H14278 Baker Blvd Bridge - Plans.pdf

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SAN BERNARDINO

COUNTY

TOT. SHT'S.

CHANGESMARK

RESIDENT ENGINEER

SHT. NO.

NO CHANGES DATE

TITLE SHEET

SAN BERNARDINO COUNTY

PROJECT LOCATION

INTERSTATE

INTERSTATE

LOCATION MAP

NOT TO SCALE

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KELBAKER RD

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PRESERVE

MOJAVE NATIONAL

M I L L

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D

WORK ORDER NO.

PLANS FOR CONSTRUCTION ON

ROAD NO.

LIMITS

TRANSPORTATION

LENGTH =

SAN BERNARDINO COUNTY

DEPARTMENT OF PUBLIC WORKS

BRIDGE REPLACEMENT

BAKER BOULEVARD OVER MOJAVE RIVER

WEST OF ROUTE 127

FROM EAST OF MILL ROAD TO

H14278

0.31 MILES

150500-010

M I

APPROVED BY:

BYANKA VELASCO, P.E., ASSISTANT DIRECTOR OF PUBLIC WORKS R.C.E. 86679 DATE

APPROVED BY:

NOEL CASTILLO, P.E., DIRECTOR OF PUBLIC WORKS R.C.E. 78044 DATE

WEST OF THE PROJECT SITE. A CURVE LENGTH OF 450 FT IS SET.

AND EAST LOCATED ZONES SPEED MPH 45 AND MPH, 45 FOR RATED MASH

LIMIT OF 35 MPH WITHIN THE PROJECT LIMITS, A BRIDGE BARRIER RAILING

SPEED POSTED A ON BASED JUSTIFIED IS EXCEPTION THIS FT. 595 IS

LENGTH PROVIDED THE FT. 600 IS LENGTH CURVE MINIMUM REQUIRED THE

MPH, 60 OF SPEED DESIGN A AT 204.4. SECTION MANUAL DESIGN HIGHWAY

CALTRANS PER 10V IS LENGTH CURVE VERTICAL MINIMUM THE 2%, THAN

GREATER IS DIFFERENCE GRADE ALGEBRAIC THE WHERE MANUAL. DESIGN

HIGHWAY CALTRANS THE OR AASHTO WITH COMPLIANCE IDENTIFIES STANDARD

DESIGN AND PLANNING ROAD COUNTY BERNARDINO SAN THE SPEED; DESIGN

FT.450 OF MINIMUM RECOMMENDED THE EXCEEDS

LENGTH CURVE PROPOSED THE ADDITIONALLY, SITE. PROJECT THE OF WEST

AND EAST THE TO ZONES SPEED MPH 45 AND MPH, 45 FOR RATED RAILING

BARRIER BRIDGE A LIMITS, PROJECT THE WITHIN MPH 35 OF LIMIT SPEED

POSTED A ON BASED JUSTIFIED IS EXCEPTION THIS FT. 595 IS LENGTH

CURVE PROPOSED THE FT. 600 OF LENGTH CURVE MINIMUM MANUAL DESIGN

HIGHWAY CALTRANS REQUIRES WHICH MPH 60 IS SPEED DESIGN STANDARDS

DESIGN AND PLANNING ROAD COUNTY BERNARDINO SAN SPEED; DESIGN

GRADE.LONGITUDINAL EXISTING THE MEET TO 0.02% TO LOWERED

BE WILL GRADE PROPOSED 0.5%.THE IS GRADIENT MINIMUM STANDARD

DESIGN AND PLANNING ROAD COUNTY BERNARDINO SAN GRADIENT; STREET

3.

2.

1.

DESIGN EXCEPTIONS:

04/23/26

INDEX MAP

NOT TO SCALE

INDEX SHEET

HORIZONTAL DATUM

WORK LIMITS

THE 2010 EPOCH GRID COORDINATE DATUM OF NGS.

OBTAIN TO #2 POINT CONTROL FROM 0.9999995519 BY HEREON SHOWN COORDINATES

AND DISTANCES THE MULTIPLY MEASUREMENTS. GROUND ARE HEREON SHOWN

COORDINATES AND DISTANCES THE FT1609 PID AND FT1128 FS1410, PID MONUMENTS

NGS FOUND TO OBSERVATIONS FROM ESTABLISHED 5, ZONE CALIFORNIA 83 NAD

PRIVATE ENGINEER'S NOTE TO CONTRACTOR

SHEET NO. DESCRIPTION

INDEX OF PLANS

ENGINEER.

THEOR OWNER THE OF NEGLIGENCE SOLE THE FROM ARISING LIABILITY FOR EXCEPTING

PROJECT,THIS ON WORK OF PERFORMANCE THE WITH CONNECTION IN ALLEGED, OR REAL

LIABILITY,ALL AND ANY FROM HARMLESS ENGINEER THE AND OWNER THE

COUNTY,BERNARDINO SAN HOLD AND INDEMNIFY DEFEND, SHALL CONTRACTOR THE

THATAND HOURS, WORKING NORMAL TO LIMITED BE NOT AND CONTINUOUSLY APPLY

SHALLREQUIREMENT THIS THAT PROPERTY, AND PERSONS ALL OF SAFETY INCLUDING

PROJECT,THIS OF CONSTRUCTION OF COURSE THE DURING CONDITIONS SITE JOB FOR

CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY

DRAWINGS.THESE

ONSHOWN STRUCTURES OR CONDUITS PIPES, UTILITY THE FOR RESPONSIBILITY

ANDLIABILITY ALL ASSUMES FURTHER CONTRACTOR THE DRAWINGS. THESE

ONSHOWN UTILITIES THE PROTECT TO MEASURES PRECAUTIONARY DUE TAKE TO

REQUIREDIS CONTRACTOR THE PLANS. THESE ON SHOWN AS EXCEPT UTILITIES

EXISTINGNO ARE THERE KNOWLEDGE OUR OF BEST THE TO RECORDS. AVAILABLE

THEOF SEARCH A BY OBTAINED ARE PLANS THESE ON SHOWN STRUCTURES OR

CONDUITS,PIPES, UTILITY UNDERGROUND ANY OF LOCATION AND EXISTENCE THE

INTERSTATE

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BAKER BLVD

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SHEET ID

ADDITIONAL ALTERNATIVE PLANS

BORING LOGS AND LAYOUT

BRIDGE PLANS

LIGHTING PLAN

SUMMARY OF QUANTITIES

SIGNING AND STRIPING PLAN AND QUANTITIES

TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION

UTILITY PLAN

DRAINAGE PLANS AND PROFILE

GRADING PLANS

CONSTRUCTION DETAILS

PLAN & PROFILE

REMOVAL PLAN

PROJECT CONTROL

TYPICAL SECTIONS

INDEX SHEETS

TITLE SHEET

94-101

87-93

58-86

56-57

54-55

52-53

38-51

34-37

32-33

30-31

28-29

10-27

8-9

6-7

2-3

E

Q

SS

TH

SC

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RV

PC

X

SAN BERNARDINO COUNTY.

FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE

IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE ENGINEER SHALL BE RESPONSIBLE

THE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON.

TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION.

EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL

IN ACCORDANCE WITH THE APPROVED PLANS.

THE ENGINEER SHALL INSPECT AND CERTIFY THAT ALL ROAD AND DRAINAGE IMPROVEMENTS HAVE BEEN BUILT

DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE ESTIMATE OF QUANTITIES.

THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION.

IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.

ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND AS OUTLINED

B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.

A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.

SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:

COUNTY PUBLIC WORKS DEPARTMENT, PERMITS/OPERATION SUPPORT DIVISION, TRANSPORTATION PERMIT

AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO

PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.

PUBLIC WORKS, PERMITS/OPERATION SUPPORT DIVISION, TRANSPORTATION PERMIT SECTION FOR APPROVAL

WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY DEPARTMENT OF

ALL SUBGRADES SHALL BE PERFORMED AT NO COSTS TO SAN BERNARDINO COUNTY. A WRITTEN REPORT

COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.

A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY

IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES

TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN SAN BERNARDINO COUNTY EASEMENT OR RIGHTS-OF-WAY.

A PERMIT WILL BE REQUIRED FROM SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR

STAMPED ELEVATION IS NGVD29.

TIDEWATER RAILROAD BRIDGE LOCATED BETWEEN I-15 AND BAKER BOULEVARD.

