H15308 Riverside Drive - Plans.pdf
PDF 9 MB Posted
- Attached to
- Riverside Drive
- Solicitation number
- PWG126-LANDD-6448
- Issued by
- San Bernardino County, San Francisco City, California
About this file
H15308 Riverside Drive - Plans Summary
This is a project plans document for the Riverside Drive infrastructure improvement project in San Bernardino County, California, prepared by the County Department of Public Works. The project encompasses mill and overlay work on Riverside Drive, including pavement improvements, ramp construction, traffic signal modifications, and signing and striping installation. The plans consist of 18 sheets detailing typical sections, improvement plans, plan and profile views, ramps, signing and striping layouts, and traffic signal modifications. The project requires contractor licensure under Class "P" or "C-12" classifications. The plans reference multiple standard specifications including Caltrans standard plans dated 2025, 2024, and 2023, as well as MUTCD standard plans from 2014. Sealed proposals will be received and publicly opened via GoTo at the County Public Works office located at 825 Third Street, San Bernardino, CA 92415 in the Contracts Division, with bidders required to submit fully executed proposals with their bids.
The project establishes specific technical requirements regarding utility facility protection, stationing references to Centerline Improvement Riverside Drive, pavement width dimensions, asphalt concrete overlay specifications, and vegetation protection measures. The plans utilize CCS83 Zone 5 NAD83 (2011) Epoch 2010.0 as the basis of bearings and establish benchmark elevations using CORS control sites. Key technical drawings and county standards are supplemented by referenced Caltrans and MUTCT standards, providing contractors with comprehensive guidance on project specifications and construction requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| GOTO Meeting Info~67.pdf | ||
| H15308 Riverside Drive - Special Provisions.pdf | ||
| ADDENDUM NO. 1.pdf |
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Text version
04/02/2026
04/03/2026
Mervat Mikhail @Katherine.Spearman@dpw.sbcounty.gov @Alison.Giron@dpw.sbcounty.gov Please view this document. You can also add comments.
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INDEX OF SHEETS
TITLE SHEET
PROJECT NOTES, LEGENDS, INDEX MAP, INDEX OF SHEETS
lYPICAL SECTIONS AND MISCELLANEOUS DETAILS
IMPROVEMENT PLANS
PLAN AND PROFILE RAMPS
SIGNING AND STRIPING PLAN
TRAFFIC SIGNAL MODIFICATION PLAN
THE FOLLOWING SPECIAL DRAWINGS AND
COUNTY STANDARDS ARE ATTACHED TO
THE SPECIAL PROVISIONS:
303(8) 115
SP-DWG-1
TO BE SUPPLEMENTED BY THE FOLLOWING
CALTRANS STANDARD PLANS DATED 2025:
A85 T-10
ABBA
T-13 A888 T-9
TO BE SUPPLEMENTED BY THE FOLLOWING
CALTRANS STANDARD PLANS DATED 2024:
ES-1A
ES-5A
ES-78
ES-18
ES-58
ES-BA
ES-1C
ES-5C
ES-88
ES-48
ES-7A
TO BE SUPPLEMENTED BY THE FOLLOWING
CALTRANS STANDARD PLANS DATED 2023:
A20A A24C A24G
A208 A24D
A20D A24E
A24A A24F
TO BE SUPPLEMENTED BY THE FOLLOWING
MUTCD STANDARD PLANS DATED 2014:
2A-2(CA)
6H-28
2A-3 6H-29
38-102(CA)
4E.10
3H-101(CA)
THIS PROJECT REQUIRES A CONTRACTOR'S LICENSE
CLASS "p:_• OR "C 12"
GENERAL NOTES
U. THE FACT THAT ANY UTILllY FACILITY IS SHOWN OR NOT SHOWN UPON THE PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILllY UNDER SECTION 5-1.36 C "NON-HIGHWAY FACILITIES" OF THE CALTRANS STANDARD SPECIFICATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILllY, PURSUANT THERETO, TO ASCERTAIN THE LOCATION OF ANY UTILllY FACILllY
WHICH MAY BE SUBJECT TO DAMAGE BY REASON OF THE CONTRACTOR'S OPERATIONS.
1. ALL STATIONING NOTES ON PLAN REFER TO THE CL IMP RIVERSIDE DR OR SIDE STREET.
2. DIMENSIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE CALTRANS STANDARD SPECIFICATIONS.
3. ALL PAVEMENT WIDTH DIMENSIONS SHOWN ON THE PLANS ARE TO THE EDGE OF
PAVEMENT OR TO THE TOP OF CURB, UNLESS OTHERWISE NOTED.
4. TRANSITIONS AND WARPING SHALL BE AS SHOWN AND AS DETERMINED BY THE ENGINEER.
5. ASPHALT CONCRETE OVERLAYS SHALL BE FEATHERED TO MEET EXISTING AS SHOWN
ON THE PLANS OR AS DETERMINED BY THE ENGINEER .
6. ALL TREES & VEGETATION OUTSIDE THE LIMITS OF EXCAVATION AND EMBANKMENT SLOPE
LINES, SHALL BE PROTECTED IN PLACE.
BASIS OF BEARINGS:
CCS83 ZONE 5, NAD83 (2011), EPOCH 2010.0
BENCH MARK:
ELEVATION DETERMINED FROM CORS CONTROL SITES.
