
A
A
C
C
A
B
C
A
95th -Percentile Queue Length [veh/In]

0.02 0.01

0.00 0.29

0.00 0.00

0.24 0.24

0.24 0.19

0.56 0.56
95th -Percentile Queue Length [ft/In]

0.61 0.30 0.00

7.25 0.00 0.00

5.92 5.92 5.92

4.71 13.9 13.9
d_A, Approach Delay [s/veh]

0.46 3.33

13.65 10.86
Approach LOS
A
A
B
B
di, Intersection Delay [s/veh]

4.82 Intersection LOS
C
Central Coast Transportation Consulting
8 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Control Type:

Analysis Method:

Analysis Period:

Intersection Setup
Santa Maria A Street Industrial Scenario 8: 8 CM +P PM
Intersection Level Of Service Report
Intersection 3: Skyway Dr/Fairway Dr
Signalized Delay (sec / veh):

HCM 6th Edition Level Of Service:
15 minutes Volume to Capacity (v/c):

25.8 C

0.467
Name
Skyway Dr
Skyway Dr
Fairway Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
1 1I"►
1 1 t"►
1 1"
1 1"►
Tuming Movement
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Left
Thru
Righ
Lane Width [ft]

12.0 12.0

12.0 12.0
No. of Lanes in Entry Pocket
1 0
1 0
1 0
1 0
Entry Pocket Length [ft]
130.
145.

95.0 100.

No. of Lanes in Exit Pocket
0 0
0 0
0 0
0 0
Exit Pocket Length [ft]
Speed [mph]

55.00 55.00

40.00 40.00
Grade [%]

0.00 0.00

0.00 0.00
Curb Present
No
No
No
No
Crosswalk
Yes
Yes
Yes
Yes
Central Coast Transportation Consulting 9

Generated with
Version 2023 (SP 0-3)
Volumes
PTV
VISTRO
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Name
Skyway Dr
Skyway Dr
Fairway Dr
Base Volume Input [veh/h]
116
800
10 50
670
93 167
20 162
30 20
220
Base Volume Adjustment Factor

1.00 1.00

1.00 1.00
Heavy Vehicles Percentage [%]

4.00 4.00

4.00 4.00
Growth Factor

1.00 1.00

1.00 1.00
In -Process Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Site -Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass -by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
Total Hourly Volume [veh/h]
116
800
10 50
670
93 167
20 162
30 20
220
Peak Hour Factor

0.92 0.92

0.92 0.92
Other Adjustment Factor

1.00 1.00

1.00 1.00
Total 15 -Minute Volume [veh/h]
32 217
3 14
182
25 45
5 44
8 5
60 Total Analysis Volume [veh/h]
126
870
11 54
728
101
182
22 176
33 22
239
Presence of On -Street Parking
No
No
No
No
No
No
No
No
On -Street Parking Maneuver Rate [/h]
Local Bus Stopping Rate [/h]
0 0
0 0
v_do, Outbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0 0
0 0
v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0 0
0 0
v_ab, Comer Pedestrian Volume [ped/h]
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
Central Coast Transportation Consulting
10 Generated with
Version 2023 (SP 0-3)
PTV
Intersection Settings
VISTRO
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Located in CBD
No
Signal Coordination Group
-
Cycle Length [s]
149
Coordination Type
Time of Day Pattern Coordinated
Actuation Type
Fully actuated
Offset [s]

0.0 Offset Reference
Lead Green - Beginning of First Green
Permissive Mode
SingleBand
Lost time [s]

4.8 5.5

4.4 4.4
All red [s]

2.0 1.0

1.0 1.0
Split [s]
37 57
37 57
56 56
Vehicle Extension [s]

2.0 4.0

4.0 4.0
Walk [s]
7 7
7 7
Pedestrian Clearance [s]
19 17
26 26
Delayed Vehicle Green [s]

0.0 0.0

0.0 0.0
Rest In Walk
No
No
No
No
11, Start -Up Lost Time [s]

2.0 2.0

2.0 2.0
12, Clearance Lost Time [s]

4.8 4.5

3.4 3.4
Minimum Recall
No
Yes
No
Yes
No
No
Maximum Recall
No
No
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
Detector Location [ft]
100.
100.

0.0 0.0
100.

