H15030 North San Bernardino ADA Ramps - Plans.pdf
PDF 4 MB Posted
- Attached to
- North San Bernardino ADA Ramps
- Solicitation number
- PWG127-LANDD-6577
- Issued by
- San Bernardino County, San Francisco City, California
About this file
This file comprises architectural and engineering plans for the North San Bernardino ADA Ramps project, a public works initiative under the jurisdiction of San Bernardino County, California. The project focuses on the design and construction specifications for Americans with Disabilities Act (ADA) compliant ramps in the North San Bernardino area. The plans document provides detailed technical drawings, specifications, and site layouts necessary for contractors to understand the scope of work, dimensional requirements, materials, and construction methodologies. The project appears designed to improve accessibility at designated public facilities or locations within the county's service area. Sealed proposals for this project are to be received and publicly opened via GoTo at the County Public Works office located at 825 Third Street, San Bernardino, California 92415, with submission through the Contracts Division. Bidders are required to complete and attach a fully executed proposal with their bid submissions.
The plans document serves as the primary technical reference material for potential bidders and establishes the baseline specifications against which all proposals will be evaluated. No specific pricing information, set-aside provisions, incumbent contractor details, funding sources, or contract term details are contained within the plans document itself, as such administrative and financial terms are typically addressed in the formal invitation for bids, bid documents, and contract award notices issued separately by San Bernardino County Public Works.
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| File | Type | Posted |
|---|---|---|
| H15030 North San Bernardino ADA Ramps - Special Provision.pdf |
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Text version
7/21/2026
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VARIOUS
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NORTH SBD AREA ADA RAMPS
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SAN BERNARDINO AREA
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WORK ORDER NO.
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NOT TO SCALE
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PLANS FOR CONSTRUCTION ON
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LOCATION MAP
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ROAD NO.
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VARIOUS LOCATIONS
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TRANSPORTATION
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PROJECT LOCATION
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DEPARTMENT OF PUBLIC WORKS
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SAN BERNARDINO COUNTY
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SAN BERNARDINO COUNTY
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APPROVED BY:
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DATE
AutoCAD SHX Text 293550-030,380650-010,594350-040,620050-020,629050-040,674250-020
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FILE NO.
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MARK
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REVISIONS
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REVISIONS
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TOT. SHT'S.
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NO CHANGES
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RESIDENT ENGINEER
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MARK
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CHANGES
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FIELD CHANGES
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APPROVED BY:
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DATE
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BYANKA VELASCO, P.E., ASSISTANT DIRECTOR OF PUBLIC WORKS R.C.E. 86679
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NOEL CASTILLO, P.E., DIRECTOR OF PUBLIC WORKS R.C.E. 78044
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E CENTRAL AVE
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E MILL ST
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E HIGHLAND AVE
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E LYNWOOD DR
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E ORANGE SHOW RD
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PALM AVE
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VICTORIA AVE
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WATERMAN AVE
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TIPPECANOE AVE
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E BASELINE ST
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E 9TH ST
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PACIFIC ST
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5TH ST
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3RD ST
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DEL ROSA DR
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E ST
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ARROWHEAD AVE
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2ND ST
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E RIALTO AVE
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NO. OF RAMPS=
I9231 Noel
J3409 Date
J3409 Signature BV
K5031 Image
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K5031 Text Box COLD MILLING SHALL BE PERFORMED ONLY WHERE PAVEMENT THICKNESS IS ADEQUATE FOR THE SPECIFIED MILLING DEPTH. AREAS OF INSUFFICIENT THICKNESS SHALL BE REPORTED TO THE ENGINEER, AND MILLING SHALL NOT PROCEED UNTIL AN APPROVED CORRECTIVE ACTION IS DETERMINED.
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MARK
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REVISIONS
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APPR.
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REVISIONS
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SAN BERNARDINO COUNTY
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J.L. REF.
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W.O. NO.
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PLAN SCALE
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APPROVED BY:
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RECOMMENDED BY:
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CHECKED BY:
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DESIGNED BY:
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DRAWN BY:
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DEPUTY DIRECTOR
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ENGINEERING MANAGER
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SUPERVISING ENGINEER
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DEPARTMENT OF PUBLIC WORKS
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NO CHANGES
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RESIDENT ENGINEER
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MARK
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CHANGES
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FIELD CHANGES
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NORTH SBD AREA ADA RAMPS
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NOTES AND LEGENDS
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SAN BERNADINO AREA
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VARIOUS LIMITS
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AS SHOWN
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MY
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MY
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LL
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LEI LI, P.E.
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CHRIS NGUYEN, P.E.
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MERVAT N. MIKHAIL, P.E.
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FILE NO.
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FILE NO.