POINT #1 (RTK BASE) - SET SBCo S&W (RP)
NAVD-88 ELEVATION = 727.643'
L. A. C U 1Y
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MILL AND OVERLAY
RIVERSIDE DR
----... 0 w
LOCATION 3
LOCATION 2
w
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RIVERSIDE DR
ABBREVIATIONS LEGEND:
AC = ASPHALT CONCRETE
AP = ANGLE POINT
AVE = AVENUE
BEG = BEGINNING
BCR = BEGIN CURB RETURN
BDR = BEGIN DIKE RETURN
BPR = BEGIN PAVEMENT RETURN
CB = CATCH BASIN
C&G = CURB AND GUTTER
CL = CENTER LINE
CLF = CHAIN LINK FENCE
COL COLUMN
DM = DEADMAN
DR = DRIVE
DWG = DRAWING
ECR = END OF CURB RETURN
EDR = END OF DIKE RETURN
EL = ELEVATION
ELEC PB = ELECTRICAL PULL BOX
EP = EDGE OF PAVEMENT
EPR = END OF PAVEMENT RETURN
SBC = SAN BERNARDINO COUNlY sec = SYSTEM COMMAND CENTER
SD = STORM DRAIN
SHT = SHEET
SIG LGT = SIGNAL LIGHT
ST = STREET
STA = STATION
STD = STANDARD
SUR = SURVEY
SWR = SEWER
THK = THICKNESS
VC = VERTICAL CURVE
WV = WATER VALVE
N
CONSTRUCTION MATERIALS I
-------------------0
PLAN �
12221 FOG SEAL �
r--
I I
ASPHALT CONCRETE PAVEMENT
COLD PLANE/MILL AND OVERLAY
CONCRETED ROCK SLOPE PROTECTION
GROUTED ROCK PAVING
EARTH DRADE HATCH
1 • •. , • 1
PORTLAND CEMENT CONCRETE
SECTION
12221 ASPHALT CONCRETE OVERLAY
ASPHALT CONCRETE PAVEMENT
I r--
I
N N
: • : • : • • : • : • : • : • : • : • : • : • : • : • : • : • : • : • �',,,,.......,..----.::-r---,-----,c-T
EXIST = EXISTING
FCD = FLOOD CONTROL DISTRICT
� 0 � g CONCRETED ROCK SLOPE PROTECTION
1111111 GRAVEL BASE
I
RAMP TABLE:
LOCATION:
I ,n ON 1
LOCATION 2
LOCATION 3
LOCATION 4
'---,I
FG = FINISHED GRADE
FH = FIRE HYDRANT
FL = FLOW LINE
FS = FINISH SURFACE
GV = GAS VALVE
LT = LEFT
MAX = MAXIMUM
MB = MAIL BOX
MH = MANHOLE
MIN = MINIMUM
NTS = NOT TO SCALE
8S<:"8 NATURAL GROUND
1 · · •1
PORTLAND CEMENT CONCRETE SECTION
��d PULVERIZE ASPHALT CONCRETE SURFACE
1-()--("I AGGREGATE BASE
UNDERGROUND UTILITY LEGEND
I") co N z w ....J
LL
INDEX MAP PBOX = PULL BOX GAS LINE G --------
SEWER MAIN LINE --- s ---------
NTS
RAMPS:
� .. , " 111- ni:;11vr • A\/C'"ll.11 II=" CAUD 1
SW RIVERSIDE DRIVE @ EAST END AVENUE. RAMP 2
SW & SE RIVERSIDE DRIVE O COZZENS AVE RAMP 3
SW SE & NE RIVERSIDE DRIVE O ROSWELL AVENUE
,.,n DAUD 7
SHEET NUMBER:
-· . I I\)[ IUDC"D Q
SHEET NUMBER 9
RAMP 4 SHEET NUMBER 10
PEC
Pl
PL
pp
PPB
RT
R/W
= PERMIT TO ENTER
AND CONSTRUCT
= POINT OF INTERSECTION
= PROPERlY LINE
= POWER POLE
= PEDESTRIAN PUSH BUTTON
= RIGHT
= RIGHT OF WAY
WATER LINE W---------
ELECTRIC LINE E ---------
TELEPHONE LINE T ---------
DATA/CABLE LINE T F ---------
RAMP 5 RAMP 6 SHEET NUMBER 11 I RA�P I RAMP NUMBER LABEL
0 CURB RETURN NUMBER
Q CONSTRUCTION NOTES:
U UTILITIES TO BE RESET BY OTHERS (SEE NOTE U OF GENERAL NOTES ON THIS SHEET)
P PROTECT IN PLACE
S SEE SIGNING AND STRIPING PLAN OR SIGNAL MODIFICATION PLAN
SAW CUT AND COLD PLANE (0.21' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE OR C&G AND PLACE 0.13' ASPHALT CONCRETE (lYPE A, 1/Z' AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. lYPE A, 3/f!i'
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
2 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
3 SAWCUT AND REMOVE EXISTING CONCRETE SURFACING, RAMP, SIDEWALK
4 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE DIKE
5 SAWCUT AND REMOVE EXISTING CURB AND GUTTER
6 PLACE (0.95' THK) ASPHALT CONCRETE (lYPE A, 3/4 AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER NATIVE
COMPACTED TO 95% RC FOR A DEPTH OF 2.5 MEASURED BELOW TOP FINISHED GRADE
7 APPLY FOG SEAL FROM RIGHT EDGE WHITE LINE TO EDGE OF PAVEMENT, GUTTER LIP OR AC DIKE 8 PLACE ASPHALT CONCRETE DIKE PER COUNlY STD 117 9 INSTALL ft' RETAINING CURB PER CALTRANS STD ASSA
10 CONSTRUCT I'!' CURB AND GUTTER PER COUNlY STD DWG 110
11 CONSTRUCT SIDEWALK & RAMP PER CALTRANS STD ABBA OR ABBS CASE PER PLAN
12 PLACE DETECTABLE WARNING SURFACE PER CALTRANS STD ABBA
13 CONSTRUCT 2' MIN SIDEWALK TRANSITION (1.5% TO EXISTING SLOPE)
14 PLACE GROUTED ROCK PER SPECIAL DRAWING 1
15 RESET OR RELOCATE ROAD SIGN PER TRAFFIC PLANS
16 RESET OR RELOCATE MAIL BOX PER COUNlY STD 312
17 APPLY PRIME COAT
18 REMOVE AND REPLACE METAL FENCE IN KIND
19 REMOVE CHAIN LINK FENCE CLF-4
20 PLACE CHAIN LINK FENCE CLIF-4 PER CALTRANS STD DWG A85
21 ADD CONCRETE PAD - DETAIL • A" SHEET 4
22 ADJUST TO GRADE
23 SAW CUT AND COLD PLANE (0.30' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO CURB AND GUTTER
AND PLACE 0.22' ASPHALT CONCRETE (lYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' LC. TYPE A, 3/1'!'
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL .
24 SAW CUT AND COLD PLANE (0.35' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE AND PLACE 0.27' ASPHALT CONCRETE (lYPE A, 3/4" AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' LC. TYPE A, 3/1'!'
