Art3_Barstow_FY25_BikePed_RimrockRecon_AppTDA3 Bike Ped Application
Project Title: Street Reconstruction Rimrock Road between H St. and Agarita Ave.
Submitted Time: July 15, 2025 10:55 AM
Section A: Project Description (5 points total)
1.Project Title: Street Reconstruction Rimrock Road between H St. and Agarita
Ave.
2.Project Cost
Preconstruction (including right-of-way): 100,000
Construction: 2,260,758
Total Project Cost: 2,360,758
3.Applicant Information
Agency: City of Barstow
Contact Name: Fidel Martinez
Contact Email: fmartinez@barstowca.org
Contact Phone: 760-577-8391
4.Priority if Submitting Multiple Applications:
5.Project Category: "Small" ($250,000 or less) - $2,689,650 available
6.Clear Project Scope of Work
Complete Streets Project including ADA curb ramps, PED path of travel, Class IV
Bike Lane, pavement striping and markings improvements to promote traffic
calming, drainage improvements, full depth reclamation- lowering the carbon
footprint by reusing existing materials and reducing trucking
7.Which type of project is being proposed? Plan, Bicycle Improvement, Pedestrian
Improvement, Safe Routes to School
8.Unless you are applying to create a Plan (in which case, skip to Question 10),
the proposed project MUST be included in SBCTA's Countywide Active
Transportation Plan (CATP). Select the CATP project in the map that best
represents the proposed project.
9.Verified project from CATP
Bike Path: Rimrock Rd.
Sidewalk Path: RIMROCK RD
Point of Interest:
School:
10. Optional: Enter any comments you wish to add.
Planned Class IV - Map shows a planned Class II
Section B: Project Need & Purpose (30 points total)
11.A. List the destinations served. (5 points)
The is a large community need for better access to green spaces. This area of
Barstow is predominately residential with limited walkable parks. the project
would promote youth engagement as over 28% of Barstow's population is
under 18. This means there is a strong need for safe recreation areas to reduce
youth exposure to traffic heavy environments and to promote physical health.
Barstow has a high rate of povety at 23% and low vehicle ownership in certain
tracts making a walkable nearby park essential for equity.
11.B. Upload a map showing destinations served.
12. Provide data to support future use of the proposed project. (5 points)
According to Wikipedia and Census Reporter and the SBCTA website, the
corridor along Rimrock Rd between Lovato and H St is in the general area of
several neighbor hoods. With an average household of 2.8 persons/household
this may generate 20-50 bike trips per day per 100 residents in the immediate
area with daily trips amounting to 200-800. Families with children would benefit
significantly with the project as the project provides a safer route to a nearby
park. Additionally low-income households would also benefit as biking offers a
cost-effective way of transportation. According to SBCTA's website the project
would provide a service to 1,947 residents, 746 jobs, 2 schools, and 1 college.
There have been approximately 30 collisions in the general area and this
project would significantly provide a safe alternative for residents.
13. Enter "City Rank" according to SBCTA's Active Transportation Prioritization. (5
points)
1
Autofill score to be verified by SBCTA staff: 5
14.A. Describe how the project will improve student, cyclists, and/or pedestrian
safety. (5 points)
Currently, there isn't a continuous pathway in place for pedestrians or cyclist
that connects the south west side of Barstow to the south east side of Barstow.
The benefits of this project will include separation of vehicles from pedestrians
and cyclists that could utilize the new pathway to school reducing the potential
risks of collisions. It will also provide a consistent path of travel for all users
including children, seniors, and people with disabilities. The project will provide
increased visibility, clearly defined striping lanes reduce unpredictable riding
patterns and conflicts with cars. A class IV bike lane will provide a physical
barrier that will separate cyclists from motorists.
See Attachment A
14.B. Upload 5-years' worth of the most recent collision data available from the UC
Berkeley's Transportation Injury Mapping System.
15. Explain the multimodal or transit system connectivity provided by this project.
(5 points)
This project delivers a multimodal corridor that will provide enhanced access
for pedestrians, bicyclists, transit riders, and motorists to the key destinations
of Rite Aid and Dollar General on Barstow Rd. Those destinations provide
essential services for elderly residents that need medication or household items
and low income households that depend on budget shopping. Current
pedestrian access is limited and unsafe, with minimal sidewalk coverage and
fast-moving traffic along Rimrock Rd.
16. Attach other supporting documentation in a single .pdf. (5 points)
Sectoin C: Project Schedule/Readiness (15 points total)
17. Describe project readiness. (5 points)
Plans are at 60% completion with the contract and specifications at near
completion. With the support for this project from City Council and the
immediate need to improve the existing conditions our staff is eager to get this
project completed in this fiscal year.