LOCATED IN THE TOP OF THE NORTHERN ABUTMENT OF THE ABANDONED TONOPAH AND

GEODETIC SURVEY BENCHMARK ELEV. 923.83 FEET ABOVE MEAN SEA LEVEL X162 1933"

VERTICAL DATUM: NAVD 88, BM PID FT0057 EL = 925.66' 2" DISC STAMPED "U.S. COAST &

CONDITIONS AND TRENCH SPECIFICATIONS.

SPECIFICATIONS, AND THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS GENERAL PERMIT

SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS, 2025 CALTRANS STANDARD PLANS AND

SAN BERNARDINO COUNTY ROAD PLANNING AND DESIGN STANDARDS MANUAL AS WELL AS THE

ALL IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THIS PLAN AND COMPLY WITH LATEST

STREET IMPROVEMENTS GENERAL NOTES

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6.

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1.

SAN BERNARDINO COUNTY STANDARD PLANS

TO BE SUPPLEMENTED BY THE FOLLOWING

403303B303A303211208

206205B129A (MODIFIED)127115109 (MODIFIED)(MODIFIED)101

ABBREVIATIONS LEGEND:

Var

TOC

TCE

SW

STD

STA

Shld

SDD

SD

SBC

RSP

RCP

R/W, ROW

PR

P/L

OG

MN

ISA

HMA

GB

FL

Exist

EVC

ETW

EP

Elev

CP

Cl

BVC

BOW

BOC

BMP

BB

AP

AC

AB

VARIES

TOP OF CURB

TEMPORARY CONSTRUCTION EASEMENT

SIDEWALK

STANDARD

STATION

SHOULDER

SPECIAL DISTRICTS DEPARTMENT

STORM DRAIN

SAN BERNARDINO COUNTY

ROCK SLOPE PROTECTION

REINFORCED CONCRETE PIPE

RIGHT OF WAY

PRESSURE RATED

PROPERTY LINE

ORIGINAL GROUND

MANHOLE

INTERNATIONAL SYMBOL OF ACCESSIBILITY

HOT MIX ASPHALT

GRADE BREAK

FLOW LINE

EXISTING

END VERTICAL CURVE

EDGE OF TRAVELED WAY

EDGE OF PAVEMENT

ELEVATION

CATCH POINT

CLASS

BEGIN VERTICAL CURVE

BACK OF WALK

BACK OF CURB

BEST MANAGEMENT PRACTICE

BEGIN BRIDGE

ANGLE POINT

ASPHALT CONCRETE

AGGREGATE BASE

150500-010

WILFRIED NIEMANN, P.E., T.E.

DIVISION H STANDARD DRAWINGS

SPECIAL DISTRICTS DEPARTMENT COUNTY OF SAN BERNARDINO

TO BE SUPPLEMENTED BY THE FOLLOWING

H-14H-4BH-4AH-2B

PEDESTRIAN ACCESSIBILITY GUIDELINES FOR HIGHWAY PROJECTS SECTIONS

CALTRANS DESIGN INFORMATION BULLETIN (DIB) 82-06

TO BE SUPPLEMENTED BY THE FOLLOWING

4.3.11(5)4.3.11(4)4.3.11(3)4.3.11(1)

HOT MIX ASPHALT (TYPE A)

CLASS 2 AGGREGATE BASE

OVEREXCAVATION

CONSTRUCTION / UTILITY LEGEND

REMOVE CONCRETE

AND HMA OVERLAY

COLD PLANE AC PAVEMENT

ROADWAY EXCAVATION

REMOVE TREE

(AERIALLY DEPOSITED LEAD)

ROADWAY EXCAVATION (TYPE COM)

REMOVE PAINTED TRAFFIC STRIPE

REMOVE ASPHALT CONCRETE PAVEMENT

OVEREXCAVATION

CALTRANS PLANNED IMPROVEMENT

REMOVE GROUTED ROCK

SEE CONSTRUCTION NOTE 1

ROADWAY PAVEMENT SECTION,

CUT AND FILL

P/L

TCE

DRAINAGE EASEMENT

R/W

TEMPORARY HIGH-VISIBILITY FENCE

FENCE

MINOR CONCRETE

PRECAST WHEELSTOP

Exist ELEC OVERHEAD (SCE)

Exist ELEC LINE (SCE)

Exist WATER LINE (BCSD)

Exist FIBER OPTIC LINE (SPRINT/COGENT)

Exist TELECOMM LINE (AT&T)

Exist SEWER LINE (BCSD)

PROPOSED FIBER OPTIC LINE (SPRINT/COGENT)

PROPOSED TELECOMM LINE (AT&T)

PROPOSED ELEC LINE (SCE)

ABANDONED FIBER OPTIC LINE (SPRINT/COGENT)

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DATELINDSAY KATT, PROJECT ENGINEER

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110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

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BRIDGE REPLACEMENT

OVER MOJAVE RIVER

BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

WILFRIED NIEMANN, P.E., T.E.

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

04/23/2604/23/26

INDEX SHEET

REMOVE CONCRETE (SQYD).

REMOVE CONCRETE CURB (LF).

RELOCATE SCE POWER POLE (BY OTHERS).

RELOCATE ROADSIDE SIGN.

CURB WITH KEY, SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE REDUCED RETAINING

RELOCATE UTILITY CABINET (BY OTHERS).

VAULT COVER, RAISE TO GRADE.

PROTECT-IN-PLACE LIGHTING FEATURE.

STANDARD DRAWINGS H-4A & H-4B.

RELOCATE BACKFLOW PREVENTER, SEE SDD DIVISION "H"

DETAIL SHEETS.

RELOCATE SPRINKLER VALVE ASSEMBLY, SEE CONSTRUCTION

DRAWINGS H-4A & H-4B.

RELOCATE WATER METER, SEE SDD DIVISION "H" STANDARD

DRAWING NO. H-2B.

RELOCATE FIRE HYDRANT, SEE SDD DIVISION "H" STANDARD

SALVAGE MOBIL PYLON SIGN.

PLACE ROADSIDE SIGN 1 POST.

PLACE TEMPORARY CRASH CUSHION (TL-2).

PLACE TEMPORARY RAILING (TYPE K).

PLACE TEMPORARY TRAFFIC STRIPE (PAINT).

PLACE CHANNELIZER (SURFACE MOUNTED) 12' SPACING.

PLACE CHANNELIZER (SURFACE MOUNTED) 25' SPACING.

SHEETS.

FOR OVEREXCATION DETAILS, SEE CONSTRUCTION DETAIL

WITH KEY, SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE RETAINING CURB

SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE RETAINING CURB,

PLACE 0.33' HOT MIX ASPHALT (TYPE A).

GUTTER, PER SBC STD PLAN NO. 115.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 8" CURB AND

FINISH THROUGHOUT ROADWAY LIMITS.

HOT MIX ASPHALT (TYPE A) TO PROVIDE A SMOOTH, UNIFORM

SEE TYPICAL SECTIONS SHEET. FINAL LIFT SHALL BE 0.20'

(0.20' MIN.) AND PLACE 0.20' MIN HOT MIX ASPHALT (TYPE A).

COLD PLANE ASPHALT CONCRETE PAVEMENT DEPTH VARIES

ASPHALT (TYPE A).

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' HOT MIX

PER CONSTRUCTION DETAIL SHEETS.

CONCRETE (DRIVEWAY). SEE SBC STD PLAN 129A, MODIFIED

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' MINOR

PLANS.

CONCRETE (SIDEWALK). SEE SBC STD PLAN 109, MODIFIED PER

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.33' MINOR

THROUGHOUT ROADWAY LIMITS.

ASPHALT (TYPE A) TO PROVIDE A SMOOTH, UNIFORM FINISH

COAT IN BETWEEN. FINAL LIFT SHALL BE 0.20' HOT MIX

0.70' CLASS 2 AGGREGATE BASE WITH 2 LAYERS OF TACK

PLACE 0.80' HOT MIXED ASPHALT (TYPE A) IN 3 LIFTS OVER

CONSTRUCTION NOTES

RELOCATE SCE MANHOLE (BY OTHERS).

EXISTING 5" ASPHALT CONCRETE OVER 9" AGGREGATE BASE.

REMOVE SIGN.

GRUBBING.

REMOVE TREE, NON-PAY ITEM. INCLUDED IN CLEARING AND

PLACE TYPE II BARRICADE.

NIGHT VISIBILITY).

END THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET

NIGHT VISIBILITY).

BEGIN THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET

ROADWAY EXCAVATION.

MANHOLE RAISE TO GRADE (BY OTHERS).

SAWCUT NEAT LINE.

PROTECT-IN-PLACE SCE POWER POLE.