Q CONSTRUCTION NOTES:
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL
25 CONSTRUCT 6" CURB AND GUTTER PER COUNlY STD DWG 110 26 CONSTRUCT 8" CURB AND GUTTER PER COUNlY STD DWG 115 27 INSTALL r RETAINING CURB PER CALTRANS STD ABBA
28 BACKFILL WITH DIRT
29 PLACE (1.71' THK) ASPHALT CONCRETE (lYPE A, 3/4 AGGREGATE GRADATION, PG 64-10, HMA) OVER NATIVE COMPACTED TO 95% RC FOR A DEPTH OF 2.5 MEASURED BELOW
TOP FINISHED GRADE
30 WHERE THERE IS C&G, PAVEMENT ABOVE CONCRETE GUTTER LIP SHALL NOT EXCEED 1/4"(0.02') MAX
CALTRANS PAVING NOTES: (FOR THE INTERSECTION OF RIVERSIDE DR WITH TOWNE AVE)
[I] HOTMIX ASPHALT (HMA) SHALL BE lYPE A, WITH 3/4-INCH AGGREGATE GRADATION AND PG 64-10 ASPHALT
BINDER AND BE CONSTRUCTED ACCORDING TO CALTRANS STANDARD SPECIFICATIONS SECTION 39 AND STANDARD
SPECIAL PROVISION 39-2.02
� TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT INCLUDING PLANED SURFACES, BETWEEN LAYERS OF HMA AND VERTICAL SURFACES OF CURBS, GUTTERS, AND CONSTRUCTION JOINTS. TACK COAT MUST COMPLY WITH THE SPECIFICATIONS FOR ASPHALTIC EMULSION IN STANDARD SPECIFICATIONS SECTION 94, "ASPHALTIC
EMULSION" OR SECTION 92 • ASPHALT BINDER".
� CHIP SEAL SHALL BE CONSTRUCTED ACCORDING TO CALTRANS STANDARD SPECIFICATIONS SECTION 37 AND
APPLICABLE SPECIAL PROVISIONS.
SAN BERNARDINO COUNlY
DEPARTMENT OF PUBLIC WORKS RIVERSIDE DRIVE
DESIGNED BY: DRAWN BY: CHECKED BY, RECOMMENDED BY: PROJECT NOTES, LEGENDS, INDEX MAP
AND INDEX OF SHEETS
MARK CHANGES
NO CHANGES RESIDENT ENGINEER DATE
FIELD CHANGES
GJ/MY MY
LEI LI, P.E.
SUPER\t'ISING ENGINEER
LL
DATE
CHRIS NGUYEN, P.E.
ENGINEERING MANAGER
APPROVED BY:
MERVAT N. MIKHAIL. P.E.
DEPUTY DIRECTOR
DATE
DATE
J.L. REF. W.O. NO.
CHINO AREA
PLAN SCALE
J.L. 11562 H 15308 AS SHOWN
SHT. NO. TOT. SHT'S.
2 18
5//6/2026
3/24/2026
3/20/2026
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DATE
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MARK
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REVISIONS
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APPR.
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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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RIVERSIDE DRIVE
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AS SHOWN
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GJ/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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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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CLASS "A" OR "C12"
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TITLE SHEET
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PROJECT NOTES, LEGENDS, INDEX MAP, INDEX OF SHEETS
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AutoCAD SHX Text THE FOLLOWING SPECIAL DRAWINGS AND COUNTY STANDARDS ARE ATTACHED TO THE SPECIAL PROVISIONS:
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TO BE SUPPLEMENTED BY THE FOLLOWING MUTCD STANDARD PLANS DATED 2014:
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2A-2(CA)
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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 RIVERSIDE DR OR SIDE STREET.
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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
AutoCAD SHX Text FACILITIES" OF THE CALTRANS STANDARD SPECIFICATIONS. IT SHALL BE THE CONTRACTOR'S
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AutoCAD SHX Text RESPONSIBILITY, PURSUANT THERETO, TO ASCERTAIN THE LOCATION OF ANY UTILITY FACILITY
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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:
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CCS83 ZONE 5, NAD83 (2011), EPOCH 2010.0
AutoCAD SHX Text POINT #1 (RTK BASE) - SET SBCo S&W (RP)
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ELEVATION DETERMINED FROM CORS CONTROL SITES.
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TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
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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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LOCATION 3
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RAMPS:
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SHEET NUMBER:
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SW RIVERSIDE DRIVE @ TOWNE AVENUE, RAMP 1
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SHEET NUMBER 9
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SHEET NUMBER 9
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SHEET NUMBER 10
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SW RIVERSIDE DRIVE @ EAST END AVENUE, RAMP 2
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SW & SE RIVERSIDE DRIVE @ COZZENS AVE, RAMP 3, RAMP 4
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FG
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FINISHED GRADE
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RIGHT OF WAY
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FL
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FLOW LINE
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ANGLE POINT
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AP
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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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PL
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PROPERTY LINE
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SBC
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SAN BERNARDINO COUNTY
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ABBREVIATIONS LEGEND:
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NTS
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EL
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PI
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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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EDR
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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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RT
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RIGHT
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LT
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LEFT
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FCD
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FLOOD CONTROL DISTRICT
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FOG SEAL
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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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NATURAL GROUND
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PORTLAND CEMENT CONCRETE
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COLD PLANE/MILL AND OVERLAY
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DATA/CABLE LINE
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CONSTRUCTION NOTES:
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CURB RETURN NUMBER
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RAMP NUMBER LABEL
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RAMP 1
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PULVERIZE ASPHALT CONCRETE SURFACE
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EARTH DRADE HATCH
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CONCRETED ROCK SLOPE PROTECTION
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GRAVEL BASE
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PORTLAND CEMENT CONCRETE SECTION
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PLAN
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GROUTED ROCK PAVING
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SECTION
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ASPHALT CONCRETE OVERLAY
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ASPHALT CONCRETE PAVEMENT
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CONCRETED ROCK SLOPE PROTECTION
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UNDERGROUND UTILITY LEGEND
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AGGREGATE BASE
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CITY OF CHINO
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RIVERSIDE DR
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CHINO AVE
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EAST END AVE
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MCKINLEY AVE
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S TOWNE AVE
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FICUS ST
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MCCROSKY RD
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COZZENS AVE
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ROSWELL AVE
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CITY OF CHINO HILLS
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L. A. COUNTY
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PIPELINE AVE
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CHINO AVE
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SERENITY TRAIL
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CITY OF CHINO
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RIVERSIDE DR
AutoCAD SHX Text J.L. 12120
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NAVD-88 ELEVATION = 727.643'
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IMPROVEMENT PLANS
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LOCATION 4
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SHEET NUMBER 11
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SW, SE & NE RIVERSIDE DRIVE @ ROSWELL AVENUE, RAMP 5, RAMP 6
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CHINO AREA
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CITY OF CHINO
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CONSTRUCTION NOTES:
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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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SAWCUT AND REMOVE EXISTING CONCRETE SURFACING, RAMP, SIDEWALK
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CONSTRUCT 2' MIN SIDEWALK TRANSITION (1.5%%% TO EXISTING SLOPE)
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CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD DWG 110
AutoCAD SHX Text OR C&G AND PLACE 0.13' ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.21' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
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ADD CONCRETE PAD - DETAIL "A" SHEET 4
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RESET OR RELOCATE ROAD SIGN PER TRAFFIC PLANS
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RESET OR RELOCATE MAIL BOX PER COUNTY STD 312
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PLACE DETECTABLE WARNING SURFACE PER CALTRANS STD A88A
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APPLY PRIME COAT
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PROTECT IN PLACE
AutoCAD SHX Text PLACE (0.95' THK) ASPHALT CONCRETE (TYPE A, 3/4 AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER NATIVE
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INSTALL 6" RETAINING CURB PER CALTRANS STD A88A
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SAWCUT AND REMOVE EXISTING CURB AND GUTTER
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REMOVE CHAIN LINK FENCE CLF-4
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PLACE GROUTED ROCK PER SPECIAL DRAWING 1
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REMOVE AND REPLACE METAL FENCE IN KIND
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ADJUST TO GRADE
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CONSTRUCT SIDEWALK & RAMP PER CALTRANS STD A88A OR A88B CASE PER PLAN
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COMPACTED TO 95%%% RC FOR A DEPTH OF 2.5 MEASURED BELOW TOP FINISHED GRADE
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PLACE CHAIN LINK FENCE CLF-4 PER CALTRANS STD DWG A85
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FILE NO.