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INDEX MAP
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NTS
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INDEX OF SHEETS
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THIS PROJECT REQUIRES A CONTRACTOR'S LICENSE
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TITLE SHEET
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PROJECT NOTES, LEGENDS, INDEX MAP, INDEX OF SHEETS
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PLAN AND PROFILE RAMPS 1, 2 AND 3
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AutoCAD SHX Text THE FOLLOWING SPECIAL DRAWINGS AND COUNTY STANDARDS ARE ATTACHED TO THE SPECIAL PROVISIONS:
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AutoCAD SHX Text THE FACT THAT ANY UTILITY FACILITY IS SHOWN OR NOT SHOWN UPON THE PLANS SHALL NOT
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ALL STATIONING NOTES ON PLAN REFER TO THE CL IMP VARIOUS ROADS OR SIDE STREETS.
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TRANSITIONS AND WARPING SHALL BE AS SHOWN AND AS DETERMINED BY THE ENGINEER.
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RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY UNDER SECTION 5-1.36 C "NON-HIGHWAY
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ASPHALT CONCRETE OVERLAYS SHALL BE FEATHERED TO MEET EXISTING AS SHOWN
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ON THE PLANS OR AS DETERMINED BY THE ENGINEER.
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GENERAL NOTES
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WHICH MAY BE SUBJECT TO DAMAGE BY REASON OF THE CONTRACTOR'S OPERATIONS.
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ALL TREES & VEGETATION OUTSIDE THE LIMITS OF EXCAVATION AND EMBANKMENT SLOPE
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LINES, SHALL BE PROTECTED IN PLACE.
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ALL PAVEMENT WIDTH DIMENSIONS SHOWN ON THE PLANS ARE TO THE EDGE OF
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PAVEMENT OR TO THE TOP OF CURB, UNLESS OTHERWISE NOTED.
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BENCH MARK:
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BASIS OF BEARINGS:
AutoCAD SHX Text THE CENTERLINE OF ELMWOOD ROAD, FROM PACIFIC STREET TO DEL ROSA AVENUE (PT.13-PT.19)
AutoCAD SHX Text FOUND BRASS DISK IN SIDEWALK, STAMPED 'CSB B4-1', @ SW CORNER OF GILBERT STREET TWIN
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RAMP TABLE:
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LOCATION:
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LOCATION 1
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LOCATION 2
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RAMPS:
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SHEET NUMBER:
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SHEET NUMBER 4
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SHEET NUMBER 4
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NW & SW FISHER STREET @ DEL ROSA DRIVE, RAMP 2, RAMP 3
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FG
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FINISHED GRADE
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FL
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FLOW LINE
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ANGLE POINT
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CL
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CENTER LINE
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EP
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EDGE OF PAVEMENT
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PROPERTY LINE
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ABBREVIATIONS LEGEND:
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EL
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NOT TO SCALE
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ELEVATION
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POINT OF INTERSECTION
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EXIST
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EXISTING
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BPR
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BEGIN PAVEMENT RETURN
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BEG
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BEGINNING
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BCR
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BEGIN CURB RETURN
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BDR
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BEGIN DIKE RETURN
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END OF DIKE RETURN
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ECR
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END OF CURB RETURN
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EPR
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END OF PAVEMENT RETURN
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ASPHALT CONCRETE
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AC
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AVENUE
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AVE
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DR
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DRIVE
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DWG
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DRAWING
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MIN
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MINIMUM
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PEC
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PERMIT TO ENTER
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AND CONSTRUCT
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CLF
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CHAIN LINK FENCE
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MAX
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MAXIMUM
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LT
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LEFT
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ASPHALT CONCRETE PAVEMENT
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CONSTRUCTION MATERIALS
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GAS LINE
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SEWER MAIN LINE
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WATER LINE
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ELECTRIC LINE
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TELEPHONE LINE
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PORTLAND CEMENT CONCRETE
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COLD PLANE/MILL AND OVERLAY
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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE DIKE
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UTILITIES TO BE RESET BY OTHERS (SEE NOTE U OF GENERAL NOTES ON THIS SHEET)
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CONSTRUCTION NOTES:
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CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD DWG 115