PROTECT-IN-PLACE ARCO DISPLAY SIGN.

PROTECT-IN-PLACE REFLECTOR PADDLE.

PROTECT-IN-PLACE UTILITY VENT.

PROTECT-IN-PLACE ROADSIDE SIGN.

PROTECT-IN-PLACE FRAME.

PROTECT-IN-PLACE MANHOLE.

PROTECT-IN-PLACE PYLON SIGN.

SIGN TO BE REMOVED BY OTHERS PRIOR TO PROJECT.

REMOVE 2 POST SIGN.

REMOVE POST.

REMOVE OBJECT MARKER.

REMOVE PAINTED TRAFFIC STRIPE (LF).

PROTECT-IN-PLACE EXIST RIPRAP.

REMOVE GROUTED ROCK.

INCLUDED IN CLEARING AND GRUBBING.

REMOVE TREE STUMPS AND VEGETATION, NON-PAY ITEM.

REMOVE BOLLARD.

REMOVE BRIDGE, SEE BRIDGE PLANS.

SECTION 14 OF THE SPECIAL PROVISIONS.

FOR ADDITIONAL INFORMATION, SEE REMOVE GUARDRAIL.

REMOVE ASPHALT CONCRETE PAVEMENT (SQYD).

WILFRIED NIEMANN, P.E., T.E.

REMOVE PRECAST WHEELSTOP.86

PLACE CHANNELIZER (SURFACE MOUNTED) 10' SPACING.85

PLACE OBJECT MARKER.84

ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD).83

82 REMOVE ABANDONED SPRINT CONDUIT.

CONTROL JOINTS.

MATCH Exist CONCRETE GRADE. EXTEND TO Exist81

REMOVE CHAIN LINK FENCE.80

PLACE DOUBLE DRIVE GATE, SEE SBC STD PLAN NO. 403.79

PLACE FENCE, SEE SBC STD PLAN NO. 403.78

PAINT TRAFFIC MARKING.77

PROTECT-IN-PLACE MONITORING WELL.76

(ENHANCED WET NIGHT VISIBILITY).

75 PLACE THERMOPLASTIC PAVEMENT MARKING

REMOVE WATER VALVE.74

73 PAINT TRAFFIC STRIPE.

72 PLACE TEMPORARY PAVEMENT MARKING (PAINT).

PROTECT-IN-PLACE WATER METER/WATER VALVE BOX.71

ENGINEER TO DETERMINE MESSAGE AND LOCATION.

70 PLACE GENERAL TEMPORARY TRAFFIC HANDLING SIGN,

69 PLACE TEMPORARY HIGH-VISIBILITY FENCE.

68 PAVEMENT MARKING TO REMAIN IN PLACE.

67 REMOVE PAINTED PAVEMENT MARKING.

DRAWING NO. H-2B.

PLACE WATER VALVE, SEE SDD DIVISION "H" STANDARD66

SALVAGE BILLBOARD PANEL.65

TEMPORARY HMA, PLACE 0.50' HOT MIX ASPHALT (TYPE A).64

SHEETS.

PLACE PRECAST WHEELSTOP, SEE CONSTRUCTION DETAIL 63

SEE CONSTRUCTION DETAIL SHEETS.

PLACE RETAINING CURB WITH STEEL PICKET RAILING,62

OVER 1.00' CLASS 2 AGGREGATE BASE.

(CURB AND GUTTER), SEE SBC STD PLAN NO. 115,

PLACE 8" CURB AND GUTTER, MINOR CONCRETE 61

REMOVE SCE POWER POLE (BY OTHERS).60

ENGINEER TO DETERMINE MESSAGE AND LOCATION.

PLACE GENERAL TEMPORARY TRAFFIC HANDLING SIGN,

PLACE TYPE III BARRICADE.

REMOVE PAINTED TRAFFIC STRIPE.

PLACE TEMPORARY CRASH CUSHION (TL-2).

PLACE TEMPORARY RAILING (TYPE K).

PLACE TEMPORARY TRAFFIC STRIPE (PAINT).

PLACE CHANNELIZER (SURFACE MOUNTED) 17' SPACING.

PLACE CHANNELIZER (SURFACE MOUNTED) 35' SPACING.

CONSTRUCTION NOTES CONSTRUCTION NOTES

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DATELINDSAY KATT, PROJECT ENGINEER

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EFORE YOU

D I

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110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

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BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

WILFRIED NIEMANN, P.E., T.E.

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

CIVIL

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DATELINDSAY KATT, PROJECT ENGINEER

C A

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EFORE YOU

D I

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110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

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BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

TYPICAL SECTIONS

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

BOW

BAKER BOULEVARD TYPICAL SECTION

"B" 103+58.13 TO 106+85.50

R/W R/W

"B" 114+60.83 TO 117+91.50

"B" 106+85.50 TO 109.95.83

"B" 117+91.50 TO 119+59.67

50'50'

BAKER BOULEVARD TYPICAL SECTION

OG

OG, CONCRETE

PG

BAKER BOULEVARD TYPICAL SECTION

R/W R/W

50'50'

BOW

Var 5.9'

16.8' - 19.9' 20.0' - 20.2'

OG

Var

1.5%

1.5%

1.5%

1.5%

OG, AC PAVEMENT

9'

BOWTC

TC

1.5%

TC BOW

OG, AC PAVEMENT

2.0% 2.0%

BOW

R/W R/W

50'

40'

50'

TC

40'

TC BOW

2.0% 2.0%

19.8' - 20'

Var

TC

2.0% 2.0%

10'

9'9'

9' 9' 1'

1'

0.5'

1'

1'

2.0% 2.0%

1.5%OG, AC

TCE

8.5'

TCE

10'

TCE

16.5'

TCE

11.5'

TCE

8.5'

"B" LINE

C L

"B" LINE

C L

"B" LINE

C L

1.5%

BOW

R/W

TC

6'4'

50'

VarVar

13.5' - 36.8'

2.0%

VarVar

28.2' - 29.1'

2.0%

10.9' - 11.8'3.2' - 26.5'

Var

14.2' - 17.3'

2.0%

R/W

50'

BOW

Var Var

6.8'

4.6'

18.6'

4.4'

1.5%

9.5'

TC

2.0%OG, AC

"B" LINE

C L

Var

5.8' - 20.0'

"B" 118+75.00 TO 119+59.67

BAKER BOULEVARD TYPICAL SECTION

2.0%

10.3'

8.0%

2.0%

X-1

NOTES:

AT LEAST 24 INCHES HORIZONTALLY BEYOND THE EDGES OF NEW FILL.

DEPTH IS MEASURED FROM THE EXISTING GROUND SURFACE AND MUST EXTEND

IN ALL AREAS WHERE COMPACTED FILL WILL BE PLACED. THE OVEREXCAVATION

A MINIMUM OF 12 INCHES OF OVEREXCAVATION AND RECOMPACTION IS REQUIRED 5.

OR OTHERWISE UNSUITABLE MATERIAL IS REQUIRED PRIOR TO FILL PLACEMENT.

LOOSE OR SOFT ALLUVIUM, DRY OR SATURATED SOIL, WET, UNSTABLE,

OF COMPRESSIBLE SURFICIAL MATERIALS INCLUDING VEGETATION, TOPSOIL,

IN AREAS WHERE COMPACTED FILL WILL BE PLACED, COMPLETE REMOVAL 4.

GEOTECHNICAL REPORT. ACTUAL EXISTING PAVEMENT SECTION MAY VARY.

EXISTING PAVEMENT SECTION BASED ON LIMITED BORING INFORMATION FROM3.

TABLE 12, USING A 20 YEAR DESIGN LIFE AND TI OF 12.5.

PAVEMENT STRUCTURAL SECTIONS ARE BASED ON EMI'S FOUNDATION REPORT, 2.

SEE CONSTRUCTION DETAILS FOR LOCATION OF PAVEMENT SECTIONS/LIMITS.1.

SEE SBC STD PLAN NO. 115, OVER 1.00' CLASS 2 AGGREGATE BASE.

PLACE 8" CURB AND GUTTER, MINOR CONCRETE (CURB & GUTTER), 61

EXISTING 5" ASPHALT CONCRETE OVER 9" AGGREGATE BASE.58

SAWCUT NEAT LINE.50

REMOVE ASPHALT CONCRETE PAVEMENT (SQYD).30

REMOVE CONCRETE (SQYD).29

SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE REDUCED RETAINING CURB WITH KEY, 25

FOR OVEREXCAVATION DETAILS, SEE CONSTRUCTION DETAIL SHEETS.10

SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE RETAINING CURB WITH KEY, 9

SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE RETAINING CURB, 8

PER SBC STD PLAN NO. 115.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 8" CURB AND GUTTER, 6

PLACE 0.20' MIN HOT MIX ASPHALT (TYPE A).