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FILE NO.
AutoCAD SHX Text 263100-010,312250-010,701050-010,701050-020
AutoCAD SHX Text 263100-010,312250-010,701050-010,701050-020
AutoCAD SHX Text 9-11
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PLAN AND PROFILE RAMPS
AutoCAD SHX Text APPLY FOG SEAL FROM RIGHT EDGE WHITE LINE TO EDGE OF PAVEMENT, GUTTER LIP OR AC DIKE
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PLACE ASPHALT CONCRETE DIKE PER COUNTY STD 117
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AND RAMP 7
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
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SEE SIGNING AND STRIPING PLAN OR SIGNAL MODIFICATION PLAN
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AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text AND PLACE 0.22' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.30' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO CURB AND GUTTER
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
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AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text AND PLACE 0.27' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-28 PM, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.35' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
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AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
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PPB
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PEDESTRIAN PUSH BUTTON
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PBOX
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PULL BOX
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PROJECT NOTES, LEGENDS, INDEX MAP AND INDEX OF SHEETS
AutoCAD SHX Text 12-16
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SIGNING AND STRIPING PLAN
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TRAFFIC SIGNAL MODIFICATION PLAN
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SP-DWG-1
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INSTALL 7" RETAINING CURB PER CALTRANS STD A88A
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CONSTRUCT 6" CURB AND GUTTER PER COUNTY STD DWG 110
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BACKFILL WITH DIRT
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CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD DWG 115
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PLACE (1.71' THK) ASPHALT CONCRETE (TYPE A, 3/4 AGGREGATE GRADATION, PG 64-10,
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HMA) OVER NATIVE COMPACTED TO 95%%% RC FOR A DEPTH OF 2.5 MEASURED BELOW
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TOP FINISHED GRADE
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AutoCAD SHX Text WHERE THERE IS C&G, PAVEMENT ABOVE CONCRETE GUTTER LIP SHALL NOT EXCEED 1/4"(0.02') MAX
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FH
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FIRE HYDRANT
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FS
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FINISH SURFACE
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SYSTEM COMMAND CENTER
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SCC
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COL
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COLUMN
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STA
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VC
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STATION
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VERTICAL CURVE
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THICKNESS
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SHEET
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THK
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SHT
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STD
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STANDARD
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SUR
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SURVEY
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ST
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STREET
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SIG LGT
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SIGNAL LIGHT
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ELEC PB
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ELECTRICAL PULL BOX
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GV
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GAS VALVE
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MH
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MANHOLE
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WV
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WATER VALVE
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DM
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DEADMAN
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CB
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CATCH BASIN
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STORM DRAIN
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SD
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MB
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MAIL BOX
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CURB AND GUTTER
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PP
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POWER POLE
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SWR
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SEWER
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3B-102(CA)
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3H-101(CA)
AutoCAD SHX Text 6H-28
AutoCAD SHX Text 6H-29
AutoCAD SHX Text 4E.10
AutoCAD SHX Text 303(B)
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TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED 2024:
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ES-5A
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ES-7A
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ES-5B
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ES-4B
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ES-8B
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ES-5C
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ES-7B
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ES-8A
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ES-1A
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ES-1B
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ES-1C
AutoCAD SHX Text A24C
AutoCAD SHX Text A24D
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TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED 2023:
AutoCAD SHX Text A20A
AutoCAD SHX Text A20B
AutoCAD SHX Text A20D
AutoCAD SHX Text A24A
AutoCAD SHX Text A24E
AutoCAD SHX Text A24F
AutoCAD SHX Text A24G
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TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED 2025:
AutoCAD SHX Text A85
AutoCAD SHX Text A88A
AutoCAD SHX Text T-9
AutoCAD SHX Text T-10
AutoCAD SHX Text T-13
AutoCAD SHX Text A88B
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CALTRANS PAVING NOTES: (FOR THE INTERSECTION OF RIVERSIDE DR WITH TOWNE AVE)
AutoCAD SHX Text HOTMIX ASPHALT (HMA) SHALL BE TYPE A, WITH 3/4-INCH AGGREGATE GRADATION AND PG 64-10 ASPHALT
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EMULSION" OR SECTION 92 "ASPHALT BINDER".
AutoCAD SHX Text CHIP SEAL SHALL BE CONSTRUCTED ACCORDING TO CALTRANS STANDARD SPECIFICATIONS SECTION 37 AND
AutoCAD SHX Text TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT INCLUDING PLANED SURFACES, BETWEEN LAYERS OF
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SPECIAL PROVISION 39-2.02
AutoCAD SHX Text HMA AND VERTICAL SURFACES OF CURBS, GUTTERS, AND CONSTRUCTION JOINTS. TACK COAT MUST COMPLY
AutoCAD SHX Text WITH THE SPECIFICATIONS FOR ASPHALTIC EMULSION IN STANDARD SPECIFICATIONS SECTION 94, "ASPHALTIC
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APPLICABLE SPECIAL PROVISIONS.