18. Has the agency delivered past projects on schedule as originally scoped? (5
points)
Yes. Our staff has improved our interdepartmental coordination with Planning,
Engineering, Public Works, and Community Development creating an
environment that supports all challenges faced by projects of this scale. City
staff are encouraged to work collaboratively and proactively to meet deadlines
and serve the residents who need these improvements most.
See Attachment B
See Attachment C
19. What provisions does the agency have in place to ensure the facility will be
properly maintained? (5 points)
Our Public Works Department is committed to preserving the quality and safety
of these improvements. Regular inspections, scheduled upkeep, asset tracking
by our Street Maintenance Crews will ensure the project remains a long-term
benefit to the community.
Section D: Cost Effectiveness (15 points total)
Total Units: 116,470
Units Used (ex. miles): SF
Cost per Unit: 20.3
Total Cost: 2,360,758
Section E: Match (25 points total)
Match $ Entry Required: 1,346,000
Total Cost: 2,360,758
Match %: 57
Points: 25
Section F: Historical Program Compliance (10 points total)
Total Compliance Score: 10
Attachment A
QUANTITIES
QUANTITIES
.
N.T.S.
TITLE SHEET
WATER:
GAS:
ELECTRIC:1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
CABLE:
TELEPHONE:
SEWER:
DISPOSAL:
FIBER OPTIC
20.
21.
22.
LEVEL 3 COMMUNICATIONS
1025 ELDORADO BLVD.
BROOMFIELD CO 80021
OFFICE 33A525
720 8882639
MATTHEW.PRIN.#LEVEL3.COM
BURRTEC WASTE
2340 W. MAIN ST. BARSTOW
CALIFORNIA 92311
760 2562730
SPECTRUM CABLE
1881 W. MAIN STREET
BARSTOW CALIFORNIA 92311
760 2563526
VERI=ON
16071 MO-AVE DR. BLDG. A
VICTORVILLE CA 92395
760 2450394
CITY OF BARSTOW
220 E. MT. VIEW
BARSTOW CA 92311
760 2563531
EDISON INTERNATIONAL 30553
RIMROC. ROAD BARSTOW
CALIFORNIA 92311
760 2526451
SOUTHWEST GAS
13471 MARIPOSA ROAD
VICTORVILLE CA 92392
760 2418120
GOLDEN STATE WATER CO.
1521 E. MAIN STREET
BARSTOW CALIFORNIA 92311
760 2562275
THE CONTRACTOR SHALL ASCERTAIN THE EXISTENCE OF ANY CONDITIONS AFFECTING THE COST
OF THE WOR. WHICH WOULD HAVE BEEN DISCLOSED BY REASONABLE EXAMINATION OF THE
SITE.
CONTRACTOR SHALL IMMEDIATELY BRING ANY ERRORS OR OMISSIONS DISCOVERED IN THE
PLANS TO THE ATTENTION OF THE ENGINEER.
CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED EXISTING IMPROVEMENTS WITHIN THE
CONSTRUCTION AREA THAT ARE NOT DESIGNED FOR REMOVAL. REPAIRS AND REPLACEMENTS
SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENTS AND SHALL MATCH THEM IN FINISH AND
DIMENSION.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES ARE NOT
SHOWN ON THIS PLAN. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TA.E PRECAUTIONARY MEASURES TO
PROTECT ALL UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING UNDERGROUND UTILITIES AND SHALL
PERFORM POTHOLING AS NECESSARY AT ALL CROSSINGS PRIOR TO COMMENCING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TA.ING ALL PRECAUTIONS
NECESSARY TO PROTECT ALL EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE
COURSE OF THE WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY
UTILITIES OR STRUCTURES DAMAGED DURING THE COURSE OF THE WOR..
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WOR. SHOWN ON OR RELATED TO
THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A
SAFE PLACE TO WOR. AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND
SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATION OF THE DEPARTMENT OF U.S. LABOR AND WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS.
THE ARCHITECT/CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE
CONTRACTOR
S AND SUBCONTRACTORS
COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND
SAFETY REGULATIONS OF U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS.
THE CONTRACTOR IS HEREBY NOTIFIED THAT DURING THE ENTIRE TERM OF CONSTRUCTION HE
SHALL ADHERE TO N.P.D.E.S. GUIDELINES AND REQUIREMENTS RELATED TO BUT NOT LIMITED TO
DUST CONTROL ENVIRONMENTAL CONSIDERATIONS ETC. IN ADDITION THE CONTRACTOR SHALL
PREPARE AND IMPLEMENT AN EROSION CONTROL PLAN AND HAVE ON FILE WITH THE STATE A
NOTICE OF INTENT WITH A STORM WATER POLLUTION PREVENTION PLAN ON SITE DURING THE
PERIOD OF THIS NOTICE OF INTENT.
COLLAPSIBLE NONCOHESIVE SOILS SHOULD BE ANTICIPATED DURING EXCAVATION OPERATIONS.