COLD PLANE ASPHALT CONCRETE PAVEMENT DEPTH VARIES (0.20' MIN.) AND 5

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' HOT MIX ASPHALT (TYPE A).4

SEE SBC STD PLAN 109, MODIFIED PER PLANS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.33' MINOR CONCRETE (SIDEWALK).2

WITH 2 LAYERS OF TACK COAT IN BETWEEN.

PLACE 0.80' HOT MIXED ASPHALT TYPE A IN 3 LIFTS OVER 0.70' CLASS 2 AGGREGATE BASE 1

CONSTRUCTION NOTES

5 5

LEGEND

HOT MIX ASPHALT (TYPE A)

CLASS 2 AGGREGATE BASE

OVEREXCAVATION

"B" 114+99.33 TO 115+47.77

BAKER BOULEVARD TYPICAL SECTION

2 61

OR

FLATTER

2:

SLOPE

EMBANKMENT

50 50

WILFRIED NIEMANN, P.E., T.E.

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

P P

GGGG

GG

P

AHEAD

STOP

T

EPB

M

S S

C A

L L

B

EFORE YOU

D I

G

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

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BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

H14278

PROJECT CONTROL

CONTROL POINTS

EASTING

7136485.93

7135506.02

DESCRIPTION

CP MAG N SHINER

CP MAG N SHINER

MAG NAIL

MAG

60D

CP MAG N WASHER

NORTHING

2288610.54

2287814.35

2287448.58

2288054.01

7135136.71

7135893.62

7136332.99

7134501.93

2288392.31

2287032.40

POINT #

ELEVATION

934.16

928.78

926.79

928.55

933.93

926.81

DATUM NOTE

STAMPED ELEVATION IS NGVD29.

RAILROAD BRIDGE LOCATED BETWEEN I-15 AND BAKER BOULEVARD.

OF THE NORTHERN ABUTMENT OF THE ABANDONED TONOPAH AND TIDEWATER

923.83 FEET ABOVE MEAN SEA LEVEL X162 1933" LOCATED IN THE TOP

2" DISC STAMPED "U.S. COAST & GEODETIC SURVEY BENCHMARK ELEV.

NAVD 88, BM PID FT0057 EL=925.66'

VERTICAL DATUM:

GRID COORDINATE DATUM OF NGS.

BY 0.9999995519 FROM CONTROL POINT #2 TO OBTAIN THE 2010 EPOCH

MEASUREMENTS.MULTIPLY THE DISTANCES AND COORDINATES SHOWN HEREON

DISTANCES AND COORDINATES SHOWN HEREON ARE GROUND

FOUND NGS MONUMENTS PID FS1410, FT1128 AND PID FT1609 THE

S TO NNAD 83 CALIFORNIA ZONE 5, ESTABLISHED FROM OBERSERVATIO

HORIZONTAL DATUM:

PC-1

BAKER BLVD

BAKER BLVD

D E

A T

H V

A L

L E

Y R

D

S T

A

G

H W

A Y

M O J

A

V

E R

ADAM R. BISHOP, PROFESSIONAL LAND SURVEYOR DATE

S T

A

TE OF CALIF

O R

N

IA

R E

K

CI

SNUH

N

A Y

R

No. 8302

R O

Y E

V R

U S

DNAL LANOI

S

S E

F O

R P

COUNTY SURVEYOR

RYAN HUNSICKER, PLS 5

DEPARTMENT OF

DATE

DATE

SUPERVISING ENGINEER

SAN BERNARD

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

P

GGGG

GG

P

T

P

EPB

P

P

P

JP

CIVIL

S T

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ROFESSION

A

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IN

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CIVIL

DATELINDSAY KATT, PROJECT ENGINEER

C A

L L

B

EFORE YOU

D I

G

110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

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BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

REMOVAL PLAN

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

105 110103 104 106 107 108 109 111 112 113

S

E

M A

T C

RV-1

BAKER BOULEVARD

R/W

R/W R/W

R/W

2588.81'

N51°19'12"E

FL

BOW

FL

BOW

M O J

A V E

R

IV

E R

P L

P

L

P L P

L

P

L

P

L

"B" LINE

C

SCALE: 1"=40'

PLAN

LEGEND:

REMOVE CONCRETE

35.87' Lt "B" 104+35.40

38.94' Lt "B" 104+55.58

35.87' Lt "B" 104+85.41

38.90' Lt "B" 105+05.63

35.80' Lt "B" 105+40.68

35.80' Lt "B" 105+70.96

29 (17 SQYD)

36.35' Lt "B" 106+52.46

44.98' Lt "B" 107+55.38

35.66' Lt "B" 107+61.97

29 (18 SQYD)

29 (72 SQYD)

30 (412 SQYD)

34.77' Rt "B" 105+21.38

38.86' Rt "B" 105+39.99

35.97' Rt "B" 105+62.29

38.96' Rt "B" 105+80.49

37.35' Rt "B" 106+66.31

37.71' Rt "B" 106+83.08

36.12' Rt "B" 106+06.41

38.93' Rt "B" 106+25.00

AND HMA OVERLAY

COLD PLANE AC PAVEMENT

C

ROADWAY EXCAVATION

REMOVE TREE

CONSTRUCTION NOTESNOTES:

REMOVE PRECAST WHEELSTOP.

ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD).

REMOVE PAINTED PAVEMENT MARKING.

SALVAGE BILLBOARD PANEL.

REMOVE TREE, NON-PAY ITEM. INCLUDED IN CLEARING AND GRUBBING.

ROADWAY EXCAVATION.

PROTECT-IN-PLACE PYLON SIGN.

REMOVE PAINTED TRAFFIC STRIPE (LF).

REMOVE TREE STUMPS AND VEGETATION, NON-PAY ITEM. INCLUDED IN CLEARING AND GRUBBING.

REMOVE BOLLARD.

REMOVE BRIDGE, SEE BRIDGE PLANS.

FOR ADDITIONAL INFORMATION, SEE SECTION 14 OF THE SPECIAL PROVISIONS.REMOVE GUARDRAIL.

REMOVE ASPHALT CONCRETE PAVEMENT (SQYD).

REMOVE CONCRETE (SQYD).

REMOVE CONCRETE CURB (LF).

PROTECT-IN-PLACE LIGHTING FEATURE.

SALVAGE MOBIL PYLON SIGN.

ASPHALT (TYPE A) TO PROVIDE A SMOOTH, UNIFORM FINISH THROUGHOUT ROADWAY LIMITS.

FINAL LIFT SHALL BE 0.20' HOT MIX MIX ASPHALT (TYPE A). SEE TYPICAL SECTIONS SHEET.

COLD PLANE ASPHALT CONCRETE PAVEMENT DEPTH VARIES (0.20' MIN.) AND PLACE 0.20' MIN HOT

FOR DISPOSITION OF ROADSIDE SIGNS, SEE SIGNING AND STRIPING PLANS.2.

FOR UTILITY DISPOSITION, SEE UTILITY PLANS.1.

BEGIN

END

BEGIN

END

BEGIN

END 28

BEGIN

BEGIN

END

END

BEGIN

END

BEGIN

END

BEGIN

END

BEGIN

15.39' Rt "B" 110+23.54

31END

BEGIN

END

BEGIN

END 34

BEGIN

BEGIN

END

BEGIN

END

BEGIN

BEGIN

END

BEGIN

END

BEGIN

END

END

C

P

L

P L

P

L

TCE

TCE TCE

TCE TCE

EASEMENT

EASEMENT

DETAIL SHEETS

SEE CONSTRUCTION

STA 106+73.25,

DRIVEWAY 3

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 108+42.16,

DRIVEWAY 4

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 109+92.16,

DRIVEWAY 5

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 104+73.07,

DRIVEWAY 1

CL

END

END

39.48' Lt "B" 108+32.32

(AERIALLY DEPOSITED LEAD)

ROADWAY EXCAVATION (TYPE COM)

30 (568 SQYD)

29 (111 SQYD)

30 (274 SQYD)

30 (167 SQYD)

30 (250 SQYD)

11.78' Rt "B" 103+58.13

5AP

38.50' Lt "B" 103+58.13

52BEGIN

38.50' Lt "B" 110+34.33

52END

38.50' Rt "B" 109+57.33

52END

37 (487 LF)

37 (164 LF)

37 (246 LF)

29 (378 SQYD)

REMOVE PAINTED TRAFFIC STRIPE

END

39.73' Lt "B" 103+58.24

28BEGIN

39.85' Lt "B" 103+61.20

34 4 STUMPS

34 3 STUMPS

31BEGIN

20.21' Rt "B" 109+89.49

WOODEN BILLBOARD

PROTECT-IN-PLACE

33 4 EA

34 3 STUMPS

42 ROYAL HAWAIIAN

REMOVE ASPHALT CONCRETE PAVEMENT

FOR POWER POLE DISPOSITION, SEE NOTE 1.