AutoCAD SHX Text BINDER AND BE CONSTRUCTED ACCORDING TO CALTRANS STANDARD SPECIFICATIONS SECTION 39 AND STANDARD
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P
P
P
7 P7
P
7 7 P
P P
P 7
P
P
P 7
P
P
P 30
P
P 30
7 P
P
7 P7
P
P
P P
P
30 30
P
P
P
P
3/31/2026
3/24/2026
3/20/2026
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STA 67+93.32 TO STA 72+64.05
AutoCAD SHX Text 40'
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VARIES 40'-50'
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VARIES 29.5'-32.5'
AutoCAD SHX Text 30'±
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DIRT
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AD DIKE, CURB OR DIRT
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EP
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EP
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STA 72+64.05 TO STA 75+69.38
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VARIES 40'-52'
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VARIES 40'-50'
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VARIES 30'-34'
AutoCAD SHX Text 30'±
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AC DIKE OR DIRT
AutoCAD SHX Text 4-5'
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LIP
AutoCAD SHX Text C&G
AutoCAD SHX Text 3'-6'
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EP
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DIRT
AutoCAD SHX Text STA 75+69.38 to STA 80+49.11
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VARIES 33'-50'
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VARIES 40'-52'
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AutoCAD SHX Text 30'±
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AutoCAD SHX Text 3-5'
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EP
AutoCAD SHX Text 3'-6'
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EP
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DIRT
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STA 80+49.11 TO STA 82+47.30
AutoCAD SHX Text R/W
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VARIES 52'-52'
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AutoCAD SHX Text 30'±
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LIP
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DIRT
AutoCAD SHX Text 4'-5'
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EP
AutoCAD SHX Text C&G
AutoCAD SHX Text 4.5'-5'
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DIRT
AutoCAD SHX Text STA 82+47.30 to STA 84+67.20
AutoCAD SHX Text 40'
AutoCAD SHX Text R/W
AutoCAD SHX Text 40'
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AutoCAD SHX Text 30'±
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VARIES 30'-30.5'
AutoCAD SHX Text 4-5.5'
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EP
AutoCAD SHX Text 3'-4.5'
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EP
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DIRT
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STA 84+67.20 TO 87+41.53
AutoCAD SHX Text 52'
AutoCAD SHX Text R/W
AutoCAD SHX Text 40'
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VARIES 30'-38'
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VARIES 30'-30.5'
AutoCAD SHX Text 6-8.5'
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LIP
AutoCAD SHX Text 2.5'-4'
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EP
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DIRT
AutoCAD SHX Text C&G
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VARIES 14' TO 28.5'
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STA 87+41.53 TO STA 94+27.75
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DIRT
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CITY OF CHINO
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SAN BERNARDINO COUNTY
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0.5' TO 8'
AutoCAD SHX Text 55'
AutoCAD SHX Text R/W
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EP
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SEE DETAIL D (SHEET 4)
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SEE DETAIL G (SHEET 4)
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SEE DETAIL G (SHEET 4)
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SEE DETAIL G (SHEET 4)
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SEE DETAIL G (SHEET 4)
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SEE DETAIL G (SHEET 4)
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SEE DETAIL G (SHEET 4)
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SEE DETAIL F (SHEET 4)
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STA 52+75.92 TO STA 54+27.16
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VARIES 25'-26'
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STA 50+66.49 TO STA 52+75.92
AutoCAD SHX Text 25'±
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STA 54+27.16 TO STA 57+03.37
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AC DIKE OR DIRT
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AC DIKE
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VARIES 33'-52'
AutoCAD SHX Text 1'-1.5'
AutoCAD SHX Text R/W
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VARIES 33'-52'
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VARIES 22'-24.5'
AutoCAD SHX Text 2'-4.5'
AutoCAD SHX Text R/W
AutoCAD SHX Text 33'
AutoCAD SHX Text R/W
AutoCAD SHX Text 52'
AutoCAD SHX Text R/W
AutoCAD SHX Text 25'
AutoCAD SHX Text 22'
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EP
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LIP
AutoCAD SHX Text 17'
AutoCAD SHX Text C&G
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AC DIKE OR DIRT
AutoCAD SHX Text 1'-3.5'
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EP
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EP
AutoCAD SHX Text 33'
AutoCAD SHX Text 33'
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
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AC DIKE
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VARIES 22'-25'
AutoCAD SHX Text 1'-3'
AutoCAD SHX Text 3.5'-11'
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AC DIKE OR DIRT
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
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STA 57+03.37 TO STA 59+43.97
AutoCAD SHX Text 33'
AutoCAD SHX Text R/W
AutoCAD SHX Text 52'
AutoCAD SHX Text R/W
AutoCAD SHX Text 25'
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VARIES 25'-35.5'
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LIP
AutoCAD SHX Text 3'-13'
AutoCAD SHX Text C&G
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AC DIKE
AutoCAD SHX Text 1'-3.5'
AutoCAD SHX Text
EP
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STA 59+43.97 TO STA 59+67.85
AutoCAD SHX Text 33'
AutoCAD SHX Text R/W
AutoCAD SHX Text 52'
AutoCAD SHX Text R/W
AutoCAD SHX Text 25'±
AutoCAD SHX Text 38.5'
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LIP
AutoCAD SHX Text C&G
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AC DIKE
AutoCAD SHX Text 1.5'-2'
AutoCAD SHX Text
EP
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STA 59+67.85 TO STA 60+21.62
AutoCAD SHX Text 50'
AutoCAD SHX Text R/W
AutoCAD SHX Text 52'
AutoCAD SHX Text R/W
AutoCAD SHX Text 38'±
AutoCAD SHX Text 38.5'±
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LIP
AutoCAD SHX Text C&G
AutoCAD SHX Text 0-5.5'
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LIP
AutoCAD SHX Text C&G
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STA 60+21.62 TO STA 67+93.32
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VARIES 40'-52'
AutoCAD SHX Text R/W
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VARIES 33'-52'
AutoCAD SHX Text R/W
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VARIES 29'-38.5'
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VARIES 30'-38.5'
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C&G OR DIRT
AutoCAD SHX Text 0-8'
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LIP
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C&G OR CROSS GUTTER
AutoCAD SHX Text 3'-4'
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LIP/EP
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL G (SHEET 4)
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VARIES 24' TO 30'
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FL