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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
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REMOVE AND DISPOSE OF TREE AND STUMP OR BUSH, SEE SPECIAL PROVISIONS
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PLACE DETECTABLE WARNING SURFACE PER CALTRANS STD A88A
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PROTECT IN PLACE
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INSTALL 6" RETAINING CURB PER CALTRANS STD A88A
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SAWCUT AND REMOVE EXISTING CURB OR CURB AND GUTTER
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PLACE ASPHALT CONCRETE DIKE PER COUNTY STD DWG 117
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INSTALL CHAIN LINK FENCE CLF-4 PER CALTRANS STD DWG A85
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CONSTRUCT SPANDREL AND/ OR CROSS GUTTER PER COUNTY STD 119
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CURB RETURN NUMBER
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RAMP NUMBER LABEL
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RAMP 1
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DETECTABLE WARNING SURFACE
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PLAN
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UNDERGROUND UTILITY LEGEND
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STERLING AVE
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E HIGHLAND AVE
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BASELINE ST
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TIPPECANOE AVE
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GLASGOW AVE
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FISHER ST
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BESSANT ST
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DEL ROSA DR
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DEL ROSA AVE
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OSBUN RD
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PACIFIC ST
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OSBUN RD
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CROSS ST
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PUMALO ST
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19TH ST
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OSBUN LN
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ELM AVE
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SW BESSANT STREET @ GLASGOW AVE, RAMP 1
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LOCATION 3
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LOCATION 4
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LOCATION 5
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NW & NE PACIFIC STREET @ ELMWOOD ROAD, RAMP 4, RAMP 5
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SHEET NUMBER 5
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SHEET NUMBER 5
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SHEET NUMBER 6
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NW & NE PACIFIC STREET @ ELM AVENUE, RAMP 8, RAMP 9
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NW & NE PACIFIC STREET @ DEL ROSA AVENUE RAMP 6, RAMP 7
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LOCATION 6
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LOCATION 7
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SHEET NUMBER 6
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SHEET NUMBER 7
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NW & SW CROSS STREET @ OSBUN ROAD, RAMP 10, RAMP 11
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LOCATION 8
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SHEET NUMBER 7
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SE 19TH STREET @ ELM AVENUE, RAMP 12
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NW & NE PUMALO STREET @ ROSENA AVENUE, RAMP 13, RAMP 14
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CREEK CHANNEL PER CSFB 4050/1349 NGVD-29 ELEV = 1121.291'
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PER TR.3655, MB 48/26 BEING N00°00'00"E.
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REMOVE ASPHALT CONCRETE SURFACE
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CONSTRUCT 2' MIN SIDEWALK TRANSITION (1.5%%% TO EXISTING SLOPE).
AutoCAD SHX Text CONSTRUCT SIDEWALK AND RAMP PER CALTRANS STD A88A OR A88B CASE PER PLAN AND PER COUNTY
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ASPHALT CONCRETE TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM.
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PLAN AND PROFILE RAMPS 4, 5, 6 AND 7
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PLAN AND PROFILE RAMPS 8, 9, 10 AND 11
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PLAN AND PROFILE RAMPS 12, 13 AND 14
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STRIPING PLAN-RAMP 6-7
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CONSTRUCT CONCRETE PAD PER DETAIL "A" ON SHEET 3
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TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED 2025:
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TO BE SUPPLEMENTED BY THE FOLLOWING MUTCD STANDARD PLANS DATED 2014:
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FIG 2A-2(CA)
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SPEC DWG 1
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SECTION 6D.01
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SECTION 6D.02
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MB
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MAILBOX
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FH
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FIRE HYDRANT
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STORM DRAIN
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RIGHT OF WAY
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PL
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PROPERTY LINE
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SBC
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SAN BERNARDINO COUNTY
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NTS
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STA
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VC
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PI
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NOT TO SCALE
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STATION
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VERTICAL CURVE
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POINT OF INTERSECTION
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THICKNESS
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SHEET
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THK
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SHT
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MIN
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MINIMUM
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PEC
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PERMIT TO ENTER