SLOPES SHALL BE OVERBUILT AND COMPACTED IN UNIFORM LIFTS AS APPROVED BY SOILS
ENGINEER AND SHALL BE CUT BAC. TO FINISH GRADE. SEE PRO-ECT SOILS REPORT
FREE MOISTURE MAY BE ENCOUNTERED DURING CONSTRUCTION OPERATIONS AND EXCAVATION.
RECOMMENDATIONS OF GEOTECHNICAL REPORT IN THE CONSTRUCTION OF THIS PRO-ECT
SHALL BE FOLLOWED.
DATA OBTAINED FROM THE ONSITE SOILS INDICATES THE POTENTIAL FOR CORROSION. A
CORROSION SPECIALIST SHOULD BE CONSULTED REGARDING MINIMI=ING THE CORROSIVE
EFFECT OF ONSITE SOIL ON UNDERGROUND MATERIALS.
BOULDERS AND/OR COBBLE MAY BE ENCOUNTERED DURING EXCAVATION.
ALL WOR. MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF
BARSTOW ENGINEERING STANDARDS DATED AUGUST 2020 THE 2021 EDITION OF THE STANDARD
PLANS FOR PUBLIC WOR.S CONSTRUCTION SPPWC AND THE 2021 EDITION OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WOR.S CONSTRUCTION SSPWC AND SUPPLEMENTS .
THE CITY SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF CONSTRUCTION. TELEPHONE NO.
760 2555156 760 2555157 OR 760 2563531.
THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND BUSINESSES ABUTTING CONSTRUCTION
AREAS AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION AND SHALL PROVIDE ACCESS TO
RESIDENTS OR BUSINESS CUSTOMERS AS STIPULATED IN SECTION 710 OF THE SSPWC.
PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN A CITY ENCROACHMENT
PERMIT WHICH WILL BE ISSUED AT NO COST.
PRIOR TO EXCAVATION THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT USA TOLL
FREE NO.: 811. A USA AUTHORI=ATION NUMBER IS REQUIRED BEFORE THE CITY ENCROACHMENT
PERMIT WILL BE ISSUED.
THE CONTRACTOR SHALL INSTALL ALL NECESSARY TRAFFIC CONTROL PRIOR TO BEGINNING ANY
WOR. IN THE PUBLIC RIGHTOFWAY. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO
THE CITY ENGINEER OFFICE FOR APPROVAL PRIOR TO ANY WOR. BEING DONE. ROAD CLOSURES
ARE ONLY APPROVED BY CITY COUNCIL AND THIS PROCESS TA.ES WEE.S TO COORDINATE.
WHEN WOR. IS PERFORMED ON A SATURDAY SUNDAY HOLIDAY OR THE DAY CITY HALL IS
CLOSED INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO THE PRECEDING REGULAR
WOR.ING DAY AND OBTAIN PRIOR APPROVAL BY THE CITY ENGINEER. ALL COSTS OF PROVIDING
WEE.END OR HOLIDAY INSPECTIONS SHALL BE BORN BY THE CONTRACTOR.
MANHOLE FRAMES VALVES BOXES SIGNS ETC. WITHIN THE WOR. AREA SHALL BE THE
CONTRACTORS RESPONSIBILITY TO RELOCATE OR AD-UST TO GRADE AS DIRECTED BY CITY
ENGINEER.
ALL SURVEY MONUMENTS AND MAR.ERS SHALL BE THE CONTRACTOR
S RESPONSIBILITY TO
PROTECT IN PLACE UNTIL SURVEYOR HAS TIED OUT LOCATIONS FOR REPLACEMENT PURSUANT TO
BUSINESS AND PROFESSIONS CODE SECTION 8700 TO 8805 LAND SURVEYORS
S ACT .
UNLESS OTHERWISE NOTED ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE
APPLICABLE PROVISIONS OF THE CITY OF BARSTOW STANDARD SPECIFICATIONS FOR PUBLIC
WOR.S CONSTRUCTIONS LATEST REVISIONS AND STANDARD DRAWINGS ON FILE WITH THE CITY
OF BARSTOW.
EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE AND IN OPERATION DURING CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 48HOURS IN ADVANCE OF
EXCAVATION AT 18004224133 FOR EXACT UTILITY LOCATIONS.
ALL EXCAVATIONS SHALL BE BAC.FILLED OR COVERED W/ TRAFFIC RELATED TRENCH PLATES AT
THE END OF EACH WOR.ING DAY AND ROADS OPEN TO VEHICULAR TRAFFIC.