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STA 27+56.39 TO STA 28+77.76
AutoCAD SHX Text C&G
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23' TO 24'
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EP
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STA 28+77.76 TO STA 38+32.61
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DIRT
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VARIES 22'-23'
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STA 38+32.61 TO STA 41+77.62
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AC DIKE, CONC OR DIRT
AutoCAD SHX Text 22.5'
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VARIES 22.5'-23'
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STA 41+77.62 TO STA 42+24.40
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VARIES 23'-25'
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VARIES 23'-28'
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STA 42+24.40 TO STA 45+71.26
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VARIES 24'-26.5'
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VARIES 26'-28.5'
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STA 45+71.26 TO STA 50+66.49
AutoCAD SHX Text 34'
AutoCAD SHX Text 34'
AutoCAD SHX Text C&G
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LIP
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LIP
AutoCAD SHX Text
CITY OF CHINO
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4' TO 10'
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SAN BERNARDINO COUNTY
AutoCAD SHX Text C&G
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3' TO 10'
AutoCAD SHX Text 52'
AutoCAD SHX Text R/W
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(SEE PLAN)
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CITY OF CHINO
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SAN BERNARDINO COUNTY
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CITY OF CHINO
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SAN BERNARDINO COUNTY
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1' TO 5'
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VARIES (SEE PLAN)
AutoCAD SHX Text R/W
AutoCAD SHX Text 40'
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CONC
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CONC
AutoCAD SHX Text 33'
AutoCAD SHX Text 33'
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
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AC DIKE
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EP
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EP
AutoCAD SHX Text
EP
AutoCAD SHX Text 33'
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1' TO 3.5'
AutoCAD SHX Text 1.5'-4'
AutoCAD SHX Text 33'
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text
AC DIKE OR DIRT
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VARIES 33'-52'
AutoCAD SHX Text 33'
AutoCAD SHX Text 1'-2.5'
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EP
AutoCAD SHX Text R/W
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DIRT
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AC DIKE OR DIRT
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EP
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EP
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VARIES
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VARIES
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
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EP
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SEE DETAIL D (SHEET 4)
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SEE DETAIL D (SHEET 4)
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SEE DETAIL D (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL E (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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SEE DETAIL F (SHEET 4)
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STA 10+60.44 TO STA 14+36.08 (CLIMATE REGION: INLAND VALLEY)
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NOTE: PROPERTY LINES ARE BASED ON GIS MAPS PROPERTY LINES ARE BASED ON GIS MAPS
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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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RIVERSIDE DRIVE
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CHINO AREA
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JG/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.
AutoCAD SHX Text No. C63582
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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
TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text J.L. 11562
AutoCAD SHX Text H15308
AutoCAD SHX Text J.L. 12120
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text 263100-010,312250-010,701050-010,701050-020
AutoCAD SHX Text 263100-010,312250-010,701050-010,701050-020
AutoCAD SHX Text
TYPICAL SECTIONS - RIVERSIDE DRIVE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
S*=SLOPE VARIES, MATCH EXISTING
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
PROTECT IN PLACE
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text APPLY FOG SEAL FROM RIGHT EDGE WHITE LINE TO EDGE OF PAVEMENT, GUTTER LIP OR AC DIKE, AutoCAD SHX Text
SEE DETAIL "C" SHEET 4
AutoCAD SHX Text
AutoCAD SHX Text AND PLACE 0.13' ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.21' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
AutoCAD SHX Text
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text AND PLACE 0.22' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.30' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO CURB AND GUTTER
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
AutoCAD SHX Text
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text AND PLACE 0.27' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-28 PM, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.35' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
AutoCAD SHX Text
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text
WHERE THERE IS C&G, PAVEMENT ABOVE CONCRETE GUTTER LIP SHALL NOT EXCEED 1/4"(0.02') MAX w
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EDGE Of PAVEMENT DETAIL
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2' (MIN)
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CURB AND GUTTER
CURB AND GUTTER
(SEE PLANS)
SAW CUT DETAIL AROUND APA RAMPS
NTS
24"
1 / of' EXPANSION
JOINT FILLER
4" THK
MINOR CONCRETE
I'---...
EXIST FH
DETAIL • A• - EIRE HYDRANT
CONCRETE PAP
NTS
EXISTING
PAVT
FINISHED
0 © 0 ri SURFACE
� AC TO REMAIN IN PLACE
DETAIL •r
STRUCTURE SECTION
NTS
FINISHED
© 0 © 0 ri SURFACE
'--- AC TO REMAIN IN PLACE
Q STRUCTURAL SECTION DETAIL NOTES:
A EXISTING ASPHALT CONCRETE SURFACE
B MILL 0.21' OF THE EXISTING ASPHALT CONCRETE.
C PATCH AS NEEDED AND APPLY CRACK SEAL & CRACK FILL
D PLACE 0.05 LEVELING COURSE TYPE A, 3/8" AGGREGATE GRADATION
E PLACE O.D3' RUBBERIZED 3/15' AGGREGATE GRADATION CHIP SEAL (SAMI)
F PLACE 0.13' TYPE A, 1 /2" AGGREGATE GRADATION, PG 64-28 PM, HMA
DETAIL
Q STRUCTURAL SECTION DETAIL NOTES:
A EXISTING ASPHALT CONCRETE SURFACE (0.52' THIK)
B MILL 0.30' OF THE EXISTING ASPHALT CONCRETE.
C PATCH AS NEEDED AND APPLY CRACK SEAL & CRACK FILL
D PLACE 0.05 LEVELING COURSE TYPE A, 3/8" AGGREGATE GRADATION
E PLACE 0.03' RUBBERIZED 3/15' AGGREGATE GRADATION CHIP SEAL (SAMI)
F PLACE 0.22' TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA
DETAIL •E"
STUCTURE SECTION DETAIL
NTS
CITY OF CHINO SAN BERNARDINO COUNTY
VARIES
DETAIL "p"
SAW CUT DETAIL AT R/W EDGE
NTS
MARK CHANGES
NO CHANGES RESIDENT ENGINEER
FIELD CHANGES
DATE
Q STRUCTURAL SECTION DETAIL NOTES:
A EXISTING ASPHALT CONCRETE SURFACE
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I
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C PATCH AS NEEDED AND APPLY CRACK SEAL & CRACK FILL
D PLACE 0.05 LEVELING COURSE TYPE A, 3/15' AGGREGATE GRADATION
'--- AC TO REMAIN IN PLACE
E PLACE 0.03' RUBBERIZED 3/8" AGGREGATE GRADATION CHIP SEAL (SAMI)
F PLACE 0.27' TYPE A, 3/4' AGGREGATE GRADATION, PG 64-28 PM, HMA
DETAIL •c;
STRUCTURE SECTION DETAIL
NTS
NOTE; PROPERTY LINES ARE BASED ON GIS MAPS
Q CONSTRUCTION NOTES:
P PROTECT IN PLACE
1 SAW CUT AND COLD PLANE (0.21' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
OR C&G AND PLACE 0.13' ASPHALT CONCRETE (TYPE A, 1/'Z' AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/f!' AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/f!'