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AND CONSTRUCT
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MAX
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MAXIMUM
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STD
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STANDARD
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RT
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RIGHT
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LT
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LEFT
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SUR
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SURVEY
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ST
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STREET
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WATER VALVE
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WV
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WM
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WATER METER
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MB
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MAILBOX
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PP
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POWER POLE
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STREET LIGHT
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SLITE
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STPSGN
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STOP SIGN
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SSGN
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SPEED SIGN
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AutoCAD SHX Text REPAINT 12 INCH SOLID WHITE THERMOPLASTIC LIMIT LINE PER CALTRANS 2025 STANDARDS PLAN A24G
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PAINT RED CURB
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CITY OF SAN BERNARDINO
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CITY OF HIGHLAND
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SAN BERNARDINO COUNTY TRAFFIC CONTROL GENERAL NOTES :
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1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST MARKINGS SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST SHALL BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST BE IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST WITH THE CALIFORNIA MUTCD LATEST WITH THE CALIFORNIA MUTCD LATEST THE CALIFORNIA MUTCD LATEST THE CALIFORNIA MUTCD LATEST CALIFORNIA MUTCD LATEST CALIFORNIA MUTCD LATEST MUTCD LATEST MUTCD LATEST LATEST LATEST EDITION. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED IN CONFORMANCE WITH THE 2025 CALTRANS STANDARD ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED IN CONFORMANCE WITH THE 2025 CALTRANS STANDARD PLANS. 3. ALL STRIPING (LONG LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE ALL STRIPING (LONG LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE STRIPING (LONG LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE STRIPING (LONG LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE (LONG LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE (LONG LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE LINE) SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE RETRO-REFLECTIVE PAINT AND ALL PAVEMENT MARKINGS SHALL BE PAINT AND ALL PAVEMENT MARKINGS SHALL BE PAINT AND ALL PAVEMENT MARKINGS SHALL BE AND ALL PAVEMENT MARKINGS SHALL BE AND ALL PAVEMENT MARKINGS SHALL BE ALL PAVEMENT MARKINGS SHALL BE ALL PAVEMENT MARKINGS SHALL BE PAVEMENT MARKINGS SHALL BE PAVEMENT MARKINGS SHALL BE MARKINGS SHALL BE MARKINGS SHALL BE SHALL BE SHALL BE BE BE THERMOPLASTIC. 4. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETRO-REFLECTIVE SHEETING EXCEPT ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETRO-REFLECTIVE SHEETING EXCEPT A. "STOP" SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) "STOP" SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) SETTINGS AND TYPE IX IN URBAN SETTINGS) SETTINGS AND TYPE IX IN URBAN SETTINGS) AND TYPE IX IN URBAN SETTINGS) AND TYPE IX IN URBAN SETTINGS) TYPE IX IN URBAN SETTINGS) TYPE IX IN URBAN SETTINGS) IX IN URBAN SETTINGS) IX IN URBAN SETTINGS) IN URBAN SETTINGS) IN URBAN SETTINGS) URBAN SETTINGS) URBAN SETTINGS) SETTINGS) SETTINGS) RETRO-REFLECTIVE SHEETING. B. "NO PARKING " SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) RETRO-REFLECTIVE SHEETING. "NO PARKING " SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) RETRO-REFLECTIVE SHEETING. C. SCHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) SCHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) IX) FLUORESCENT YELLOW-GREEN (FYG) IX) FLUORESCENT YELLOW-GREEN (FYG) FLUORESCENT YELLOW-GREEN (FYG) FLUORESCENT YELLOW-GREEN (FYG) YELLOW-GREEN (FYG) YELLOW-GREEN (FYG) (FYG) (FYG) RETRO-REFLECTIVE SHEETING. D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND OF DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND DIAMOND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND GRADE (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND (FHWA TYPE IX) RETRO-REFLECTIVE SHEETING AND TYPE IX) RETRO-REFLECTIVE SHEETING AND TYPE IX) RETRO-REFLECTIVE SHEETING AND IX) RETRO-REFLECTIVE SHEETING AND IX) RETRO-REFLECTIVE SHEETING AND RETRO-REFLECTIVE SHEETING AND RETRO-REFLECTIVE SHEETING AND SHEETING AND SHEETING AND AND AND CONFORM TO COUNTY STANDARD 303. E. CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE GRADE (FHWA TYPE IX) FLUORESCENT ORANGE GRADE (FHWA TYPE IX) FLUORESCENT ORANGE (FHWA TYPE IX) FLUORESCENT ORANGE (FHWA TYPE IX) FLUORESCENT ORANGE TYPE IX) FLUORESCENT ORANGE TYPE IX) FLUORESCENT ORANGE IX) FLUORESCENT ORANGE IX) FLUORESCENT ORANGE FLUORESCENT ORANGE FLUORESCENT ORANGE ORANGE ORANGE RETRO-REFLECTIVE SHEETING. 5. DELINEATORS, CHANNELIZERS, AND OBJECT MARKERS SHALL BE OF (FHWA TYPE VII) RETRO-REFLECTIVE SHEETING. 6. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(b). 7. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY GRINDING, OR AS DIRECTED BY COUNTY GRINDING, OR AS DIRECTED BY COUNTY OR AS DIRECTED BY COUNTY OR AS DIRECTED BY COUNTY OR AS DIRECTED BY COUNTY AS DIRECTED BY COUNTY AS DIRECTED BY COUNTY DIRECTED BY COUNTY DIRECTED BY COUNTY BY COUNTY BY COUNTY COUNTY COUNTY REPRESENTATIVE 8. ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 9. ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH DEPRESSIONS OR ELEVATED OBJECTS (i.e. CATCH OR ELEVATED OBJECTS (i.e. CATCH OR ELEVATED OBJECTS (i.e. CATCH ELEVATED OBJECTS (i.e. CATCH ELEVATED OBJECTS (i.e. CATCH OBJECTS (i.e. CATCH OBJECTS (i.e. CATCH (i.e. CATCH (i.e. CATCH CATCH CATCH BASINS, HEADWALLS, POWER POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE HEADWALLS, POWER POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE HEADWALLS, POWER POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE POWER POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE POWER POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE ASPHALT DIKES AND CONCRETE CURBS) SHALL BE ASPHALT DIKES AND CONCRETE CURBS) SHALL BE DIKES AND CONCRETE CURBS) SHALL BE DIKES AND CONCRETE CURBS) SHALL BE AND CONCRETE CURBS) SHALL BE AND CONCRETE CURBS) SHALL BE CONCRETE CURBS) SHALL BE CONCRETE CURBS) SHALL BE CURBS) SHALL BE CURBS) SHALL BE SHALL BE SHALL BE BE BE PROTECTED BY DELINEATORS OR BARRIERS PER THE CALIFORNIA MUTCD LATEST EDITION. 10. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND (i.e. CROSS STREET STOP, STOP LIMIT LINE, AND CROSS STREET STOP, STOP LIMIT LINE, AND CROSS STREET STOP, STOP LIMIT LINE, AND STREET STOP, STOP LIMIT LINE, AND STREET STOP, STOP LIMIT LINE, AND STOP, STOP LIMIT LINE, AND STOP, STOP LIMIT LINE, AND STOP LIMIT LINE, AND STOP LIMIT LINE, AND LIMIT LINE, AND LIMIT LINE, AND LINE, AND LINE, AND AND AND CROSSWALK PAVEMENT MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE PAVEMENT MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE PAVEMENT MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE ON PLANS, IF REMOVED/OBLITERATED, SHALL BE ON PLANS, IF REMOVED/OBLITERATED, SHALL BE PLANS, IF REMOVED/OBLITERATED, SHALL BE PLANS, IF REMOVED/OBLITERATED, SHALL BE IF REMOVED/OBLITERATED, SHALL BE IF REMOVED/OBLITERATED, SHALL BE REMOVED/OBLITERATED, SHALL BE REMOVED/OBLITERATED, SHALL BE SHALL BE SHALL BE BE BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CALIFORNIA MUTCD LATEST EDITION. 11. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH A FINAL REVIEW (WALK THROUGH) WITH A FINAL REVIEW (WALK THROUGH) WITH FINAL REVIEW (WALK THROUGH) WITH FINAL REVIEW (WALK THROUGH) WITH REVIEW (WALK THROUGH) WITH REVIEW (WALK THROUGH) WITH (WALK THROUGH) WITH (WALK THROUGH) WITH THROUGH) WITH THROUGH) WITH WITH WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE.
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FILL WITH DIRT
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COAT OVER COMPACTED NATIVE SOIL
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DIRT
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RESET OR RELOCATE ROAD SIGN PER CA MUTCD 2014, FIG 2A-2(CA)
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REMOVE AND DISPOSE CHAIN LINK FENCE CLF-4
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CB
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CATCH BASIN
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DM
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GYPL
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MANHOLE
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PBOX
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PULLBOX
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STORM DRAIN
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SD
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STREET SIGN NAME
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TEMPORARY CONSTRUCTION
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TCE
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EASEMENT
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VLT-U
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DEAD MAN
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GUY POLE
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VOLT UTILITY BOX
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MISCELLANEOUS DETAILS
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AutoCAD SHX Text COAT OVER (0.48' THK) ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10) OVER PRIME
AutoCAD SHX Text REPAINT THERMOPLASTIC STOP WHITE PAVEMENT MARKING PER CALTRANS 2025 STANDARDS PLAN A24D
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CONSTRUCT SPANDREL AND/ OR CROSS GUTTER PER COUNTY STD 119 (MODIFIED)
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ASPHALT CONCRETE TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM.
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119(MOD)
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OVER COMPACTED NATIVE SOIL
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CONSTRUCT SIDEWALK LANDING (1.5%%% MAX SLOPE)
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PRIME COAT OVER COMPACTED NATIVE SOIL
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CONSTRUCT 6" CURB AND GUTTER PER COUNTY STD DWG 116
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AutoCAD SHX Text CONSTRUCT 6" OR 8" CURB AND GUTTER PER COUNTY STD DWG 110, AND CALTRANS STD A87A TYPE
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RESET LANDSCAPE EDGING BRICKS
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PLACE GROUTED ROCK PER SPEC DWG 1
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6MP
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CONSTRUCT SPANDREL PER COUNTY STD 119 (MODIFIED PER PLAN)
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STANDARDS PLAN A24F DIMENSIONS PER PLAN
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STD 109 AND 110
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REMOVE STRIPING AND PAVEMENT MARKINGS
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EXTEND STRIPING PAINT TO MATCH EXISTING
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CURB AND GUTTER TRANSITION PER COUNTY STD 203
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REFER TO SHEET 3 FOR CONNECTION DETAIL TO CATCH BASIN
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ROOT BARRIER
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INSTALL CURB AND GUTTER SLOT DRAIN WITH 12" PIPE DIA. PER DETAIL C ON SHEET 3
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PIPE CONNECTION TO EXISTING STORM DRAIN PER SPPWC STANDARD DET 335-2
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TO BE SUPPLEMENTED BY THE FOLLOWING SPPWC STANDARD PLANS DATED 2021:
AutoCAD SHX Text 335-2 i6830 Chris's Signature 1 i6830 i6830 Text Box 7/17/2026 i6830 Text Box 7/17/2026 i6830 Text Box 7/24/2026 i6830
EXIST FH
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4" THK MINOR CONCRETE
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DETAIL D-SAWCUT DETAIL AT CURB&GUTTER
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NTS
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OR
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DETAIL B-CONNECTION DETAIL TO CATCH BASIN
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#4 @ 12" OC EPOXY COATED REBAR
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EXISTING CATCH BASIN TOP SLAB
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AutoCAD SHX Text 20"
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5%%%MAX
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SAWCUT LINE
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2' MIN
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2' TYP
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DETAIL-C SLOT DRAIN CONNECTION
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NTS
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ELEVATION-END VIEW
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ELEVATION-SIDE VIEW
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DATE
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MARK
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REVISIONS
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APPR.