38.50' Rt "B" 103+58.13

BEGIN 52

36.50' Lt "B" 103+58.13

5BEGIN

5END

13.50' Lt "B" 106+85.50

5 AP

10.86' Rt "B" 106+85.50

REMOVE CONCRETE SLAB TO LIMITS OF CONTROL JOINTS

83 (59 CY)

83 (136 CY)

67 (34 SQFT)

67 (17 SQFT)

86 (2 EA)

TCE

BILLBOARD PANEL

AND

MOBIL PYLON SIGNS

FOR SALVAGED

DESIGNATED LOCATIONDETAIL SHEETS

SEE CONSTRUCTION

STA 106+50.54

DRIVEWAY 2

CL

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

AHEAD

STOP

JP

M

P

P

P

S S

JP

CIVIL

S T

A

TE OF CALIF

O R

N

IA

R E

G

IS

T E

R E

D

P

ROFESSION

A

L E

N G

IN

E E

R

CIVIL

DATELINDSAY KATT, PROJECT ENGINEER

C A

L L

B

EFORE YOU

D I

G

110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

E N

O

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

M A

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D A

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A P

P R

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E V

IS

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N S

F I L

E N

O

BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

REMOVAL PLAN

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

115 120113 114 116 117 118 119 121 122

S

E

M A

T

RV-2

"B" LINE

BAKER BOULEVARD

R/W

R/W

2588.81'

N51°19'12"E

R/W

R/W

R

W

R

W

FL

BOW

FL

BOW

R O

U T E

D E

A

L L

O

A D

M O J

A

V E

R

P L

P L

C/F

PLAN

SCALE: 1"=40'

29 (664 SQYD)

29 (655 SQYD)

LEGEND:

AND HMA OVERLAY

COLD PLANE AC PAVEMENT

REMOVE CONCRETE

C

C

ROADWAY EXCAVATION

CALTRANS PLANNED IMPROVEMENT

CONSTRUCTION NOTES

ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD).

REMOVE CHAIN LINK FENCE.

REMOVE TREE, NON-PAY ITEM. INCLUDED IN CLEARING AND GRUBBING.

ROADWAY EXCAVATION.

PROTECT-IN-PLACE EXIST RIPRAP.

REMOVE GROUTED ROCK.

REMOVE BRIDGE, SEE BRIDGE PLANS.

SECTION 14 OF THE SPECIAL PROVISIONS.

FOR ADDITIONAL INFORMATION, SEE REMOVE GUARDRAIL.

REMOVE ASPHALT CONCRETE PAVEMENT (SQFT).

REMOVE CONCRETE (SQYD).

REMOVE CONCRETE CURB (LF).

UNIFORM FINISH THROUGHOUT ROADWAY LIMITS.

HOT MIX ASPHALT (TYPE A) TO PROVIDE A SMOOTH,

FINAL LIFT SHALL BE 0.20' SEE TYPICAL SECTIONS SHEET.

(0.20' MIN.) AND PLACE 0.20' MIN HOT MIX ASPHALT (TYPE A).

COLD PLANE ASPHALT CONCRETE PAVEMENT DEPTH VARIES

REMOVE TREE 83

12.36' Lt "B" 114+81.92

31BEGIN

18.78' Lt "B" 115+61.61

31END

NOTES:

FOR DISPOSITION OF ROADSIDE SIGNS, SEE SIGNING AND STRIPING PLANS.2.

FOR UTILITY DISPOSITION, SEE UTILITY PLANS.1.

EASEMENT

TCE

TCE

TCE

TCE

C A L T

R A

W

P L

DETAIL SHEETS

SEE CONSTRUCTION

STA 119+19.86,

DRIVEWAY 12

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 115+40.43,

DRIVEWAY 6

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 116+90.43,

DRIVEWAY 8

CL

REMOVE ASPHALT CONCRETE PAVEMENT

30 (105 SQYD)

30 (51 SQYD)

30 (520 SQYD)

TCE

30.43' Rt "B" 114+44.67

28BEGIN

28BEGIN

25.63' Rt "B" 114+47.49

31.42' Rt "B" 117+88.32

END

36.95' Rt "B" 117+88.63

END

REMOVE GROUTED ROCK

35 (203 SQFT)

52END

38.50' Lt "B" 117+91.50

5BEGIN

52END

38.53' Rt "B" 117+91.50

5BEGIN

5END

38.32' Rt "B" 119+59.67

END 5

28.67' Lt "B" 119+59.67

BEGIN 52

38.50' Lt "B" 114+99.33

38.50' Rt "B" 114+22.33

BEGIN

C A

L T

R A

N S

R /W

R

/W WORK TO BE DONE BY OTHERS

DETAIL SHEETS

SEE CONSTRUCTION

STA 117+95.47,

DRIVEWAY 10

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 118+95.38,

DRIVEWAY 11

CL

29 (18 SQYD)

5 AP

20.03' Rt "B" 117+91.50

5 AP

5.92' Lt "B" 117+91.50

5 AP

19.98' Lt "B" 119+10.26

5 AP

5.81' Lt "B" 119+10.79

30 (23 SQYD)

51.44' Lt "B" 116+28.27

BEGIN 80

50.00' Lt "B" 118+32.54

END 80

(AERIALLY DEPOSITED LEAD)

ROADWAY EXCAVATION (TYPE COM)

SEE NOTE 1.

DISPOSITION,

FOR POWER POLE

SEE NOTE 2.

FOR SIGN DISPOSITION,

83 (376 CY)

(178 CY) 83

DETAIL SHEETS

SEE CONSTRUCTION

STA 117+43.77,

DRIVEWAY 9

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 115+65.77,

DRIVEWAY 7

CL

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

GGGG

GG

P

T

P

EPB

P

P

P

JP

CIVIL

S T

A

TE OF CALIF

O R

N

IA

R E

G

IS

T E

R E

D

P

ROFESSION

A

L E

N G

IN

E E

R

CIVIL

DATELINDSAY KATT, PROJECT ENGINEER

C A

L L

B

EFORE YOU

D I

G

110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

PLAN & PROFILE

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

E N

O

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

F I L

E N

O

BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

PROFILE

VERT 1"=4'

SCALE: HORIZ 1"=40'

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

105 110103 104 106 107 108 109 111

.5

P

R C

E le v

.7

.5

V

P I

E le v

.8

0.02%

.8

B

B

E le v

.8

C O

N F

O R

M

E le v

.8

.5

B

V C

B E

G

IN

C O

N S

T U

C T

IO

N

E le v

.9

.1

A P

P R

O A

C H

S L

A B

E le v

.4

.8

200.00' VC

MATCH EXIST GRADE

S

E

M A

T

103+00 105+00104+00 106+00 107+00 108+00 109+00 110+00 111+00

L-1

BAKER BOULEVARD

R/W

R/W R/W

R/W

2588.81'

N51°19'12"E

S

E

M A

T

FL

BOW

FL

BOW

M O J

A V E

R

IV

E R

PG

OG

P L

P

L

P L

P L

P

L

P

L

"B" LINE

40.50' Lt "B" 103+58.13

F

SCALE: 1"=40'

PLAN

.0

SEE BRIDGE PLANS

BAKER BLVD BRIDGE,

BB

"B" 110+25.83

38.50' Lt "B" 103+58.13

10.86' Rt "B" 106+85.50

13.50' Lt "B" 106+85.50

COLD PLANE OVERLAY (HMA)