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
2 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
6 PLACE (0.95' THK) ASPHALT CONCRETE (TYPE A, 3/4 AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER NATIVE
COMPACTED TO 95'1: RC FOR A DEPTH OF 2.5 MEASURED BELOW TOP FINISHED GRADE
7 APPLY FOG SEAL FROM RIGHT EDGE WHITE LINE TO EDGE OF PAVEMENT, GUTTER UP OR AC DIKE
SEE DETAIL "r::' SHEET 4
10 CONSTRUCT 15' CURB AND GUTTER PER COUNTY STD DWG 115
17 APPLY PRIME COAT
23 SAW CUT AND COLD PLANE (0.30' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO CURB AND GUTTER
AND PLACE 0.22' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/f!' AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A. 3/8"
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
24 SAW CUT AND COLD PLANE (0.35' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE AND PLACE 0.27' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/f!' AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A. 3/8"
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
29 PLACE (1.71' THK) ASPHALT CONCRETE (TYPE A, 3/4 AGGREGATE GRADATION, PG 64-10, HMA) OVER NATIVE COMPACTED TO 95'1: RC FOR A DEPTH OF 2.5 MEASURED BELOW
TOP FINISHED GRADE
SAN BERNARDINO COUNTY RIVERSIDE DR
DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS AND
MISCELLANEOUS DETAILS DESIGNED BY: DRAWN BY:
JG/MY MY
LEI LI, P.E.
SUPERVISING ENGINEER
CHECKED BY: RECOMMENDED BY:
LL
DATE
CHRIS NGUYEN, P.E.
ENGINEERING MANAGER
APPROVED BY:
MERVAT N. MIKHAIL, P.E.
DEPUTY DIRECTOR
DATE
DATE
CHINO AREA
J.L. REF. W.O. NO.
J.L. 11562
H 15308J.L. 12120
PLAN SCALE
NTS
SHT. NO. TOT. SHT'S.
4 18
3/31/2026
3 / 2 4 / 2 0 2 6
3/20/2026
AutoCAD SHX Text
NOTE: PROPERTY LINES ARE BASED ON GIS MAPS PROPERTY LINES ARE BASED ON GIS MAPS
AutoCAD SHX Text
2' (MIN)
AutoCAD SHX Text
(SEE PLAN)
AutoCAD SHX Text
2' (MIN)
AutoCAD SHX Text
OR
AutoCAD SHX Text
OR
AutoCAD SHX Text
VARIES
AutoCAD SHX Text S*
AutoCAD SHX Text S*
AutoCAD SHX Text
S*=SLOPE VARIES , MATCH EXISTING
AutoCAD SHX Text
SAN BERNARDINO COUNTY
AutoCAD SHX Text
CITY OF CHINO
AutoCAD SHX Text
VARIES (SEE PLAN)
AutoCAD SHX Text
VARIES (SEE PLAN)
AutoCAD SHX Text
OR
AutoCAD SHX Text
OR
AutoCAD SHX Text
EXIST FH
AutoCAD SHX Text
4" THK MINOR CONCRETE
AutoCAD SHX Text
1/4" EXPANSION JOINT FILLER
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
FINISHED SURFACE
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FINISHED SURFACE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISIONS
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APPR.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
APPR.
AutoCAD SHX Text
SAN BERNARDINO COUNTY
AutoCAD SHX Text
J.L. REF.
AutoCAD SHX Text
W.O. NO.
AutoCAD SHX Text
SHT. NO.
AutoCAD SHX Text
TOT. SHT'S.
AutoCAD SHX Text
PLAN SCALE
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
RECOMMENDED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DEPUTY DIRECTOR
AutoCAD SHX Text
ENGINEERING MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SUPERVISING ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO CHANGES
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RESIDENT ENGINEER
AutoCAD SHX Text
MARK
AutoCAD SHX Text
CHANGES
AutoCAD SHX Text
FIELD CHANGES
AutoCAD SHX Text
RIVERSIDE DR
AutoCAD SHX Text
CHINO AREA
AutoCAD SHX Text
JG/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
TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text J.L. 11562
AutoCAD SHX Text H15308
AutoCAD SHX Text J.L. 12120
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text 263100-010,312250-010,701050-010,701050-020
AutoCAD SHX Text 263100-010,312250-010,701050-010,701050-020
AutoCAD SHX Text
DETAIL "D" SAW CUT DETAIL AT R/W EDGE
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAIL "C" EDGE OF PAVEMENT DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAIL "B" SAW CUT DETAIL AROUND ADA RAMPS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAIL "A"- FIRE HYDRANT CONCRETE PAD
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAIL "E" STUCTURE SECTION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text EXISTING ASPHALT CONCRETE SURFACE (0.52' THIK) MILL 0.30' OF THE EXISTING ASPHALT CONCRETE. PATCH AS NEEDED AND APPLY CRACK SEAL & CRACK FILL PLACE 0.05 LEVELING COURSE TYPE A, 3/8" AGGREGATE GRADATION PLACE 0.03' RUBBERIZED 3/8" AGGREGATE GRADATION CHIP SEAL (SAMI) PLACE 0.22' TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA
AutoCAD SHX Text A B C D E F
AutoCAD SHX Text
STRUCTURAL SECTION DETAIL NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCTION NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD DWG 115
AutoCAD SHX Text
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE SURFACING
AutoCAD SHX Text
APPLY PRIME COAT
AutoCAD SHX Text
PROTECT IN PLACE
AutoCAD SHX Text PLACE (0.95' THK) ASPHALT CONCRETE (TYPE A, 3/4 AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER NATIVE
AutoCAD SHX Text P
AutoCAD SHX Text