CONTRACTOR WILL BE SUPPLIED WITH ONE 1 SET OF CONTRACT DRAWINGS TO BE USED FOR
ASBUILT DRAWINGS. THE CONTRACTOR SHALL UPDATE THE ASBUILT DRAWINGS DAILY. THE
CONTRACTOR SHALL MA.E THE ASBUILT DRAWINGS AVAILABLE TO THE OWNER ENGINEER OR
INSPECTOR UPON REQUEST. THE ASBUILT DRAWINGS SHALL INCLUDE THE STATIONS OF ALL
MANHOLES INLETS OUTLETS AND LATERAL STUBS. AT THE COMPLETION OF THE PRO-ECT THE
CONTRACTOR SHALL PROVIDE TO THE DESIGN ENGINEER THE ASBUILT PLANS SO HE/SHE CAN
SUBMIT THE ASBUILT PLANS TO THE CITY OF BARSTOW.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES FROM
DAMAGE DURING CONSTRUCTION WHETHER SHOWN ON THIS PLAN OR NOT.
ALL WOR. SHALL BE CONSTRUCTED ACCORDING TO THE VERTICAL AND HORI=ONTAL
MEASUREMENTS OF THESE PLANS AND EXISTING DESIGN STANDARDS. ADEQUATE STA.ES SHALL
BE SET UNDER THE DIRECTION OF A LICENSED SURVEYOR/ENGINEER FOR THE CONSTRUCTOR. ALL
CONSTRUCTION SURVEYING SHALL BE PERFORMED IN ACCORDANCE TO THE SURVEYING
PROCEDURES OF THE SURVEYOR/ENGINEER OF RECORD. IF THIRD PARTY SUBCONTRACTORS
PERFORM THE CONSTRUCTION LAYOUT AND SURVEYING FOR THIS PRO-ECT WITHOUT THE
COORDINATION OF THE SURVEYOR/ENGINEER OF RECORD THEY HAVE ASSUMED THE POSITION OF
SURVEYOR/ENGINEER OF RECORD . THE FINAL CHEC. OF THIS DESIGN IS TO BE THE
CONSTRUCTION STA.ING AS THE DESIGN MEETS THE EXISTING CONTROL AND ELEVATIONS. ALL
EXISTING STREET CROSS SECTIONS SHALL BE VERIFIED FOR MINIMUM CROSS FALL AT TIME OF
STA.ING. ANY DISCREPANCIES TO THE STANDARD DESIGN CRITERIA SHALL BE BROUGHT TO THE
SURVEYOR/ENGINEER OF RECORD ATTENTION PRIOR TO PROCEEDING WITH CONSTRUCTION. IF
CONSTRUCTION CONTINUES WITHOUT VERIFICATION THE CONSTRUCTOR ASSUMES THE
RESPONSIBILITY OF THE CORRECTNESS OF THE INTENDED DESIGN.
A CERTIFICATE OF COMPACTION SIGNED BY THE CITY ENGINEER SHALL BE SUBMITTED FOR ALL
TRENCH BAC.FILLS.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR
WRITTEN AUTHORI=ATION FROM THE ENGINEER AND/OR THE CITY OF BARSTOW.
ALL WOR. WITHIN STATE RIGHTOFWAY MUST CONFORM TO THE 2021 STANDARD SPECIFICATIONS
FOR PUBLIC WOR.S CONSTRUCTION AND STANDARD PLANS.
AT LEAST ONE LANE SHALL BE OPEN TO TRAFFIC AT ALL TIMES DURING CONSTRUCTION.
WHEN A DISCREPANCY OR CONFLICT EXISTS BETWEEN PLAN SPECIFICATION CODE OR STANDARD
THE MORE STRINGENT REQUIREMENT SHALL PREVAIL UNLESS FURTHER DIRECTION IS PROVIDED
BY THE OWNER.
ALL TRENCHING WITHIN THE STREET RIGHTOFWAY SHALL BE PERFORMED IN ACCORDANCE WITH
THE CITY OF BARSTOW
S STANDARD TRENCHING SPECIFICATION. DRAWINGS S1210 SHOWN ON
SHEET 4.
ALL TRAFFIC CONTROL SHALL BE PERFORMED BY CERTIFIED CREWS CERTIFIED BY THE AMERICAN
TRAFFIC SAFETY SERVICES ASSOCIATION ATSSA SPECIFICALLY FOR WOR. SITE TRAFFIC
SUPERVISORS. CONTRACTOR SHALL PROVIDE CERTIFICATION OF STAFF WITH PRO-ECT
SUBMITTALS.
N.T.S.
SHEET NO.DESCRIPTION
1
27
8
910
SHEET INDEX
TITLE SHEET
STREET REHABILITATION PLAN AND PROFILE RIMROC. ROAD
STANDARD DETAILS
SIGNAGE AND STRIPING PLAN RIMROC. ROAD
4.
3.
2.
1.
5.