Detector Length [ft]

0.0 0.0

0.0 I, Upstream Filtering Factor

1.00 1.00

1.00 1.00
Exclusive Pedestrian Phase
Pedestrian Signal Group
0 Pedestrian Walk [s]
0 Pedestrian Clearance [s]
0 Central Coast Transportation Consulting
11 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Lane Group Calculations
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
Lane Group
L
C C L
CC
L
C
L
C
C, Cycle Length [s]
74 74
74 74
74 74
74 74
74 74
L, Total Lost Time per Cycle [s]

6.80 6.50

6.50 6.80

6.50 6.50

5.40 5.40

5.40 5.40
11_p, Permitted Start -Up Lost Time [s]

2.00 2.00
12, Clearance Lost Time [s]

4.80 4.50

4.50 4.80

4.50 4.50

3.40 3.40

3.40 3.40
g_i, Effective Green Time [s]
7 24
24 5
21 21
27 27
27 27
g / C, Green / Cycle

0.09 0.32

0.32 0.06

0.29 0.29

0.36 0.36

0.36 0.36
(v / s)_i Volume / Saturation Flow Rate

0.07 0.24

0.24 0.03

0.23 0.23

0.17 0.12

0.03 0.16
s, saturation flow rate [veh/h]
175
184
183
175
184
176
1100
1590
1165
1584
c, Capacity [veh/h]
162
589
586
112
537
514
329
577
384
575
dl, Uniform Delay [s]

32.7 22.4

22.4 33.3

24.0 24.0

27.59 17.12

21.62 17.94
k, delay calibration

0.04 0.15

0.15 0.04

0.15 0.15

0.15 0.15
1, Upstream Filtering Factor

1.00 1.00

1.00 1.00
d2, Incremental Delay [s]

3.08 2.75

2.77 1.20

3.71 3.87

2.07 0.50

0.14 0.80
d3, Initial Queue Delay [s]

0.00 0.00

0.00 0.00
Rp, platoon ratio

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Lane Group Results
X, volume / capacity

0.78 0.75

0.75 0.48

0.79 0.79

0.55 0.34

0.09 0.45
d, Delay for Lane Group [s/veh]

35.8 25.2

25.2 34.5

27.7 27.9

29.66 17.62

21.75 18.74
Lane Group LOS

D C C C C C C
I
B
C
B
Critical Lane Group
Yes
No
No
No
No
Yes
Yes
No No
No
No
50th -Percentile Queue Length [veh/In]

2.12 6.21

6.18 0.88

6.32 6.08

2.99 2.27

0.43 3.16
50th -Percentile Queue Length [ft/In]

52.9 155.
154.

22.0 157.
151.

74.70 56.87

10.64 79.00
95th -Percentile Queue Length [veh/In]

3.81 10.2

10.2 1.59

10.4 10.1

5.38 4.09

0.77 5.69
95th -Percentile Queue Length [ft/In]

95.2 257.
256.

39.6 261.
253.
134.46
102.37

19.15 142.21
Central Coast Transportation Consulting
12 Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Movement, Approach, & Intersection Results
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
d_M, Delay for Movement [s/veh]

35.8 25.2

25.2 34.5

27.8 27.9

29.6 17.6

17.6 21.7

18.7 18.7
Movement LOS
D C
C
C C
C
C B
B
C B
B
d_A, Approach Delay [s/veh]

26.55 28.26

23.39 19.08
Approach LOS
C
C
C
B
d_l, Intersection Delay [s/veh]

25.82 Intersection LOS
C
Intersection V/C

0.467
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

11.0 11.0
M_corner, Corner Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
M_CW, Crosswalk Circulation Area [ftZ/ped]

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

26.67 26.67

26.67 26.67
I_p,int, Pedestrian LOS Score for Intersection

3.031

3.348

2.202

2.094
Crosswalk LOS
C
C
B
B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1370
1370
1373
1373
d_b, Bicycle Delay [s]

3.65 3.65

3.62 3.62
I_b,int, Bicycle LOS Score for Intersection

2.390

2.288

2.187

2.045
Bicycle LOS
B
B
B
B
Sequence
Ring 1
1 2
4 Ring 2
Ring 3
5 6
8 Ring 4
12 26s
.6 24s
al
•
8 33s -
r'
r
Central Coast Transportation Consulting 13

