Drawings_C25864039.pdf

SITE MAP

DRAWING INDEX

C-0.0 COVER SHEET

C-0.1 GENERAL NOTES

C-1.0 HAUL ROUTE AND CONTRACTOR LAYDOWN AREA PLAN

C-1.1 EXISTING CONDITIONS AND DEMOLITION PLAN

C-2.0 GRADING PLAN

C-2.1 SITE LAYOUT - HORIZONTAL CONTROL PLAN

C-3.0 EROSION CONTROL PLAN

S-001 GENERAL NOTES

S-010 STRUCTURAL TYPICAL DETAILS

S-100 BRIDGE FOUNDATION PLAN

S-101 BRIDGE FRAMING PLAN

S-102 SHORING PLAN & ELEVATIONS

S-200 STRUCTURAL ELEVATION AND SECTION

S-300 STRUCTURAL DETAILS

S-301 SHORING DETAILS

LP-1 PLANTING PLAN

LP-2 OAK TREE MITIGATION PLAN

VICNITY MAP

PROJECT

SITE

PROJECT

SITE

NEW STOKES CREEK BRIDGE

DPR ACCESS COMPLIANCE REVIEW

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08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

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CALIFORNIA DEPARTMENT OF PARKS AND RECREATION

(CPDR)

WSP USE INC

401 B STREET, SUITE 1650

SAN DIEGO, CA 92101

CONTACT : MIKE MAGEE

PH: (619) 338-9376

PROJECT DESCRIPTION

THIS PROJECT IS TO REPLACE AN EXISTING UNDERSIZED

CULVERT WITH A BRIDGE TO RESTORE A SECONDARY ESCAPE

ROUTE IN CASE OF FIRE, REDUCE DISRUPTION TO CAMPERS,

AND RESTORE THE CREEK TO ITS NATURAL CONFIGURATION.

DESIGN PACKAGES

30% CONSTRUCTION DOCUMENT DATE: 05-07-2018

C-0.0

MALIBU CREEK STATE PARK

C O

V E R

S H

E E T

50% CONSTRUCTION DOCUMENT DATE: 06-21-2024

CIVIL/STRUCTURAL

ENGINEER:

PROJECT OWNER:

PREPARED FOR:

PARKS DISTRICT:

& PROJECT

ADDRESS

CDPR ANGELES DISTRICT

1925 LAS VIRGENES RD

CALABASAS, CA 91302

PH: (818) 880-0363

CDPR SOUTHERN SERVICE CENTER

2797 TRUXTUN TOAD - BARRACKS 26

SAN DIEGO, CA 92106

PH: (619) 221-7060

CSFM PERMIT#: 25-S-0716-CP-DR

100% CONSTRUCTION DOCUMENT DATE: 08-22-2025

FIELD OSFM DEFERRED ITEMS

CFC CHAPTER 33 SITE FIRE SAFETY PLAN - OWNER AND

CONTRACTOR ARE TO ADHERE TO CFC CHAPTER 33 AND SITE

FIRE SAFETY PLAN PER 3303.1. THIS PLAN MUST BE VERIFIED BY

OSFM FIELD DEPUTY PRIOR TO START OF ANY CONSTRUCTION

OPERATIONS.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

1. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT APPLICABLE

CODES, ORDINANCES, REGULATIONS AND STATUTES.

2. THE PROJECT MANUAL ISSUED AS PART OF THESE CONSTRUCTION

DOCUMENTS IS AN INTEGRAL PART OF THE CONTRACT DOCUMENTS.

3. REFER TO PROJECT MANUAL, NOTICE TO CONTRACTORS FOR PREBID

JOB SHOWING REQUIREMENTS (IF APPLICABLE).

4. PROVIDE TEMPORARY CONSTRUCTION FENCING, GATE(S),

BARRICADES OR OTHER MEANS OF PROTECTING THE PUBLIC AND

PREVENTING UNAUTHORIZED ENTRY INTO CONSTRUCTION SITE.

5. MAINTAIN SAFE, CONTINUOUS PUBLIC ACCESS TO NON AFFECTED

PARK FACILITIES. TEMPORARY INTERRUPTIONS REQUIRE PRIOR

APPROVAL OF STATE’S REPRESENTATIVE AND WILL NOT BE

ALLOWED WITHOUT PROVISION FOR ALTERNATE MEANS OF ACCESS.