CONTRACTOR TO PREPARE CONSTRUCTION STAGING PLAN AND TRAFFIC CONTROL PLANS
STAMPED BY PROFESSIONAL ENGINEER SHOWING ALL PHASES OF CONSTRUCTION. CONTRACTOR
TO PROVIDE 24HOUR ACCESS TO RESIDENTS AND EXISTING BUSINESSES AT ALL TIMES. ANY ROAD
CLOSURES TO BE APPROVED BY CITY ENGINEER.
ALL SIGNING STRIPING AND PAVEMENT MAR.INGS SHALL BE IN CONFORMANCE WITH APPLICABLE
PROVISIONS OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SPECIAL
PROVISIONS FOR THIS PRO-ECT.
THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
ALL STRIPING SHALL BE LAYED OUT WITH ANY DEVICE OR METHOD THAT WILL NOT DAMAGE THE
PAVEMENT OR CONFLICT WITH OTHER TRAFFIC CONTROL AND SHALL BE APPROVED BY THE CITY OF
BARSTOW ENGINEER PRIOR TO FINAL STRIPING.
ALL STRIPING AND PAVEMENT MAR.INGS REMOVALS SHOWN ON THE PLANS SHALL BE REMOVED BY
WET SANDBLASTING. PAVEMENT MAR.ER REMOVALS SHOWN ON THE PLANS MAY BE REMOVED BY ANY
METHOD THAT WILL NOT DAMAGE PAVEMENT AND SHALL BE APPROVED BY THE CITY OF BARSTOW
ENGINEER PRIOR TO COMMENCEMENT OF MAR.ER REMOVAL.
ALL STRIPING AND LOOP DETECTORS DISTURBED SHALL BE REPLACED IN .IND.
CENTERLINE
EXISTING PROPERTY LINE
EXISTING WATERLINE
EXISTING ELECTRICAL
EXISTING TELEPHONE
EXISTING FIBER OPTIC
EXISTING GAS
EXISTING OVERHEAD
EXISTING CABLE TV
EXISTING FENCE
EXISTING EDGE OF PAVEMENT
EXISTING FIRE HYDRANT
EXISTING WATER SERVICE
SIGN
POWER POLE
EXISTING STORM DRAIN
DOWN GUY
INDICATES WATER VALVE
INDICATES MAILBOX
INDICATES SPOT ELEVATIONS[[[[.[[
WTR WATER
WM WATER METER
FLOWLINEFL
MB MAIL BOX
D/W DRIVEWAY
FH FIRE HYDRANT
TC TOP OF CURB
AC ASPHALT CONCRETE
BCR BEGIN CURB RETURN
ECR END CURB RETURN
EXISTING CONTOURS2480
PROPOSED CONTOURS2480
SAWCUT LINE
SEWER MANHOLE
INDICATES AC PAVEMENT TO BE REMOVED
INDICATES NEW AC PAVEMENT
INDICATES GRIND AND OVERLAY
TELEPHONE MANHOLE
ELECTRIC VAULT
INDICATES FOUND MONUMENT
INDICATES EXISTING AC PAVEMENT
CITY OF BARSTOW
PRO-ECT NO. 20250030
THIS PRO-ECT IS FOR THE RECONSTRUCTION OF THE PAVING ON RIMROC. ROAD AND THE REPAIR OF
LIMITED CURB GUTTER AND SIDEWAL.S. THE CONTRACTOR SHALL MA.E REASONABLE EFFORTS TO
COMPLY WITH CURRENT ADA STANDARDS. WHERE THE CONDITIONS PROHIBIT THE COMPLIANCE WITH THESE
STANDARDS THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING STAFF FOR CLARIFICATIONS. THE
DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE REPAIR OF EXISTING STRUCTURES DRIVEWAYS
OR SIDEWAL.S AS TO THE CONFORMANCE OF THESE REPAIRS WITH THE AMERICANS WITH DISABILITY ACT
ADA FOR DISABELED PERSONS ACCESS.
THE CONTRACTOR IS TO COOPERATE AND COORDINATE TRAFFIC CONTROL AND CONSTRUCTION
WITH OTHER CONTRACTORS WOR.ING IN THIS PRO-ECT AREA.