Generated with
Version 2023 (SP 0-3)
PTV
VISTRO
Santa Maria A Street Industrial Scenario 8: 8 CM +P PM
Santa Maria A Street Industrial
Vistro File: G:\...\2023_06_Base Scenario.vistro
Report File: G:\...\2023_08 CM+P PM (updated timings).pdf Turning Movement Volume: Summary
Scenario 8 CM +P PM
8/14/2023
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
1 Betteravia Road/A Street
157
112
67 40
61 210
290
650
163
58 430
30 2268
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
2 A St/McCoy Ln
10 136
22 110
142
10 10
10 10
21 10
110
601
ID
Intersection Name
Northbound
Southbound
Eastbound
Westbound
Total
Volume
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
3 Skyway Dr/Fairway Dr
116
800
10 50
670
93 167
20 162
30 20
220
2358
Central Coast Transportation Consulting 14

Generated with
Version 2023 (SP 0-3)
Traffic Volume - Base Volume
VISTRO
PTV
Santa Maria A Street Industrial
Scenario 8: 8 CM +P PM
r? ' !J2'2
Mit:rJ:-;J,
('2rJ22)'„
pry
Betteravia Road/A Street A St/McCoy Ln
Skyway Dr/Fairway Dr
650
163
JjL
J L
t r
30 430
58 10
10 10
NO
*C1,-
r
"")ir
OMCJ
� N
11100
21 167
62 J
CI 0
OO if)
CO
6)00
220
30 Central Coast Transportation Consulting
15 a ocd air pollution control district

SANTA BARBARA COUNTY
August 7, 2024
Cody Graybehl
City of Santa Maria
Community Development Department
110 South Pine Street, #101
Santa Maria, California 93458
Sent Via Email: [email protected]
Re: Santa Barbara County Air Pollution Control District Comments on the Draft Mitigated Negative Declaration for A Street and Fairway Drive General Plan Amendment and Rezone, GPZ2023-0001
Dear Cody Graybehl:

The Santa Barbara County Air Pollution Control District (District) has reviewed the Draft Mitigated Negative Declaration (MND) for the referenced project, which consists of the General Plan Land Use Map Amendment and Zone Change to change the land use designation on a 6.95 -acre parcel from A -AS (Airport -Airport Service) and OS (Open Space) to LI (Light Industrial) and M-1 (Light Manufacturing). The MND assesses the conceptual development of a 100,000 square foot industrial or manufacturing development. No development project application has been submitted. The subject property is identified in the Assessor Parcel Map Book as APN 111-231-016 and is located at the corner of A Street and Fairway Drive in the City of Santa Maria.

District Staff have the following comments on the Draft MND:

1. Trip Generation Rate Discrepancy: The motor vehicle trip emission estimates in Section 3, Air Quality and Section 8, Greenhouse Gas Emissions of the MND were calculated using the trip generation rate provided in the Air Quality and Greenhouse Gas Emissions Study and associated CaIEEMod analysis (Appendix A). However, the assumptions used in the Air Quality and Greenhouse Gas Emissions Study are different than the trip generation rate provided in the Draft Transportation Impact Study (Appendix D). The Air Quality and Greenhouse Gas Emissions Study assumes the project would generate 174 vehicle trips per day; while the Transportation Study identifies that the project would generate 579 vehicle trips per day. The trip rate difference appears to be related to the land use type that was assumed in each analysis, with the Air Quality and Greenhouse Gas Emissions Study assuming the project's land use type as an "unrefrigerated warehouse no rail" land use and the Transportation Study assuming the project type as a "manufacturing" land use. Additionally, the Transportation Study is referencing trip generations rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual's 11th Addition, while the trip generation rates built into CaIEEMod refer to the 10th Edition. Note that Section 17, Transportation of the MND utilizes the trip generation rates from the Transportation Impact Study and the ITE Trip Generation Manual, 11th edition trip rates for manufacturing. We recommend that the air quality and greenhouse gas emission estimates included in the MND be revised based on the more conservative trip rate identified in the Transportation Impact Study.

Aeron Arlin Genet, Air Pollution Control Officer
Appendix E - Public Comments
t. (805) 979-8050 9 260 N. San Antonio Rd., Ste. A Santa Barbara, CA 93110 ) ourair.org y @OurAirSBC

District Comments on A Street and Fairway Drive General Plan Amendment and Rezone, GPZ2023-0001 August 7, 2024

Page 2 ends

Santa Maria City CouncilNovember 19, 2024

Santa Maria City Council
November 19, 2024