6. STATE WILL CONTINUE TO OCCUPY AND OPERATE PARK FACILITIES

DURING CONSTRUCTION. ANY TEMPORARY INTERRUPTION TO

UTILITIES/SERVICES REQUIRES PRIOR APPROVAL OF STATE’S

REPRESENTATIVE.

7. CONTRACTOR SHALL COMPLY WITH ALL CALIFORNIA AND FEDERAL

OSHA REQUIREMENTS FOR ALL GRADING ACTIVITIES. ALL SHORING

AND TEMPORARY BRACING IS THE RESPONSIBILITY OF THE

CONTRACTOR AND SHALL BE PLACED, AS REQUIRED, TO FACILITATE

THE WORK. CONTRACTOR SHALL RETAIN A PROFESSIONAL

ENGINEER QUALIFIED IN SHORING DESIGN. ALL SHORING AND

BRACING COSTS SHALL BE INCLUDED IN THE PROJECT BID.

8. INVESTIGATE, VERIFY AND COORDINATE WORK OF THE PROJECT

WITH EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE STATE’S

REPRESENTATIVE OF ANY CONDITION REQUIRING CLARIFICATION OR

MODIFICATION PRIOR TO PROCEEDING WITH THE AFFECTED WORK.

9. LOCATIONS OF EXISTING UNDERGROUND UTILITIES, WHERE SHOWN

ON DRAWINGS, ARE APPROXIMATE ONLY AND HAVE NOT BEEN

VERIFIED BY THE STATE OR ITS REPRESENTATIVES. DETERMINE

LOCATION OF ALL EXISTING UTILITIES AND NOTIFY & COORDINATE W/

APPLICABLE UTILITY COMPANY(IES) AND STATE’S REPRESENTATIVE

PRIOR TO COMMENCING WORK. PROTECT ALL UTILITIES TO REMAIN

AND REPAIR ANY AND ALL DAMAGES TO EXISTING UTILITIES CAUSED

BY THE CONTRACTOR’S FAILURE TO LOCATE AND PRESERVE SUCH

UTILITIES. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE

TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND

ELEVATIONS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF

RECORD OF ANY DISCREPANCIES EXISTING BETWEEN THE PLANS

AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS,

LOCATIONS, ETC., PRIOR TO CONTINUING WORK.

10. CONTACT UNDERGROUND SERVICE ALERT (“DIG ALERT”) AT

800.227.2600 A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF

STARTING ANY EXCAVATION OR DIGGING.

11. REMOVE DAILY AND DISPOSE OF ALL CONSTRUCTION-RELATED

DEBRIS, RUBBISH AND WASTE MATERIAL FROM AREAS ACCESSIBLE

OR VISIBLE TO THE PUBLIC.

12. ALL DAMAGE TO EXISTING FACILITIES BY CONTRACTOR, INCLUDING

UNDERGROUND UTILITIES AND STAINING FROM EQUIPMENT LEAKS

SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE.

13. ENFORCE FEDERAL AND STATE OF CALIFORNIA OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION REQUIREMENTS AND

REGULATIONS.

14. ALL APPARENT OMISSIONS AND CONFLICTS BETWEEN COMPONENTS

OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO

THE ATTENTION OF THE STATE’S REPRESENTATIVE IMMEDIATELY

BEFORE PROCEEDING WITH ANY RELATED WORK. NO CHANGES

SHALL BE MADE UNLESS APPROVED IN WRITING BY THE STATE’S

REPRESENTATIVE.

15. ALL MATERIALS AND FINISHES SHALL BE INSTALLED OR APPLIED IN

ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS.

16. OBTAIN SEPARATE PERMITS AS REQUIRED FOR CONSTRUCTION OF

TRENCHES OR EXCAVATIONS WHICH ARE FIVE (5) FEET OR DEEPER

AND INTO WHICH A PERSON IS REQUIRED TO DESCEND.

17. INFORMATION SHOWN AS PROJECT AREA AND SURROUNDING AREAS

IS NOT INTENDED TO REPRESENT ACCURATE INFORMATION FOR

SUCH AREAS WHEN IT IS SHOWN AS "BACKGROUND" OR "TO

ESTABLISH ORIENTATION."