THE CITY WILL PROVIDE CONSTRUCTION SURVEYING SERVICES FOR THE PRO-ECT. ONE SET OF STA.ES WILL
BE PROVIDED FOR THE CONTRACTOR
S USE. WHERE CURB IS GOING TO BE REMOVED IT WILL BE TIED OUT
PRIOR TO DEMOLITION AT PREDETERMINED OFFSETS AND REFERENCED BAC. TO EXISTING GRADE. ALL
CROSS GUTTERS SPANDRELS AND ADDITIONAL CONCRETE WOR. WILL ALSO BE STA.ED. WHERE NO CURB
EXISTS A SET OF ROUGH GRADE STA.ES MAY BE SET FIRST IF THERE IS AN EXCESSIVE AMOUNT OF GRADING
TO BE DONE. ALL STA.ES WILL BE SET AT 50
INTERVALS AT GRADE BREA.S AND AT 25
INTERVALS ALONG
VERTICAL CURVES HORI=ONTAL CURVES AND AT CURB RETURNS. PRIOR TO COMMENCEMENT OF WOR. THE
CONTRACTOR AND CITY ENGINEER SHALL MEET AND DETERMINE WHAT AREAS MAY NEED ADDITIONAL
STA.ING TO ACHIEVE THE DESIGNED CROSS SECTION OF THE ROADWAY. ANY RESTA.ING WILL BE DONE AT
THE CONTRACTOR
S EXPENSE. A 48 HOUR NOTICE WILL BE REQUIRED PRIOR TO ANY SCHEDULING OF
SURVEYING SERVICES.
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
TBAC TOP OF BERM ASPHALT CONCRETE
WV(2)
WV(4)
WVWV
WV
WV
FH
WV
FH
WM
WM
PP
PP#1594063E
TEL BOX
TEL BOX
TEL BOX
PP#4350270E
W/ GUY
PP
TEL BOX
TEL MARK 26' TO 28' SOUTH
TEL MARK 26' TO 28' SOUTH
TEL MARK 26' TO 28' SOUTHTEL MARK 4' TO 6' SOUTH TEL MARK 4' TO 6' SOUTH
TEL MARK 4' TO 6' SOUTHTEL MARK 26' TO 28' SOUTH
TEL MARK 4' NORTH
TEL MH
GAS MARK
GAS 4" STEEL
GAS MARK
VAULT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
U.G. CABLE SIGN
LIGHT POLE
TEL MARKNW COR SEC 13
FD 2" IP W/
USGLO BC
WATER MARK
WATER MARK
TEL BOX
WATER MARK WATER MARK
WATER MARK
TEL MARK
GAS MARK
TEL MARK
DW
DW
ELEC BOX(2)
TEL MARK TEL MARK
SIGN
.
PLAN AND PROFILE
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
WV
WV(2)
WV(2)
FH
WV
FH
WV
TEL BOX
TEL MARK 25' TO 27' SOUTH
TEL MARK 4' TO 6' SOUTHTEL MARK 24' TO 26' SOUTH
TEL MARK 26' TO 28' SOUTH
GAS LINE MARKER
GAS LINE MARKER
SIGN
SIGN
SIGNSIGN
SIGN
SIGN
STEEL CABLE
DW
TEL MARK
GAS 2" PLAS GAS TEE
GAS 2" PLAS
TEL MARK
GAS 1/2" PLAS
DW
PLAN AND PROFILE
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
WV(2)WV
WV(2)
WV
FH
FH
WV(2)
TEL BOX
TEL MH
TEL MARK 25' TO 27'
TEL MARK 24' TO 26' SOUTH
SIGN
TEL MARK 23' TO 25' SOUTH
CTV MARK 7' TO 8' O/S SOUTH
TEL MARK 4' TO 6' SOUTH
GAS LINE MARKER
GAS VALVE
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
DW
GAS TEE
GAS 1/2" PLAS
TEL MARK
TEL MARK TEL MARK TEL MARK
GAS MARK
GAS MARK 5' N
TEL MARK 3' NGAS MARK 4' N
GAS 2" PLAS
GAS MARK
PLAN AND PROFILE
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
ARV
WV(2)
WV
WV(2)
WV
FH
FH
WV
ELEC 3' DUCT
ELEC 3' DUCT
TEL BOX
TRANS PAD
2' TEL DUCT
4' TEL DUCT
TEL BOX
TEL BOX
PP 5' HIGH SIGN
SIGN
SPOILS
TEL MARK 4' N GAS MARK 3' N
GAS MARK 7' N
TEL MARK
.