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DATE
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MARK
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REVISIONS
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APPR.
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SAN BERNARDINO COUNTY
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J.L. REF.
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W.O. NO.
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SHT. NO.
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TOT. SHT'S.
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PLAN SCALE
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APPROVED BY:
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RECOMMENDED BY:
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CHECKED BY:
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DESIGNED BY:
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DRAWN BY:
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DEPUTY DIRECTOR
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ENGINEERING MANAGER
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DATE
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SUPERVISING ENGINEER
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DATE
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DATE
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DEPARTMENT OF PUBLIC WORKS
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DATE
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NO CHANGES
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RESIDENT ENGINEER
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MARK
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CHANGES
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FIELD CHANGES
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NTS
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MY
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MY
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LL
AutoCAD SHX Text
LEI LI, P.E.
AutoCAD SHX Text
CHRIS NGUYEN, P.E.
AutoCAD SHX Text
MERVAT N. MIKHAIL, P.E.
AutoCAD SHX Text No. C63582
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text U
AutoCAD SHX Text Y
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
NORTH SBD AREA ADA RAMPS
AutoCAD SHX Text J.L.12057
AutoCAD SHX Text H15030
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text 293550-030,380650-010,594350-040,620050-020,629050-040,674250-020
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text 293550-030,380650-010,594350-040,620050-020,629050-040,674250-020
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PLACE ASPHALT CONCRETE DIKE PER COUNTY STD DWG 117
AutoCAD SHX Text
CONSTRUCTION NOTES:
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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
AutoCAD SHX Text COLD PLANE (0.15' THK) EXISTING ASPHALT CONCRETE PAVEMENT APPLY TACK COAT AND PLACE (0.15' THK)
AutoCAD SHX Text
ASPHALT CONCRETE TYPE A, PG 64-28 PM
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD DWG 115
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text
BASELINE ST TO PUMALO ST
AutoCAD SHX Text
SAN BERNARDINO AREA
AutoCAD SHX Text PLACE (0.15' THK) ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM) OVER TACK COAT
AutoCAD SHX Text
OVER COMPACTED NATIVE SOIL
AutoCAD SHX Text OVER (0.48' THK) ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10) OVER PRIME COAT
AutoCAD SHX Text 1A
AutoCAD SHX Text COLD PLANE (0.11' THK) EXISTING ASPHALT CONCRETE PAVEMENT APPLY TACK COAT AND PLACE (0.11' THK)
AutoCAD SHX Text
ASPHALT CONCRETE TYPE A, PG 64-28 PM
AutoCAD SHX Text PLACE (0.11' THK) ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM) OVER TACK COAT
AutoCAD SHX Text
OVER COMPACTED NATIVE SOIL
AutoCAD SHX Text OVER (0.52' THK) ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10) OVER PRIME COAT
AutoCAD SHX Text 10A
AutoCAD SHX Text
AutoCAD SHX Text PLACE (0.15' THK) ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM) OVER TACK COAT
AutoCAD SHX Text
OVER COMPACTED NATIVE SOIL
AutoCAD SHX Text OVER (0.85' THK) ASPHALT CONCRETE (TYPE A, 1" AGGREGATE GRADATION, PG 64-10) OVER PRIME COAT
AutoCAD SHX Text CONSTRUCT 6" OR 8" CURB AND GUTTER PER COUNTY STD DWG 110, AND CALTRANS STD A87A TYPE A2-6 & A2-8
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT SPANDREL AND/ OR CROSS GUTTER PER COUNTY STD 119
AutoCAD SHX Text 6M
AutoCAD SHX Text
CONSTRUCT SPANDREL AND/ OR CROSS GUTTER PER COUNTY STD 119 (MODIFIED)
i6830 Chris's Signature 1 i6830 i6830 Text Box 7/17/2026 i6830 Text Box 7/17/2026 i6830 Text Box 7/24/2026
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STOP
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STPSGN
AutoCAD SHX Text W
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WM
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CL SUR BESSANT ST
AutoCAD SHX Text
CL SUR GLASGOW AVE
AutoCAD SHX Text
RAMP 1 CASE B
AutoCAD SHX Text
LOCATION 1
AutoCAD SHX Text N
AutoCAD SHX Text (30')
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text 7.5%%%
AutoCAD SHX Text 1.08%%%
AutoCAD SHX Text 5.16%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text (33')
AutoCAD SHX Text 5'
AutoCAD SHX Text 4.5'