C

F

2BEGIN

1BEGIN

5END

5END

SEE BRIDGE PLANS

APPROACH SLAB

SEE BRIDGE PLANS

BAKER BLVD BRIDGE

40.50' Rt "B" 106+73.54

3END

2BEGIN

40.50' Rt "B" 106+27.54

END 2

BEGIN 3

BEGIN 61

E:7134986.079

N:2287367.528

BEGIN CONSTRUCTION

"B" 103+58.13

DETAIL SHEETS

SEE CONSTRUCTION

CUT OFF WALL,

HMA RAMP AND

BEGIN 2

40.50' Rt "B" 103+70.13

BEGIN 3

END 2

40.50' Rt "B" 104+50.00

BEGIN 2

END 3

40.50' Rt "B" 104+96.00

DETAIL SHEETS

SEE CONSTRUCTION

STA 106+50.54,

DRIVEWAY 2

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 106+73.25,

DRIVEWAY 3

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 108+42.16,

DRIVEWAY 4

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 109+92.16,

DRIVEWAY 5

CL

BEGIN 3

END 2

40.50' Lt "B" 106+55.24

40.50' Lt "B" 106+91.24

END

BEGIN

BEGIN 3

END 2

40.50' Lt "B" 108+24.16

40.50' Lt "B" 108+60.16

3END

2BEGIN

BEGIN 3

END 2

40.50' Lt "B" 109+74.16

40.50' Lt "B" 110+10.16

3END

2BEGIN

DETAIL SHEETS

SEE CONSTRUCTION

STA 104+73.00,

DRIVEWAY 1

CL

TCE

P L

TCE

TCE

P L

TCE

TCE

EASEMENT

EASEMENT

38.50' Rt "B" 103+58.13

1BEGIN

40.50' Rt "B" 109+57.33

2END

END

END 2

40.50' Lt "B" 110+34.33

6BEGIN

40.50' Rt "B" 103+58.13

6END

38.5'

38.5'

SEE DRAINAGE PLANS

STORM DRAIN SYSTEM,

SEE BRIDGE PLANS

ROCK SLOPE PROTECTION

50.00' Lt "B" 109+64.00

END 8

END 1

"B" 109+95.83

END 62

47.00' Rt "B" 109+57.33

BEGIN 62

END 62

46.00' Lt "B" 110+41.89

PROPOSED CHANNEL GRADING

SEE BRIDGE PLANS

ABUTMENT,

END 9

50.00' Rt "B" 104+50.00

BEGIN 9

50.00' Rt "B" 104+96.00

END 9

50.00' Rt "B" 106+27.54

BEGIN 8

50.00' Rt "B" 106+73.54

END 25

49.50' Lt "B" 106+55.24

BEGIN 8

50.00' Lt "B" 106+91.24

END 8

50.00' Lt "B" 108+24.16

END 62

50.00' Lt "B" 109+74.16

BEGIN 8

50.00' Lt "B" 108+60.16

BEGIN 62

50.00' Lt "B" 110+10.16

LOT STRIPING DETAILS

SHEETS FOR PARKING

SEE CONSTRUCTION DETAIL

BEGIN 25

49.50' Lt "B" 103+58.13

LOT STRIPING DETAILS

SHEETS FOR PARKING

SEE CONSTRUCTION DETAIL

5BEGIN

11.78' Rt "B" 103+58.13

36.50' Lt "B" 103+58.13

5BEGIN

62 AP

50.00' Rt "B" 109+37.33

CUT AND FILL

AND HMA OVERLAY

COLD PLANE AC PAVEMENT

P/L

TCE

DRAINAGE EASEMENT

SEE CONSTRUCTION NOTE 1

ROADWAY PAVEMENT SECTION,

R/W

LEGEND:

BEGIN 69

147.17' Rt "B" 108+50.26

TEMPORARY HIGH-VISIBILITY FENCE

R/W

PLACE TEMPORARY HIGH-VISIBILITY FENCE.

SEE CONSTRUCTION DETAIL SHEETS.

PLACE RETAINING CURB WITH STEEL PICKET RAILING,

STD PLAN NO. 115, OVER 1.00' CLASS 2 AGGREGATE BASE.

PLACE 8" CURB AND GUTTER, MINOR CONCRETE (CURB AND GUTTER), SEE SBC

KEY, SEE CONSTRUCTION DETAIL SHEETS.

REDUCED RETAINING CURB WITH OVEREXCAVATE 1' COMPACT TO 95%, PLACE

SEE CONSTRUCTION DETAIL SHEETS.

RETAINING CURB WITH KEY,OVEREXCAVATE 1' COMPACT TO 95%, PLACE

SEE CONSTRUCTION DETAIL SHEETS.

RETAINING CURB,OVEREXCAVATE 1' COMPACT TO 95%, PLACE

STD PLAN NO. 115.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 8" CURB AND GUTTER, PER SBC

A SMOOTH, UNIFORM FINISH THROUGHOUT ROADWAY LIMITS.

FINAL LIFT SHALL BE 0.20' HOT MIX ASPHALT (TYPE A) TO PROVIDE SHEET.

SEE TYPICAL SECTIONS AND PLACE 0.20' MIN HOT MIX ASPHALT (TYPE A).

COLD PLANE ASPHALT CONCRETE PAVEMENT DEPTH VARIES (0.20' MIN.)

DETAIL SHEETS.

(DRIVEWAY). SEE SBC STD PLAN 129A, MODIFIED PER CONSTRUCTION

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' MINOR CONCRETE

(SIDEWALK). SEE SBC STD PLAN 109, MODIFIED PER PLANS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.33' MINOR CONCRETE

FINISH THROUGHOUT ROADWAY LIMITS.

SHALL BE 0.20' HOT MIX ASPHALT (TYPE A) TO PROVIDE A SMOOTH, UNIFORM

FINAL LIFT AGGREGATE BASE WITH 2 LAYERS OF TACK COAT IN BETWEEN.

PLACE 0.80' HOT MIXED ASPHALT TYPE A IN 3 LIFTS OVER 0.70' CLASS 2

CONSTRUCTION NOTES

TCE

BEGIN 9

50.00' Rt "B" 103+58.13

BEGIN

END

50.00' Rt "B" 109+20.00

BEGIN

147.17' Rt "B" 110+84.53

1.89

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

AHEAD

STOP

JP

M

P

P

JP

CIVIL

S T

A

TE OF CALIF

O R

N

IA

R E

G

IS

T E

R E

D

P

ROFESSION

A

L E

N G

IN

E E

R

CIVIL

DATELINDSAY KATT, PROJECT ENGINEER

C A

L L

B

EFORE YOU

D I

G

110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

PLAN & PROFILE

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

E N

O

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

F I L

E N

O

BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

PROFILE

VERT 1"=4'

SCALE: HORIZ 1"=40'

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

115 120112 113 114 116 117 118 119

.5

P

R C

E le v

.2

.5

E

V C

C O

N F

O R

M

E le v

.5

.0

V

P I

E le v

.3

.0

V

P I

E le v

.1

-1.38% 1.58%

-1.38%

.8

E

B

E le v

.8

595.00' VC

.8

A P

P R

O A

C H

S L

A B

E le v

.5

311.00' VC

MATCH EXIST GRADE

E N

D C

O N

S T

U C

T

IO

N

E le v

.7

.6

S

E

M A

T

115+00114+00 116+00 117+00 118+00 119+00 120+00

L-2

"B" LINEBAKER BOULEVARD

R/W

R/W

2588.81'

N51°19'12"E

S

E

M A

T

R/W

R

W

FL

BOW

FL

BOW

R O

U T

E

D E

A T

H V

A L

L E

Y R

O A

D

M O J

A V E

R

IV

E R

113+00

PG

OG

P L

P L

PLAN

SCALE: 1"=40'

SEE BRIDGE PLANS

BAKER BLVD BRIDGE,

EB

"B" 114+30.83

C

38.46' Rt "B" 117+91.50

38.50' Rt "B" 119+59.67

CONSTRUCTION NOTES

SEE BRIDGE PLANS

APPROACH SLAB,

5END

E:2288379.459

N:7136236.211

END CONSTRUCTION

"B" 119+59.67

DETAIL SHEETS

SEE CONSTRUCTION

STA 115+40.43,

DRIVEWAY 6

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 119+19.86,

DRIVEWAY 12

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 116+90.43,

DRIVEWAY 8

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 117+43.77,

DRIVEWAY 9

CL

DETAIL SHEETS

SEE CONSTRUCTION

STA 115+65.77,

DRIVEWAY 7

CL

C A L T

R A

W

BEGIN 2

END 3

40.50' Rt "B" 115+63.43

BEGIN 3

END 2

40.50' Rt "B" 116+67.43

BEGIN 2

END 3

40.50' Rt "B" 117+13.43

BEGIN 3

END 2

40.50' Lt "B" 115+47.77

BEGIN 2

END 3

40.50' Lt "B" 115+83.77

BEGIN 3

END 2

40.50' Lt "B" 117+25.77

BEGIN 2

END 3

40.50' Lt "B" 117+61.77

BEGIN 3

END 2

30.67' Lt "B" 119+01.86

BEGIN 2

END 3

30.67' Lt "B" 119+37.86

C A

L T

R A

N S

R /W

P L

CUT AND FILL

AND HMA OVERLAY

COLD PLANE AC PAVEMENT

R/W

P/L

TCE

DRAINAGE EASEMENT

LEGEND:

C/F

C TCE TCE

TCE

TCE

T C E

EASEMENT

C

BEGIN 61

BEGIN 2

40.50' Lt "B" 114+99.33

BEGIN 6

BEGIN 2

40.50' Rt "B" 114+22.33

END 61

END 2

30.67' Lt "B" 119+59.67

38.5'

38.5'

SEE DRAINAGE PLANS

STORM DRAIN SYSTEM,

20.13' Lt "B" 117+91.50

26.09' Lt "B" 119+59.67

END 5

PLACE DOUBLE DRIVE GATE, SEE SBC STD PLAN NO. 403.