PLAN AND PROFILE
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
WV
WVWV
WV(2)
WV
WV
FH
WM
FH FH
WMWM
GAS 2" PLAS
GAS
GAS
ELEC 3' DUCT
ELEC 3' DUCT
ELEC 3' DUCT
TRANS PAD
TEL MARK
3' ELEC DUCT
2' TEL DUCT
2' TEL DUCT
2' TEL DUCT
4' TEL DUCT
4' TEL DUCT
4' TEL DUCT4' TEL DUCT
GAS 2" PLAS
GAS TEE
GAS 2" PLAS
GAS 2" PLAS
TEL BOX
TEL BOXTEL BOX
TEL MH
SMHSMHSEWER VAULT
SMH
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
DW DW DW
DW DW
ORANGE CHASER
GAS 2" PLAS 8' NORTH
ELEC MARK 4.0 WIDE
GAS 6' NORTH
TEL MARK
PLAN AND PROFILE
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
SCE MH
WVWVWV
WM
WV
FH
WM
TEL BOX
TEL BOX
TEL BOX
TEL BOX
TEL MH
TEL BOX
VAULT
PARKWAY DRAIN
SMH SMH
SIGN
SIGN
SIGN
SIGN
NE COR SEC 13
FD 2" IP W/ GLO BC
TEL MARK
TEL MARK
PLAN AND PROFILE
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTALBASED ON NAD83 CALIFORNIA STATE PLANE
=ONE V CDOT MONUMENT B HILL PID EV0922
COORDINATES: N 2151686.78 E 6851394.48 AND
MONUMENT DAM PID EV0141
COORDINATES: N 2152999.84 E 6858095.14
U.S.G.S. BENCHMAR. A687
LOCATED 188.5 FEET NORTHEAST OF THE -UNCTION OF FIRST
STREET AND IRWIN ROAD IN THE TOP OF SOUTHWEST END OF THE
NORTHWEST CONCRETE WAL.WAY OF A CONCRETE BRIDGE 14 FEET
NORTHWEST OF THE CENTER LINE OF THE STREET 0.5 FOOT
NORTHEAST OF THE SOUTHWEST END OF THE WAL.WAY AND ABOUT
0.5 FOOT HIGHER THAN THE STREET
ELEV 2106.51
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE NOT
GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON AVAILABLE RECORD
INFORMATION AND IT IS POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES
COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND DEPTH OF EXISTING
UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS NECESSARY AT ALL
CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TA.ING ALL PRECAUTIONS NECESSARY TO PROTECT ALL
EXISTING UTILITIES AND STRUCTURES FROM DAMAGE DURING THE COURSE OF THE
WOR. AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES
OR STRUCTURE DAMAGED DURING THE COURSE OF THE WOR..CONTRACTOR TO PROTECT IN PLACE EXISTING SURVEY MONUMENTS.
STANDARD DETAILS
RIMROCK ROAD
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTAL
WV(2)
WV(2)
WV(4)
WVWV
WV
WV
FH
WVFH
WV
FH
WM
WM
PP
PP#1594063E
TEL BOX
TEL BOX
PP#4350270E
W/ GUY
PP
TEL BOX
TEL MH
VAULT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
U.G. CABLE SIGN
LIGHT POLE
NW COR SEC 13
FD 2" IP W/
USGLO BC
WATER MARK
WATER MARK
TEL BOX
WATER MARKTEL MARK
GAS MARK
GAS 4" PLAS DW
DW
ELEC BOX(2)
SIGN
WV(2)
WV
WV
WV(2)
FH
FH
WV WV(2)
TEL BOX
TEL MHSIGN
SIGN
SIGN
SIGNSIGN
SIGNSIGN
SIGN
SIGN
STEEL CABLE
DW
DW
DW
ARV
WV(2)
WV
WV(2)
WV
WV
FH
FH
FH
WV(2)
WV
TEL BOX
TEL BOX
TEL BOX
PP 5' HIGH
GAS VALVE
SIGN
SIGN
SIGN SIGN
SIGN
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTAL
SIGNAGE AND STRIPING PLAN
RIMROCK ROAD
4.
3.
2.
1.
5.
CONTRACTOR TO PREPARE CONSTRUCTION STAGING PLAN AND TRAFFIC CONTROL PLANS
STAMPED BY PROFESSIONAL ENGINEER SHOWING ALL PHASES OF CONSTRUCTION. CONTRACTOR
TO PROVIDE 24HOUR ACCESS TO RESIDENTS AND EXISTING BUSINESSES AT ALL TIMES. ANY ROAD
CLOSURES TO BE APPROVED BY CITY ENGINEER.
ALL SIGNING STRIPING AND PAVEMENT MAR.INGS SHALL BE IN CONFORMANCE WITH APPLICABLE
PROVISIONS OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SPECIAL
PROVISIONS FOR THIS PRO-ECT.
THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
ALL STRIPING SHALL BE LAYED OUT WITH ANY DEVICE OR METHOD THAT WILL NOT DAMAGE THE
PAVEMENT OR CONFLICT WITH OTHER TRAFFIC CONTROL AND SHALL BE APPROVED BY THE CITY OF
BARSTOW ENGINEER PRIOR TO FINAL STRIPING.
ALL STRIPING AND PAVEMENT MAR.INGS REMOVALS SHOWN ON THE PLANS SHALL BE REMOVED BY
WET SANDBLASTING. PAVEMENT MAR.ER REMOVALS SHOWN ON THE PLANS MAY BE REMOVED BY ANY
METHOD THAT WILL NOT DAMAGE PAVEMENT AND SHALL BE APPROVED BY THE CITY OF BARSTOW
ENGINEER PRIOR TO COMMENCEMENT OF MAR.ER REMOVAL.