18. IN GENERAL, ANYWHERE IN THE PLANS THAT REFER TO AN ITEM

SHALL BE CONSTRUED TO MEAN FURNISH & INSTALL THAT

PARTICULAR ITEM UNLESS NOTATED THAT SUCH ITEM IS NOT IN

CONTRACT (NIC). FAILURE TO INSERT SPECIFICATION REGARDING

ITEM DOES NOT RELIEVE THE CONTRACTOR OF THE FINANCIAL

RESPONSIBILITY TO PROVIDE SUCH ITEM AND DOES NOT

CONSTITUTE A CHANGE ORDER.

19. WHERE PLANS CALL FOR "ACCESSIBLE" ITEMS, THOSE ITEMS SHALL

COMPLY WITH ALL ACCESSIBILITY NOTES AND REQUIREMENTS ON

THE G-SHEETS OF THIS PLAN SET, AND SHALL MEET ALL

REQUIREMENTS WITHIN THE AMERICANS WITH DISABILITIES ACT

(ADA).

GENERAL NOTES

1. ALL EXPORT MATERIAL SHALL BE DISPOSED OF IN AN ACCEPTABLE

LOCATION IN ACCORDANCE WITH ALL APPLICABLE

OFF-HAUL/DISPOSAL REQUIREMENTS. CONTRACTOR SHALL

PERFORM ANY REQUIRED TESTS REQUIRED BY RECEIVING

FACILITIES.

2. DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN

ACCORDANCE WITH CITY GRADING ORDINANCE AND COUNTY APCD

REQUIREMENTS.

3. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE

PROPERTY ADJACENT TO THE JOB SITE AND THAT CONTRACTOR

SHALL AT THEIR EXPENSE, REPAIR OR REPLACE TO ORIGINAL

CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO

THE JOB SITE WHICH ARE DESIGNATED FOR REMOVAL AND WHICH

ARE DAMAGED OR REMOVED AS A RESULT OF CONTRACTOR'S

OPERATIONS.

4. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN

TWO HORIZONTAL TO ONE VERTICAL (2:1) UNLESS SPECIFICALLY

NOTED ON PLANS OR OTHERWISE APPROVED BY THE SOILS

ENGINEER.

5. MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM

OF 10' AWAY FROM THE BUILDING PAD/FOUNDATION IN ACCORDANCE

WITH THE BUILDING CODES FOR LANDSCAPED AREAS ADJACENT TO

BUILDINGS (SEE CBC SECTION 1804.3).

6. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT

LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A

LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION.

7. CONTRACTOR TO ENGAGE A SOILS ENGINEER/TESTING FIRM FOR

OBSERVATION AND TESTING OF GRADING ACTIVITIES. SOILS TESTS

SHALL BE DONE IN ACCORDANCE WITH THE PROJECT PLANS AND

SPECIFICATIONS. ALL TESTS SHALL CLEARLY INDICATE THE

LOCATION AND SOURCE OF THE MATERIAL.

8. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND

MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE

MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. GRADING AND

COMPACTION REQUIREMENTS SHOULD BE AS PER THE

RECOMMENDATIONS OF THE GEOTECHNICAL REPORT OR AS SHOWN

ON THE PROJECT PLANS, WHICHEVER IS MORE STRINGENT.

9. FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH

CHAPTER 18 OF THE CBC.

10. DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE

CONTRACTOR SHALL IMPLEMENT THE PARTICULATE (DUST)

CONTROL MEASURES/BMPS IN ACCORDANCE WITH THE CITY

GRADING ORDINANCE. THE CONTRACTOR SHALL DESIGNATE A

PERSON OR PERSONS TO MONITOR THE DUST CONTROL PROGRAM

AND TO ORDER INCREASED WATERING AS NECESSARY TO PREVENT

TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE

HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN

PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS

SHALL BE PROVIDED TO THE APCD PRIOR TO COMMENCEMENT OF

CONSTRUCTION. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN

SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM

LEAVING THE SITE. INCREASED WATERING FREQUENCY WOULD BE

REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED

(NON-POTABLE) WATER SHOULD BE USED WHENEVER POSSIBLE.

11. IN THE EVENT ARCHAEOLOGICAL RESOURCES ARE DISCOVERED IN

CONJUNCTION WITH A CONSTRUCTION PROJECT, ALL ACTIVITIES

SHALL CEASE AND CONTRACTOR SHALL NOTIFY STATE'S

REPRESENTATIVE/PROJECT MANAGER SO THAT THE PROCEDURES

REQUIRED BY STATE LAW MAY BE APPLIED.

12. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE

VERTICAL (4:1), OR GREATER, OR AREAS USED TO CONVEY

CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED

TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED

NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINAL

INSPECTION APPROVALS.

13. ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION

SHALL COMPLY AT ALL TIMES WITH ALL CURRENT APCD RULES AND

REGULATIONS, AS APPLICABLE, INCLUDING, BUT NOT LIMITED TO,

PM-10, NOx EMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, AND PHASING

TECHNIQUES.

14. A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS TO BE STORED

ON-SITE.

15. TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED.

THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY

SWEEPING TO REMOVE DIRT, DUST, MUD, AND ANY OTHER

CONSTRUCTION-RELATED DEBRIS AT THE END OF EACH WORKING

DAY.

GRADING NOTES

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

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DATE:

CERTIFICATION #

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0000696

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2025.02.18

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FACILITIES AND

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V2PROJECT MILESTONE: 100%-DATE 08/22/2025

PROJECT NO.

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Pe nn y L . C l ews - No . 5 19 0

08/22/2025

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box 25-022 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Srikanth Rao Signature

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

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08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

CL

0000696

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C-1.0

CONTRACTOR LAYDOWN AREA

PROJECT AREA

HAUL ROUTE

HAUL ROUTE

LA

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G E N E S R

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1" = 50' scale feet

10050 0 50

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CONTRACTOR'S NOTES

1. DESIGNATED CONTRACTOR'S CONSTRUCTION LAYDOWN

AREA FOR CONSTRUCTION EQUIPMENT AND MATERIAL

STAGING.

HAUL ROUTE

2. CONTRACTOR TO REMAIN WITHIN PROJECT AREA / WORK LIMITS

ONLY.

PARK ENTRANCE ROAD

3. THIS PROJECT WILL NOT ALLOW CRANE USE IN ANY PART OF

CONSTRUCTION STAGE; CONSTRUCTION EQUIPMENT USED SHALL BE

IN ACCORDANCE WITH THE MEASURES IN SECTION 000810

CONSTRAINTS AND MITIGATION AND 015639 TEMPORARY TREE AND

PLANT PROTECTION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIGNAGE/ROUTING

OF PUBLIC DURING CONSTRUCTION, SEE MINIMUM PUBLIC ACCESS

SIGNAGE AND TRAIL DETOUR .

5. CONTRACTOR SHALL REFER TO SPECIFICATION 000810

CONSTRAINTS AND MITIGATION FOR PERMITTING REQUIREMENTS,

SCHEDULING OF STATE MONITORING, AND OTHER ENVIRONMENTAL

CONSTRAINTS.

6. CONTRACTOR SHALL REFER TO SPECIFICATION 015639 -

TEMPORARY TREE AND PLANT PROTECTION FOR CONTRACTOR

RESPONSIBILITIES INCLUDING RETAINED ARBORIST,

PRECONSTRUCTION TREE SURVEY, MONITORING REQUIREMENTS,

HAND WORK WITHIN THE ROOT HEALTH ZONE, AND TREE

PROTECTION MEASURES.

7. CONTRACTOR SHALL REFER TO SPECIFICATION 015000 -

TEMPORARY FACILITIES AND CONTROLS FOR WORK LIMITS

DELINEATION REQUIREMENTS.

8. CONTRACTOR SHALL REFER TO SPECIFICATION 312000 - EARTH

MOVING FOR CONTRACTOR RETAINED GEOTECH REQUIREMENTS

AND TESTING.

9. CONTRACTOR SHALL REFER TO SPECIFICATION 015713 -

STORMWATER SOIL LOSS PREVENTION PLAN FOR CONTRACTOR

RETAINED QSD/QSP AND SWSLPPP REQUIREMENTS.

10. REFER TO C-3.0 EROSION CONTROL PLAN FOR PROJECT AREA

EROSION CONTROL MEASURES AND LEGEND.

11. CAMPGROUND, PARKING LOT, AND DISTRICT BUIDLINGS WILL BE

OPEN THROUGHOUT CONSTRUCTION. CONTRACTOR RESPONSIBLE

FOR SIGNAGE, SECURITY, AND COORDINATION WITH STATE'S

REPRESENTATIVE THROUGHOUT CONSTRUCTION.