PLACE FENCE, SEE SBC STD PLAN NO. 403.

PLACE TEMPORARY HIGH-VISIBILITY FENCE.

CONSTRUCTION DETAIL SHEETS.

PLACE RETAINING CURB WITH STEEL PICKET RAILING, SEE

SEE SBC STD PLAN NO. 115, OVER 1.00' CLASS 2 AGGREGATE BASE.

PLACE 8" CURB AND GUTTER, MINOR CONCRETE (CURB & GUTTER),

WITH KEY, SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE RETAINING CURB

SEE CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE RETAINING CURB,

PER SBC STD PLAN NO. 115.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 8" CURB AND GUTTER,

ROADWAY LIMITS.

ASPHALT (TYPE A) TO PROVIDE A SMOOTH, UNIFORM FINISH THROUGHOUT

TYPICAL SECTIONS SHEET. FINAL LIFT SHALL BE 0.20' HOT MIX

(0.20' MIN.) AND PLACE 0.20' MIN HOT MIX ASPHALT (TYPE A). SEE

COLD PLANE ASPHALT CONCRETE PAVEMENT DEPTH VARIES

DETAIL SHEETS.

(DRIVEWAY). SEE SBC STD PLAN 129A, MODIFIED PER CONSTRUCTION

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' MINOR CONCRETE

(SIDEWALK). SEE SBC STD PLAN 109, MODIFIED PER PLANS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.33' MINOR CONCRETE

SMOOTH, UNIFORM FINISH THROUGHOUT ROADWAY LIMITS.

FINAL LIFT SHALL BE 0.20' HOT MIX ASPHALT (TYPE A) TO PROVIDE A

CLASS 2 AGGREGATE BASE WITH 2 LAYERS OF TACK COAT IN BETWEEN.

PLACE 0.80' HOT MIXED ASPHALT TYPE A IN 3 LIFTS OVER 0.70'

BEGIN 5

AP5

5.81' Lt "B" 119+10.79

5 AP

19.98' Lt "B" 119+10.26

5 AP

5.92' Lt "B" 117+91.50

5 AP

20.03' Rt "B" 117+91.50

SEE BRIDGE PLANS

ROCK SLOPE PROTECTION

595.00' VC

SEE CONSTRUCTION NOTE 1

ROADWAY PAVEMENT SECTION,

BEGIN 1

"B" 114+60.83

DETAIL SHEETS

CONSTRUCTIONSEE

CURVE DATA TABLE

BEGIN 62

47.00' Rt "B" 114+21.33

BEGIN 8

END 62

50.00' Rt "B" 114+70.00

PROPOSED CHANNEL GRADING

SEE BRIDGE PLANS

ABUTMENT,

SEE DRAINAGE PLANS

STORM DRAIN SYSTEM,

DETAIL SHEETS

SEE CONSTRUCTION

STEEL PLATE COVER,

PARKWAY CULVERT WITH

BEGIN 3

END 2

40.50' Rt "B" 115+17.43

END 8

50.00' Rt "B" 115+17.43

BEGIN 8

50.00' Rt "B" 115+63.43

END 8

50.00' Rt "B" 116+67.43

BEGIN 9

50.00' Rt "B" 117+13.43

BEGIN 5

38.50' Rt "B" 117+91.50

BEGIN 2

END 3

40.50' Rt "B" 119+12.38

BEGIN 3

END 2

40.50' Rt "B" 118+72.38

BEGIN 3

END 2

40.50' Rt "B" 117+72.47

DETAIL SHEETS

SEE CONSTRUCTION

STA 118+95.38,

DRIVEWAY 11

CL

BEGIN 2

END 3

40.50' Rt "B" 118+18.47

DETAIL SHEETS

SEE CONSTRUCTION

STA 117+95.47,

DRIVEWAY 10

CL

40.50' Rt "B" 119+59.67

END 6

END 2

END 9

50.00' Rt "B" 117+72.47

END 1

"B" 119+59.67

END 8

50.00' Lt "B" 117+25.77

BEGIN 9

50.00' Lt "B" 117+61.77

END 9

39.67' Lt "B" 119+01.86

BOW

DETAIL SHEETS

SEE CONSTRUCTION

SIDEWALK AND CURB,

DONE BY OTHERS

WORK TO BE

R/W

FENCE

58.50' Lt "B" 117+25.27

BEGIN 79

END 78

50.50' Lt "B" 116+25.61

BEGIN 78

50.00' Lt "B" 118+32.77

END 78

BEGIN 78

END 79

58.50' Lt "B" 117+60.77

50.50' Lt "B" 117+25.27

78 AP

50.50' Lt "B" 117+60.77

78 AP

TEMPORARY HIGH-VISIBILITY FENCE

112+00

147.17' Lt "B" 115+72.81

END 69

END 69

74.32' Rt "B" 113+77.78

147.17' Rt "B" 113+22.77

69 AP

C

C

BEGIN 8

50.00' Lt "B" 115+83.77

SEE BRIDGE PLANS

BAKER BLVD BRIDGE

1.89

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

T

A

TE OF CALIF

O R

N

IA

R E

G

IS

T E

R E

D

P

ROFESSION

A

L E

N G

IN

E E

R

CIVIL

DATELINDSAY KATT, PROJECT ENGINEER

C A

L L

B

EFORE YOU

D I

G

110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

E N

O

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

F I L

E N

O

BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

CONSTRUCTION DETAILS

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

SCALE: 1"=5'

HMA RAMP

TOC 927.23'

40.00' Rt "B" 103+70.13

TOC ± 926.50'

MATCH EXIST

40.00' Rt "B" 103+58.13

MAX

7.5 %

.5

A A

SECTION A-A

NO SCALE

BOW 927.36'

49.00' Rt "B" 103+70.13

.5

HMA RAMP

12'

GB GB

MINOR CONCRETE (SIDEWALK)

FG

OG

C-1

R/W

TCE

R/W

LIP

FLTOC

BOC

BOW

BEGIN CURVE

39.83' Lt "B" 118+57.80

118+50 119

"B" LINE

BAKER BLVD

40' TO TOC

30.17' TO TOC

R/W R/W

SCALE: 1"=5'

BEGIN CURVE

32.50' Lt "B" 118+82.87

END CURVE

37.33' Lt "B" 118+70.81

END CURVE

30.00' Lt "B" 118+95.87

NO. R À T L#

35.00'

35.00'

21°48'05" 13.32'6.74'

6.74'-21°48'05" 13.32'

CURVE DATA

MINOR CONCRETE (SIDEWALK)

MINOR CONCRETE (SIDEWALK)

FOR ADDITIONAL CONSTRUCTION DETAILS SEE SAN BERNARDINO COUNTY STANDARD PLAN NO. 129A

CONSTRUCTION NOTES

7 PLACE 0.33' HOT MIX ASPHALT (TYPE A).

FG

8.0'

ABUTMENT STEM

2.0'

SLOPE PROTECTION

SMALL-ROCK

SECTION DETAIL #1

ROCK SLOPE PROTECTION

NO SCALE

PLAN DETAIL #1

ROCK SLOPE PROTECTION

NO SCALE

24" RCP

PIPE CL

ABUTMENT STEM

8.0'

ABUTMENT STEM

2.0'

FG

ABUTMENT STEM

24" RCP

PIPE CL

BOW

CURB

RETAINING

BACK OF

CURB TO CUT OFF WALL

END TRANSITION OF 8"

FL 926.56'

39.83' Rt "B" 103+70.13

CURB TO CUT OFF WALL

BEGIN TRANSITION OF 8"

FL ± 926.50'

MATCH EXIST

39.83' Rt "B" 103+58.13

Elev 928.86'

TOP OF RETAINING CURB

50.00' Rt "B" 103+70.13

HMA RAMP

8"

CUT OFF WALL SIDE VIEW

NO SCALE

FRONT VIEWS

WALL SIDE AND

SEE CUT OFF

CUT OFF WALL SECTION B-B

NO SCALE

8.5' HMA RAMP

FL

BOC

TOC

LIP

TRANSITION OF 8" CURB TO CUT OFF WALL

NO SCALE

HMA RAMP

LIP

FL

BOC

TOC

SECTION DETAIL #2

ROCK SLOPE PROTECTION

NO SCALE

PLAN DETAIL #2

ROCK SLOPE PROTECTION

NO SCALE

SLOPE PROTECTION

SMALL-ROCK

(150 LB, CLASS III, METHOD B)

ROCK SLOPE PROTECTION

(150 LB, CLASS III, METHOD B)

ROCK SLOPE PROTECTION

8.0'

10.0'

5.0'

3'

8'

9.