ALL STRIPING AND LOOP DETECTORS DISTURBED SHALL BE REPLACED IN .IND.
WV
WVWV
WV(2)
WV
WV
FH
WM
FH FH
WMWM
TEL BOX
TRANS PAD
TEL BOX
TEL BOXTEL BOX
TEL MH
SMHSMHSEWER VAULT
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
DW DW DW
SCE MH
WVWVWV
WM
WV
FH
WM
TEL BOX
TEL BOX
TEL BOX
TEL BOX
TEL MH
TEL BOX
VAULT
PARKWAY DRAIN
SMH
SMH
SMH
SMH
SIGN
SIGN
SIGN
SIGN
DW DW
NE COR SEC 13
FD 2" IP W/ GLO BC
CITY OF BARSTOW
PRO-ECT NO. 20250030
Not For Construction
75% SUBMITTAL
SIGNAGE AND STRIPING PLAN
RIMROCK ROAD
4.
3.
2.
1.
5.
CONTRACTOR TO PREPARE CONSTRUCTION STAGING PLAN AND TRAFFIC CONTROL PLANS
STAMPED BY PROFESSIONAL ENGINEER SHOWING ALL PHASES OF CONSTRUCTION. CONTRACTOR
TO PROVIDE 24HOUR ACCESS TO RESIDENTS AND EXISTING BUSINESSES AT ALL TIMES. ANY ROAD
CLOSURES TO BE APPROVED BY CITY ENGINEER.
ALL SIGNING STRIPING AND PAVEMENT MAR.INGS SHALL BE IN CONFORMANCE WITH APPLICABLE
PROVISIONS OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SPECIAL
PROVISIONS FOR THIS PRO-ECT.
THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
ALL STRIPING SHALL BE LAYED OUT WITH ANY DEVICE OR METHOD THAT WILL NOT DAMAGE THE
PAVEMENT OR CONFLICT WITH OTHER TRAFFIC CONTROL AND SHALL BE APPROVED BY THE CITY OF
BARSTOW ENGINEER PRIOR TO FINAL STRIPING.
ALL STRIPING AND PAVEMENT MAR.INGS REMOVALS SHOWN ON THE PLANS SHALL BE REMOVED BY
WET SANDBLASTING. PAVEMENT MAR.ER REMOVALS SHOWN ON THE PLANS MAY BE REMOVED BY ANY
METHOD THAT WILL NOT DAMAGE PAVEMENT AND SHALL BE APPROVED BY THE CITY OF BARSTOW
ENGINEER PRIOR TO COMMENCEMENT OF MAR.ER REMOVAL.
ALL STRIPING AND LOOP DETECTORS DISTURBED SHALL BE REPLACED IN .IND.
Attachment B
07/14/2025 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/1/6
ATP Maps & Summary Data
The tool is designed to support the California Active Transportation Program
(ATP), as well as active transportation users and practitioners throughout
California. The tool utilizes interactive crash maps to allow users to track and
document pedestrian and bicycle crashes and generate data summaries within
specified project and/or community limits.
Step 1: Select a County/City, Bike/Ped, Severity, and Years
County: San Bernardino
City: Barstow
Include 1 mile buffer outside of selected County/City: No
Include State Highway Related Crashes: Yes
Involved With: Pedestrian and Bicycle
Crash Severity: Fatal, Severe Injury, Other Visible Injury, and Complaint of Pain
Year: 2020 - 2024
Crash Summary for initial parameters defined above:
Number of Crashes by Crash Severity
Involved With Fatal Severe Injury Visible Injury Complaint of Pain Total
Bicycle 0 1 1 2 4
Pedestrian 17 13 20 10 60
07/14/2025 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/2/6
County/City Heat Map:
Step 2: Identify your project area to develop a more localized Community
Heat Map
Select the size of your proposed project limits: Less than 3 miles across.
The heat map
intensity scale is
constant
throughout the
state.
07/14/2025 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/3/6
Community Heat Map:
Step 3: Draw the project boundaries to get detailed crash data
summaries and map
07/14/2025 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/4/6
Project Area Crash Map: 2 total crashes.
Step 4: Review the project-specific crash map
07/14/2025 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/5/6
Step 5: Review the crash summary data, graphs and tables provided.
Summary Results
Involved With Fatal Severe Injury Visible Injury Complaint of Pain Total
Bicycle 0 0 0 0 0
Pedestrian 0 1 1 0 2
Crash List
CASE ID Date Time Primary Rd Secondary Rd Dist & Dir
from Int.
Bike Ped Killed Injured
9283228 05/01/2021 18:51 Rimrock Rd Deseret Av 23 ft West No Yes 0 1
9679086 10/31/2023 23:31 Barstow Rd Rimrock Rd 36 ft West No Yes 0 1
07/14/2025 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/6/6
Attachment C