AutoCAD SHX Text 3'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 9.6'
AutoCAD SHX Text R1-1 S.N.S
AutoCAD SHX Text
WV
AutoCAD SHX Text 8'
AutoCAD SHX Text 5'
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text
STOP
AutoCAD SHX Text 20+21.45
AutoCAD SHX Text
1103.34 FS
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1102.88 FS
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WV(3)
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WV
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FH
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STOP
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STPSGN
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MB
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CL SUR DEL ROSA DR
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CL SUR FISHER ST
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RAMP 3 CASE B
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RAMP 2 CASE CM
AutoCAD SHX Text
LOCATION 2
AutoCAD SHX Text N
AutoCAD SHX Text
SAN BERNARDINO COUNTY
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CITY OF HIGHLAND
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text 7.5%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 3.20%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 3.80%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text (44')
AutoCAD SHX Text (20')
AutoCAD SHX Text (44')
AutoCAD SHX Text (20')
AutoCAD SHX Text 29.41'
AutoCAD SHX Text 5'
AutoCAD SHX Text 6.5'
AutoCAD SHX Text 5'
AutoCAD SHX Text 6'
AutoCAD SHX Text 6'
AutoCAD SHX Text 2'
AutoCAD SHX Text 6'
AutoCAD SHX Text 14.76'
AutoCAD SHX Text 8'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 7.44%%%
AutoCAD SHX Text
S.N.S R1-1 CITY/COUNTY LIMIT MARKER
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WV
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FH
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WV
AutoCAD SHX Text
PAVEMENT MARKING
AutoCAD SHX Text 4.5'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text
STOP
AutoCAD SHX Text 2'
AutoCAD SHX Text 4.5'
AutoCAD SHX Text 1.00%%%
AutoCAD SHX Text
CR16A/RT
AutoCAD SHX Text 30+38.39
AutoCAD SHX Text 3'
AutoCAD SHX Text
MIN
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1115.70 FS
AutoCAD SHX Text
1116.70 FS
AutoCAD SHX Text 3'
AutoCAD SHX Text
CR16A/LT
AutoCAD SHX Text 1.2%%%
AutoCAD SHX Text 1.00%%%
AutoCAD SHX Text 5'
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 0.45%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 2'
AutoCAD SHX Text 15.11'
AutoCAD SHX Text 16.63'
AutoCAD SHX Text 9'
AutoCAD SHX Text 4.97'
AutoCAD SHX Text 31.74'
AutoCAD SHX Text 31.74'
AutoCAD SHX Text
CURB RETURN
AutoCAD SHX Text 26.77'
AutoCAD SHX Text 5'
AutoCAD SHX Text 9.16'
AutoCAD SHX Text 9.16'
AutoCAD SHX Text 11.66'
AutoCAD SHX Text 11.66'
AutoCAD SHX Text 46.64'
AutoCAD SHX Text 46.64'
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CURB RETURN
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31.33' CURB RETURN
AutoCAD SHX Text 2.83'
AutoCAD SHX Text 10.33'
AutoCAD SHX Text 5'
AutoCAD SHX Text 7.33'
AutoCAD SHX Text 5.83'
AutoCAD SHX Text
DATE
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MARK
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REVISIONS
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APPR.
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DATE
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MARK
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REVISIONS
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APPR.
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SAN BERNARDINO COUNTY
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J.L. REF.
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W.O. NO.
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SHT. NO.
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TOT. SHT'S.
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PLAN SCALE
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APPROVED BY:
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RECOMMENDED BY:
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CHECKED BY:
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DESIGNED BY:
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DRAWN BY:
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DEPUTY DIRECTOR
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ENGINEERING MANAGER
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DATE
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SUPERVISING ENGINEER
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DATE
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DATE
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DEPARTMENT OF PUBLIC WORKS
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DATE
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NO CHANGES
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RESIDENT ENGINEER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
CHANGES
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FIELD CHANGES
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BASELINE ST TO PUMALO ST
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
LL
AutoCAD SHX Text
LEI LI, P.E.
AutoCAD SHX Text
CHRIS NGUYEN, P.E.
AutoCAD SHX Text
MERVAT N. MIKHAIL, P.E.