COMPACTED TO 95%%% RC FOR A DEPTH OF 2.5 MEASURED BELOW TOP FINISHED GRADE
AutoCAD SHX Text
AutoCAD SHX Text APPLY FOG SEAL FROM RIGHT EDGE WHITE LINE TO EDGE OF PAVEMENT, GUTTER LIP OR AC DIKE
AutoCAD SHX Text EXISTING ASPHALT CONCRETE SURFACE MILL 0.21' OF THE EXISTING ASPHALT CONCRETE. PATCH AS NEEDED AND APPLY CRACK SEAL & CRACK FILL PLACE 0.05 LEVELING COURSE TYPE A, 3/8" AGGREGATE GRADATION PLACE 0.03' RUBBERIZED 3/8" AGGREGATE GRADATION CHIP SEAL (SAMI) PLACE 0.13' TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM, HMA
AutoCAD SHX Text A B C D E F
AutoCAD SHX Text
STRUCTURAL SECTION DETAIL NOTES:
AutoCAD SHX Text
DETAIL "F" STRUCTURE SECTION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
DETAIL "G" STRUCTURE SECTION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text EXISTING ASPHALT CONCRETE SURFACE MILL 0.35' OF THE EXISTING ASPHALT CONCRETE. PATCH AS NEEDED AND APPLY CRACK SEAL & CRACK FILL PLACE 0.05 LEVELING COURSE TYPE A, 3/8" AGGREGATE GRADATION PLACE 0.03' RUBBERIZED 3/8" AGGREGATE GRADATION CHIP SEAL (SAMI) PLACE 0.27' TYPE A, 3/4" AGGREGATE GRADATION, PG 64-28 PM, HMA
AutoCAD SHX Text A B C D E F
AutoCAD SHX Text
STRUCTURAL SECTION DETAIL NOTES:
AutoCAD SHX Text
PLACE (1.71' THK) ASPHALT CONCRETE (TYPE A, 3/4 AGGREGATE GRADATION, PG 64-10,
AutoCAD SHX Text
HMA) OVER NATIVE COMPACTED TO 95%%% RC FOR A DEPTH OF 2.5 MEASURED BELOW
AutoCAD SHX Text
TOP FINISHED GRADE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text AND PLACE 0.22' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.30' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO CURB AND GUTTER
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
AutoCAD SHX Text
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text AND PLACE 0.27' ASPHALT CONCRETE (TYPE A, 3/4" AGGREGATE GRADATION, PG 64-28 PM, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.35' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
AutoCAD SHX Text
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
AutoCAD SHX Text OR C&G AND PLACE 0.13' ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM, HMA)
AutoCAD SHX Text SAW CUT AND COLD PLANE (0.21' THK) EXISTING ASPHALT CONCRETE PAVEMENT TO THE RIGHT EDGE LINE
AutoCAD SHX Text OVER 0.03' RUBBERIZED CHIP SEAL, 3/8" AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. TYPE A, 3/8"
AutoCAD SHX Text
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
SEE DETAIL "C" SHEET 4
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[I] HOTMIX ASPHALT (HMA) SHALL BE lYPE A, WITH 3/4-INCH AGGREGATE GRADATION AND PG 64-10 ASPHALT BINDER AND BE CONSTRUCTED ACCORDING TO CALTRANS STANDARD SPECIFICATIONS SECTION 39 AND STANDARD
SPECIAL PROVISION 39-2.02
11) TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT INCLUDING PLANED SURFACES, BETWEEN LAYERS OF HMA AND VERTICAL SURFACES OF CURBS, GUTTERS, AND CONSTRUCTION JOINTS. TACK COAT MUST COMPLY WITH THE SPECIFICATIONS FOR ASPHALTIC EMULSION IN STANDARD SPECIFICATIONS SECTION 94, "ASPHALTIC
EMULSION" OR SECTION 92 "ASPHALT BINDER".
[;i] CHIP SEAL SHALL BE CONSTRUCTED ACCORDING TO CALTRANS STANDARD SPECIFICATIONS SECTION 37 AND
APPLICABLE SPECIAL PROVISIONS.
NOTE; PROPERlY LINES ARE BASED ON GIS MAPS
Q CONSTRUCTION NOTES:
P PROTECT IN PLACE
S SEE SIGNING AND STRIPING PLAN OR SIGNAL MODIFICATION PLAN
SAW CUT AND COLD PLANE (0.21' TIHK) EXISTING ASPHALT CONCRETE PAVEMENT TO TIHE RIGHT EDGE LINE OR C&G AND PLACE 0.13' ASPHALT CONCRETE (TYPE A, 1/2" AGGREGATE GRADATION, PG 64-28 PM, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/ff AGGREGATE GRADATION (SAMI) OVER 0.05' LC. lYPE A, 3/ff
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
APPLY FOG SEAL FROM RIGHT EDGE WHITE LINE TO EDGE OF PAVEMENT, GUTTER LIP OR AC DIKE SEE DETAIL "r:' SHEET 4
ADJUST TO GRADE
SAW CUT AND COLD PLANE (0.30' TIHK) EXISTING ASPHALT CONCRETE PAVEMENT TO CURB AND GUTTER AND PLACE 0,22' ASPHALT CONCRETE (lYPE A, 3/4" AGGREGATE GRADATION, PG 64-10, HMA) OVER 0.03' RUBBERIZED CHIP SEAL, 3/ff AGGREGATE GRADATION (SAMI) OVER 0.05' L.C. lYPE A, 3/ff
AGGREGATE GRADATION OVER CRACK SEAL AND CRACK FILL.
SAN BERNARDINO COUNlY RIVERSIDE DRIVE
DEPARTMENT OF PUBLIC WORKS IMPROVEMENT PLAN
DESIGNED BY: DRAWN BY:
JG/MY MY
CHECKED BY: RECOMMENDED BY:
LL CHRIS NGUYEN, P.E.
ENGINEERING MANAGER
APPROVED BY:
DATE
STA 10+60.44 TO STA 39+40.00
CHINO AREA
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LEI LI, P.E.
SUPERVISING ENGINEER
DATE MERVAT N. MIKHAIL, P.E.
DEPUTY DIRECTOR
DATE J.L. 11562
J.L. 12120 H15308 5 18
3/31/2026
3/24/2026
3/20/2026
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PADL(21)
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WV
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WV
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MH-SWR
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SIGLGT
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MB
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GP
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