12. CONTRACTOR TO STOCKPILE EXCESS SOIL MATERIAL AS

WINDROW AT REAGAN RANCH OUTSIDE OF TREE DRIPLINE AND

FUTURE ROAD EXPANSION WORK LIMITS. STOCKPILES SHALL BE SOIL

MATERIALS ONLY, COVERED, AND WITH PERIMETER CONTROL PER

CASQA WM-3 BMP. RETAIN STATE'S REPRESENTATIVE APPROVAL OF

LOCATION PRIOR TO PLACEMENT.

WAYCROSS ROAD

.0

SECURITY FENCE AND GATE

SECURITY FENCE AND GATE

LEGEND

PROJECT AREA

WAYCROSS ROAD

CONSTRUCTION ENTRANCE TC-1

SE-5

SE-5

SC-7

SC-7

SC-7

DISTRICT OFFICE

1" = 150' scale feet

300150 0 150

HAUL ROUTE

.9

CAMPFIRE CENTER TRAIL

TRAIL DETOUR

ANN SKAGER TRAIL

GATE

DIRECTIONAL SIGNAGE

FOR DETOUR TO ANN

SKAGER TRAIL

GATE

CLOSED DUE TO

CONSTRUCTION

HAUL ROUTE

HAUL ROUTE

SC-7

SC-7

PUBLIC ACCESS SIGNAGE

(ON TYPE II BARRICADE OR

EQUAL)

X

FENCE

FENCE

TRAIL DETOUR

TRAIL

CAMP GROUND

STOCKPILE LOCATION

SCALE: NTS

STOCKPILE LOCATION

PROJECT AREA

REAGAN RANCH

LAKE VISTA DR OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

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08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

CL

0000696

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DEMOLITION KEY NOTES

TREE TABLE

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ELEVATION VIEW

PLAN VIEW (TRUNK)

2" x 6" x 8' LUMBER/WOOD

GUARD @ 12" O.C.

3" WIDE NYLON STRAP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

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DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

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\S a n D ie g o P ro je c ts

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:3 p m U s e r:

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N E W

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R E E K B

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ID

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08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

CL

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

GRADING KEY NOTES

BRIDGE SECTION AT CENTER OF ROAD

SCALE: 1"=10' (H); 1"=5' (V)

A LEGEND

GUARD RAIL /

PEDESTRIAN RAILING

16'X70' WEATHERED

STEEL BRIDGE

PROP. GRADE

EX. GRADE

PROP. GRADE

EX. GRADE

1" = 10' feet

2010 10 0 scale

G R

A D

IN

G

P L A N

C-2.0

CREEK BED ELEVATION

534.50

TOP OF BRIDGE ELEVATION

552.47

100' YR STORM ELEVATION

546.13

2 4

B

PROP. GRADE

EX. GRADE

GUARD RAIL

PROP. GRADE

EX. GRADE

GUARD RAIL

SHORING WALL PER

STRUCTURAL

SECTION B

SCALE: 1"=10' (H); 1"=5' (V)

SECTION A

SCALE: 1"=10' (H); 1"=5' (V)

MATCH EX.

MATCH EX.

2 4 70.00

.0

SHORING WALL PER

STRUCTURAL

GUARD RAIL

SHORING WALL PER

STRUCTURAL

SHORING WALL PER

STRUCTURAL

II

TEMPORARY STREAM DIVERSION

BUILT-UP CONC APPROACH, TYP

BUILT-UP CONC APPROACH, TYP

BRIDGE IMPROVEMENTS

(SEE STRUCTURAL PLAN)

BRIDGE IMPROVEMENTS

(SEE STRUCTURAL PLAN)

OVER EXCAVATE 2'

BELOW BOTTOM OF PILE

CAP; RE-COMPACTED

SELECTED FILL TO 95%

RELATIVE DENSITY

OVER EXCAVATE 2'

BELOW BOTTOM OF PILE

CAP; RE-COMPACTED

SELECTED FILL TO 95%

RELATIVE DENSITY

AC PAVEMENT

PCC PAVEMENT

AC PAVEMENT

PCC PAVEMENT

PCC PAVEMENT

PCC PAVEMENT

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716

Kelsey.Henck Fri Dec 12 05:17:05 2025: V3 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