7'

B

B

CUT OFF WALL

4"

CUT OFF WALL

SIDEWALK SHIFT

NOT SHOWN

RETAINING CURB

NOTE:

SHEETS

SEE CONSTRUCTION DETAIL

OVEREXCAVATE,

(150 LB, CLASS III, METHOD B)

ROCK SLOPE PROTECTION

(150 LB, CLASS III, METHOD B)

ROCK SLOPE PROTECTION

7" 7"

RSP ROCK GRADATION

SEE SPECIFICATION SECTION 72-2 FOR THE COMPLETE TABLE AND REQUIREMENTS.

NOTE: THE RSP ROCK GRADATION TABLE IS FOR REFERENCE ONLY.

DIAMETER

BY MEDIAN PARTICLE

NOMINAL RSP CLASS

CLASS

(INCH)

DIAMETER

W50

WEIGHT

PARTICLE

MEDIAN

NOMINAL

MIN MAX MIN MAX MAX METHOD

D15 (INCH) D50 (INCH)

(INCH)

D100

PLACEMENT

I 6 20 LB 3.7 5.2 5.7 6.9 12.0 B

II 9 60 LB 5.5 7.8 8.5 10.5 18.0 B

III 12 150 LB 7.3 10.5 11.5 14.0 24.0 B

BOW ± 926.46'

MATCH EXIST

49.00' Rt "B" 103+58.13

MAX

7.5 %

Elev ± 926.96'

TOP OF RETAINING CURB

50.00' Rt "B" 103+58.13

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

T

A

TE OF CALIF

O R

N

IA

R E

G

IS

T E

R E

D

P

ROFESSION

A

L E

N G

IN

E E

R

CIVIL

DATELINDSAY KATT, PROJECT ENGINEER

C A

L L

B

EFORE YOU

D I

G

110 BLUE RAVINE ROAD SUITE 200, FOLSOM CA. 916-858-0642

DEPARTMENT OF PUBLIC WORKS

W.O. NO.

1SHEET OF

ROAD NO.

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

APPR DATEMARK REVISIONSPREPARED BY:VERTICAL DATUM:

TWO WORKING DAYS BEFORE YOU DIG

1-800-227-2600

Underground Service Alert

Call: TOLL FREE

F I L

E N

O

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

M A

R K

D A

T E

A P

P R

R

E V

IS

IO

N S

F I L

E N

O

BAKER BOULEVARD

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

150500-010

STAMPED ELEVATION IS NGVD29.

I-15 AND BAKER BOULEVARD.

RAILROAD BRIDGE LOCATED BETWEEN

ABANDONED TONOPAH AND TIDEWATER

THE NORTHERN ABUTMENT OF THE

X162 1933" LOCATED IN THE TOP OF

923.83 FEET ABOVE MEAN SEA LEVEL

GEODETIC SURVEY BENCHMARK ELEV.

2" DISC STAMPED "U.S. COAST &

NAVD 88, BM PID FT0057 EL = 925.66'

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

CONSTRUCTION DETAILS

H14278DN DN LK

KATT

LINDSAY

No.

Exp.

68432

9-30-27

3/13/26

"B" LINE 105+00

SCALE: 1"=5'

DRIVEWAY No. 1

C-2

BAKER BOULEVARD

R/W

NOTES:

1" LIP 926.43

FL 926.35

39.83' Rt "B" 104+56.00

Elev 926.72

42.50' Rt "B" 104+56.00

1" LIP 926.47

FL 926.39

39.83' Rt "B" 104+90.00

Elev 926.76

42.50' Rt "B" 104+90.00

BOC 926.54

40.50' Rt "B" 104+90.00

Elev 926.83

50.00' Rt "B" 104+56.00

Elev 926.88

50.00' Rt "B" 104+90.00

Elev ± 926.91

MATCH Exist

56.50' Rt "B" 104+56.00

A

R/W

TCE

104+50

3.

2.

1.

FOR DISPOSITION OF EXISTING FEATURES, SEE REMOVAL PLAN.

FOR UTILITY DISPOSITION, SEE UTILITY PLANS.

FOR ADDITIONAL DRIVEWAY CONSTRUCTION DETAILS SEE SAN BERNARDINO COUNTY STANDARD PLAN NO. 129A

CONSTRUCTION NOTES

6.

4.

3.

2.

STD PLAN NO. 115.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 8" CURB AND GUTTER, PER SEE SBC

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' HOT MIX ASPHALT (TYPE A).

SEE SBC STD PLAN 129A, MODIFIED PER CONSTRUCTION DETAIL SHEETS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.50' MINOR CONCRETE (DRIVEWAY).

SEE SBC STD PLAN 109, MODIFIED PER PLANS.

OVEREXCAVATE 1' COMPACT TO 95%, PLACE 0.33' MINOR CONCRETE (SIDEWALK).

TCE

NO SCALE

SECTION A-A

5 10 15

GRAPHIC SCALE 1"=5'

0.12%

.1

.3

.1

5.23% 5.48%

CL "B" 104+73.00

BOW

CURB

RETAINING

BACK OF

BOW

CURB

RETAINING

BACK OF

X

CONFORM

4:1 OR FLATTER

GROUND SURFACE

EXISTING

RETAINING CURB

SIDEWALK

DRIVEWAY

NO SCALE

(PRIMARY ISOMETRIC VIEW)

DRIVEWAY CONFORM

X

CONFORM

4:1 OR FLATTER

RETAINING CURB

GROUND SURFACE

EXISTING

DRIVEWAY

SIDEWALK

DRIVEWAY CONFORM

NO SCALE

(ALTERNATIVE ISOMETRIC VIEW)

DRIVEWAY CONFORM

DRIVEWAY CONFORM

2%

1" LIP

OG

0.67'

FL

3 4

±0.12%1.5% 11%

6.5'

GB GB

7.5'2'

GB

MATCH EXIST

BOC

MATCH DRIVEWAY CONFORM MATERIAL.

BLEND SLOPES UNIFORMLY WITH NO ABRUPT BREAKS.

BETWEEN A 4:1 SLOPE AND 8% GRADE.

GRADE TO PROVIDE A SMOOTH TRANSITION

MATCH DRIVEWAY CONFORM MATERIAL.

BLEND SLOPES UNIFORMLY WITH NO ABRUPT BREAKS.

BETWEEN A 4:1 SLOPE AND 8% GRADE.

GRADE TO PROVIDE A SMOOTH TRANSITION

Elev ± 926.73

MATCH Exist

56.50' Rt "B" 104+90.00

BOC 926.50

40.50' Rt "B" 104+56.00

A

34'

DEPARTMENT OF PUBLIC WORKS

CHECKED BY:DRAWN BY:

DATEDATE

APPROVED BY:

DEPUTY DIRECTOR

DESIGNED BY:

DATE

SUPERVISING ENGINEER

SAN BERNARDINO COUNTY

TRANSPORTATION DESIGN ENGINEERING

ENGINEERING MANAGER

CHRIS NGUYEN, P.E.

MERVAT MIKHAIL, P.E.DATE

DATE

SUPERVISING ENGINEER

ENGINEERING MANAGER

WILFRIED NIEMANN, P.E., T.E.

DN DN LK

T

A

TE OF CALIF

O R

N

IA

R E

G

IS

T E

R E

D

P

ROFESSION

A

L E

N G

IN

E E

R

CIVIL

DATELIND…