RESOLUTION NO. ______-2026
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BARSTOW, CALIFORNIA,
TEMPORARILY CLOSING CERTAIN STREETS WITHIN THE CITY OF BARSTOW IN ACCORDANCE WITH SECTION 21101(e) OF THE CALIFORNIA VEHICLE CODE FOR
STREET REHABILITATION PURPOSES
WHEREAS, Section 21101(e) of the California Vehicle Code (CVC) authorizes the City Council to adopt regulations temporarily closing a portion of any street for the construction and/or maintenance of such streets, when in the opinion of the local authority having jurisdiction, such closure is necessary for the safety and protection of persons who are to use that portion of street during the temporary closure, and WHEREAS, The City Council of the City of Barstow does hereby find that the temporary closure of certain streets within the City of Barstow for road rehabilitation is in the interest of the community.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BARSTOW DOES HEREBY RESOLVE AS FOLLOWS:
1. The City Council of the City of Barstow hereby authorizes the closure of the following streets within the City of Barstow beginning at 7:00 a.m. on Monday, April 20, 2026, through the end of day on Friday, April 24, 2026, as noted on the attached Traffic Control Plan and Detour Map (Exhibit A).
• Hard road closure, with proposed detour routes, at the intersection of Virginia Way and Lillian Drive.
• Hard road closure, with proposed detour routes, at the intersection of Grace Street and Mount Vernon Avenue.
2. The City Council does hereby condition such closure upon placement of adequate traffic control device(s), as per the approved Traffic Control Plan (Exhibit A), at the aforementioned locations and other locations, as necessary to adequately advise drivers, cyclists, and pedestrians of the street closures and available detour routes, as defined in the Traffic Control Plans and Detour Maps, to ensure public safety.
3. The City Council does hereby condition such closure upon the establishment of adequate detours as per the approved Detour Map (Exhibit B).
4. The City Council does hereby authorize the reopening of such streets following completion of the street rehabilitation work by the City’s contractor, SullyMiller, but in no case later than 5:30 p.m. on Friday, April 24, 2026.
PASSED, APPROVED AND ADOPTED THIS 7th day of April, 2026. _______________________________
Timothy R. Silva
Mayor
ATTEST:
_______________________________
Andrea Flores
City Clerk
APPROVED AS TO FORM:
________________________________
Matthew Summers, City Attorney
I, Andrea Flores, City Clerk of the City of Barstow, do hereby certify that the foregoing Resolution No. XXXX-2026 is the actual Resolution duly and regularly adopted by the City Council at a special meeting on the 7th day of April, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
_______________________________
Andrea Flores
City Clerk
ROAD CLOSURE AT EAST
VIRGINIA WAY AND LILLIAN DR
TC-01
02 REG I ST ERED PROFESS I ONA L ENG I NEERM IAN AL I AHMAD Z IA STATE OF CA L I FORN C IV I L I A WORK HOURS: NOTES: 1. ACCESS TO DRIVEWAYS AND SIDE STREETS MUST BE MAINTAINED AT ALL TIMES. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. FLAGGER TO ASSIST PEDESTRIAN CROSSING AS REQUIRED. SIGN LEGENDS:
SCALE 1" = 40'
0' 20' 40' 80' 120'
SPEED LIMIT
DIMENSION
"A" ADVANCE
WARNING
SIGN SPACING
DIMENSION
"L" MERGING
TAPER
LENGTH
DIMENSION
"L/2" SHIFTING
TAPER
LENGTH
DIMENSION"E" BUFFER
SPACE
(0% SLOPE)
MAXIMUM