AutoCAD SHX Text No. C63582
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text U
AutoCAD SHX Text Y
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text 293550-030,380650-010,594350-040,620050-020,629050-040,674250-020
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text 293550-030,380650-010,594350-040,620050-020,629050-040,674250-020
AutoCAD SHX Text
NORTH SBD AREA ADA RAMPS
AutoCAD SHX Text
SAN BERNARDINO AREA
AutoCAD SHX Text J.L.12057
AutoCAD SHX Text H15030
AutoCAD SHX Text
PROFILE RAMP 1
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RAMP 2, 3 PLAN NW AND SW FISHER STREET AT DEL ROSA DRIVE
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PLAN AND PROFILE RAMPS 1, 2 AND 3
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GRAPHIC SCALE 1"=10'
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RAMP 1 PLAN SW BESSANT STREET AT GLASGOW AVENUE
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PROFILE RAMP 2
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PROFILE RAMP 3
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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE DIKE
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text SAWCUT AND REMOVE EXISTING CONCRETE SURFACING, RAMP, SIDEWALK, CROSS GUTTER AND SPANDREL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD DWG 115
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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
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RESET OR RELOCATE ROAD SIGN PER CA MUTCD 2014, FIG 2A-2(CA)
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PLACE DETECTABLE WARNING SURFACE PER CALTRANS STD A88A
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PROTECT IN PLACE
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INSTALL 6" RETAINING CURB PER CALTRANS STD A88A
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SAWCUT AND REMOVE EXISTING CURB OR CURB AND GUTTER
AutoCAD SHX Text
PLACE ASPHALT CONCRETE DIKE PER COUNTY STD DWG 117 TO MEET EXISTING SURFACE
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CONSTRUCT SPANDREL AND/OR CROSS GUTTER PER COUNTY STD 119
AutoCAD SHX Text P
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CONSTRUCT 2' MIN SIDEWALK TRANSITION (1.5%%% TO EXISTING SLOPE).
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CONSTRUCT CONCRETE PAD PER DETAIL "A"
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AutoCAD SHX Text
AutoCAD SHX Text
FILL WITH DIRT
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AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text 4'
AutoCAD SHX Text 6'
AutoCAD SHX Text PLACE (0.15' THK) ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM) OVER TACK COAT
AutoCAD SHX Text
OVER COMPACTED NATIVE SOIL
AutoCAD SHX Text OVER (0.48' THK) ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10) OVER PRIME COAT
AutoCAD SHX Text COLD PLANE (0.15' THK) EXISTING ASPHALT CONCRETE PAVEMENT APPLY TACK COAT AND PLACE (0.15' THK)
AutoCAD SHX Text
ASPHALT CONCRETE TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM.
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 6" CURB AND GUTTER PER COUNTY STD DWG 116
AutoCAD SHX Text
AutoCAD SHX Text
6MP
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CONSTRUCT SPANDREL PER COUNTY STD 119 (MODIFIED PER PLAN)
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT SIDEWALK LANDING (1.5%%% MAX SLOPE)
AutoCAD SHX Text CONSTRUCT SIDEWALK AND RAMP PER CALTRANS STD A88A OR A88B CASE PER PLAN AND PER COUNTY
AutoCAD SHX Text
STD 109 AND 110
AutoCAD SHX Text REPAINT THERMOPLASTIC STOP WHITE PAVEMENT MARKING PER CALTRANS 2025 STANDARDS PLAN A24D
AutoCAD SHX Text REPAINT 12 INCH SOLID WHITE THERMOPLASTIC LIMIT LINE PER CALTRANS 2025 STANDARDS PLAN A24G i6830 Chris's Signature 1 i6830 i6830 Text Box 7/17/2026 i6830 Text Box 7/17/2026 i6830 Text Box 7/24/2026
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MH-SEWER
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SSGN
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SSGN
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WV
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RAMP 4 CASE B
AutoCAD SHX Text
LOCATION 3
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RAMP 5 CASE B
AutoCAD SHX Text
CL SUR ELMWOOD RD
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CL SUR PACIFIC ST
AutoCAD SHX Text N
AutoCAD SHX Text
SAN BERNARDINO COUNTY
AutoCAD SHX Text
CITY OF HIGHLAND
AutoCAD SHX Text (25')
AutoCAD SHX Text (25')
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text 6'
AutoCAD SHX Text 6'
AutoCAD SHX Text 7.5%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 3.81%%%
AutoCAD SHX Text 6.44%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 7.5%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 0.3%%%
AutoCAD SHX Text 3.70%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text (44')
AutoCAD SHX Text (40')
AutoCAD SHX Text 5.77'
AutoCAD SHX Text 4.17'
AutoCAD SHX Text 5'
AutoCAD SHX Text 22.99'
AutoCAD SHX Text 8'
AutoCAD SHX Text 5'
AutoCAD SHX Text 6'
AutoCAD SHX Text 6'
A…
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