CHANNELIZER
TAPER
SPACING
MAXIMUM
CHANNELIZER
TANGENT
SPACING
C12(CA)
100' 100' 100'
W20-1 C12(CA)
G20-2
G20-2
W20-1
250' 250'
W20-2 W20-3
R11-2
M4-10(R)
R3-2
W20-1 R3-1
M4-10(L) R11-2
R11-4
100'
R11-2
R11-2 R11-2
R3-1
100' 100'
R3-2
LILLIAN DR
(NOT POSTED)
HELEN RUNYON DR
(NOT POSTED)
65' SHIFTING
TAPER
50' BUFFER
SPACE
250' 250' 250'
W20-1 W20-3 W20-2
G20-2
G20-2
G20-2
250' 250' 250'
W20-2 W20-3 W20-1
R11-4
M4-10(L)
G20-2
W20-1
100'
100'
W20-1
G20-2
SC3(CA)
G20-2
MURIEL DR
(25 MPH)
250' 250' 250'
W20-1 W20-3 W20-2
G20-2
EAST VIRGINIA WAY
(30 MPH)
BARSTOW RD
(35 MPH)
EAST VIRGINIA WAY
(30 MPH) EAST VIRGINIA WAY
(30 MPH)
EAST VIRGINIA WAY
(30 MPH)
M4-10(R)
R11-4
250'
W20-1 SC3(CA)
G20-2
G20-2
W20-1
250'
FY 25-26 STREET
REHABILITATION PROJECT
7:00 AM TO 4:00 PM
30 R11-2
31 31
Exhibit A
Traffic Control Plan
Intersection at Virginia Way and
Lillian Drive
DETOUR PLAN FOR CLOSURE AT
EAST VIRGINIA WAY AND LILLIAN
DR
TC-02
03 REG I ST ERED PROFESS I ONA L ENG I NEERM IAN AL I AHMAD Z IA STATE OF CA L I FORN C IV I L I A R11-4 M4-10(L) R11-2 M4-10(R) SC3(CA) SC3(CA) SC3(CA) SC3(CA) SC3(CA) M4-10(R) M4-10(R) SC3(CA) SC3(CA)
M4-8a
M4-10(R)
R11-4
SC3(CA) SC3(CA) SC3(CA) M4-10(L)
SC3(CA) SC3(CA) SC3(CA) SC3(CA) SC3(CA) M4-10(L)
M4-8a
SC3(CA) SC3(CA) SC3(CA) SC3(CA)
SC3(CA) M4-10(L)SC3(CA) M4-10(L)
SC3(CA) SC3(CA)
M4-8a
M4-10(L)
R11-4
SC3(CA) M4-10(R)
SC3(CA)
SC3(CA)
SC3(CA)
EAST VIRGINIA WAY
M4-8a
ARMORY ROAD
MOUNTAIN VIEW ST
LILLIAN DRIVE
HELEN RUNYON DR
EAST VIRGINIA WAY
ELIZABETH STREET
NAVAJO STREET
CARSON STREET
KELLY DRIVE
LANCE DRIVE
MOUNTAIN VIEW ST
MOUNTAIN VIEW ST
KELLY DRIVE
LANCE DRIVE
MELISSA AVE
GRACE STREET
BARSTOW FREEWAY
MURIEL DRIVE
BARSTOW ROAD
DESERET AVE
SANDY HILL DRIVE
MANZANITA ROAD
ARROYO DRIVE
SANDALWOOD CT
MONTEREY AVENUE
PURPLE SAGA CT
NOT TO SCALE
SIGN LEGENDS:
WORK HOURS:
NOTES:
1. ACCESS TO DRIVEWAYS AND SIDE STREETS MUST BE MAINTAINED AT ALL TIMES.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. FLAGGER TO ASSIST PEDESTRIAN CROSSING AS REQUIRED.
FY 25-26 STREET
REHABILITATION PROJECT
7:00 AM TO 4:00 PM
30 M4-10(R)
31 3031
Exhibit A
Detour Map
Intersection at Virginia Way and Lillian Drive
ROAD CLOSURE AT W GRACE
STREET
TC-27
28 REG I ST ERED PROFESS I ONA L ENG I NEERM IAN AL I AHMAD Z IA STATE OF CA L I FORN C IV I L I A WORK HOURS: 7:00 AM TO 4:00 PM NOTES: 1. ACCESS TO DRIVEWAYS AND SIDE STREETS MUST BE MAINTAINED AT ALL TIMES. 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK. 3. FLAGGER TO ASSIST PEDESTRIAN CROSSING AS REQUIRED. SIGN LEGENDS:
SCALE 1" = 40'
0' 20' 40' 80' 120' 30
SPEED LIMIT
DIMENSION
"A" ADVANCE
WARNING
SIGN SPACING
DIMENSION
"L" MERGING
TAPER
LENGTH
DIMENSION
"L/2" SHIFTING
TAPER
LENGTH
DIMENSION"E" BUFFER
SPACE
(0% SLOPE)
MAXIMUM
CHANNELIZER
TAPER
SPACING
MAXIMUM
CHANNELIZER
TANGENT
SPACING
M4-10(R)
M4-10(R)
M4-10(L)
SC3(CA)
M4-10(L) SC3(CA)
W20-1 W20-3 W20-2
R11-2
M4-10(L)
100'
W20-1
R11-4
M4-10(R)
100'
W20-2 W20-3 W20-1
100'
W20-1
R3-1,SC3(CA)MOD
100'
R3-2 W20-1
100' 100'
100' 100' 100'
100'
W20-1
R3-1,SC3(CA)MOD
G20-2
G20-2
G20-2
G20-2
100' W20-1
G20-2
FY 25-26 STREET
REHABILITATION PROJECT
WEST VIRGINIA WAY
(NON POSTED)
W GRACE ST
(NON POSTED)
MT VERNON ST
(NON POSTED)
S 2ND AVE
(NON POSTED)
S COYOTE LN
(NON POSTED)
MT VERNON ST
(NON POSTED)
R11-2
R11-2
ARVILLE AVE
(NON POSTED) S 1ST AVE (NON POSTED)
ALTA VISTA LN
(NON POSTED)
30 -28
29 31
Exhibit A
Traffic Control Plan and Detour Map
Intersection at Grace Street and Mount Vernon Ave