C OF PILE

N:1858228.20

E:6345285.49

L

C OF PILE

N:1858224.34

E:6345293.06

C OF PILE

N:1858219.28

E:6345280.95

C OF PILE

N:1858215.43

E:6345288.53

L

L

L

L

C OF PILE

N:1858192.54

E:6345355.60

C OF PILE

N:1858191.36

E:6345364.54

C OF PILE

N:1858183.62

E:6345351.07

C OF PILE

N:1858179.77

E:6345358.65

L

L

L

END OF WALL

N:1858168.65

E:6345377.20

END OF WALL

N:1858219.72

E:6345233.78 CORNER OF WALL

N:1858219.96

E:6345268.77

END OF WALL

N:1858231.66

E:6345279.01

END OF WALL

N:1858190.59

E:6345382.38

END OF PAVEMENT

N:1858219.82

E:6345198.12

END OF PAVEMENT

N:1858233.22

E:6345199.39

END OF PAVEMENT

N:1858164.99

E:6345379.41

END OF PAVEMENT

N:1858190.33

E:6345385.53

II

II

II II II II II

II

II

II

II

II

II

II

II

II

II

II

II

II

IIII

II

II

II

II

II

II

II

II

II

IIII

II

II

II

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

CL

MM

F ile

C

U s e rs

\U S C

L \W

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\S a n D ie g o P ro je c ts

\3

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-2 .1

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-2 .1 te

S e p te m b e r

:5 p m U s e r:

U

S C

L

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

CL

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

1" = 10' feet

2010 10 0 scale

C-2.1

S

IT

E L

A Y O

U T

H O

R

IZ

O N

T A L C

O N

T R

O L P

L A N

SEE STRUCTURAL PLAN

FOR BRIDGE DIMENSIONS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

II

II II II II II II

II II

II

II

II

II

II

II

II

II

II

II

IIII

II

II

II

II

II

II

II

II

II

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II

II

24" HDPE SD BYPASS PIPE

WITH 12" OF SOIL COVER

24" HDPE SD BYPASS PIPE

WITH 12" OF SOIL COVER

SE-4

EC-5/WE-1

EC-5/WE-1

EC-5/WE-1

EC-5/WE-1

ANCHOR TRENCH

ANCHOR TRENCH

ANCHOR TRENCH

ANCHOR TRENCH

SE-2

SE-2

SE-2

SE-2

SE-2

SE-2

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

CL

MM

F ile

C

U s e rs

\U S C

L \W

S P O

\S a n D ie g o P ro je c ts

\3

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-3 .0 te

N o ve m b e r

:1 a m U s e r:

U

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L

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

CL

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

1" = 10' feet

2010 10 0 scale

E R

O S

IO

N C

O N

T R

O L P

L A N

C-3.0

*REFERS TO CALIFORNIA STORMWATER BMP HANDBOOK -

CONSTRUCTION (OCTOBER 2024)

DESCRIPTION SYMBOL

LEGEND

BMP*

TEMPORARY STREAM DIVERSION

CURLEX BLANKET (HIGH VELOCITY)

SCALE: NTS

2 ROWS OF STAPLES

STAGGERED, 6" O.C EA. DIR.

1 ROW OF STAPLES

STAGGERED, 12" O.C

STAPLE 12" O.C. ALONG

BLANKET AT SLOPE CHANGE

KEYED EDGE OF

BLANKET

KEY TRENCH BACKFILL AND

TAMP SOIL

HYDROSEEDED

SLOPE

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716

Kelsey.Henck Fri Dec 12 05:17:41 2025: V3 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

GENERAL

1. THE FOLLOWING SPECIFICATIONS SHALL BE FOR A FULLY PRE-ENGINEERED AND

PRE-MANUFACTURED BRIDGE OF STEEL CONSTRUCTION AND SHALL BE

REGARDED AS MINIMUM STANDARDS FOR DESIGN AND CONSTRUCTION. THE

BRIDGE SUPPLIER SHALL BE PER SPECIFICATIONS.

2. DESIGN SPECIFICATIONS: "LRFD BRIDGE DESIGN SPECIFICATIONS 8th EDITION, 2017" AND AASHTO GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN

BRIDGES, 2009 AND APPLICABLE INTERIMS.

3. CONSTRUCTION SPECIFICATIONS: STATE OF CALIFORNIA, DEPARTMENT OF

TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION" 2014 EXCEPT AS NOTED BELOW AND IN THE SPECIAL

PROVISIONS FOR THIS CONTRACT.

4. SHORING DESIGN IS BASED ON THE 2022 CALIFORNIA BUILDING CODE AND THE

STATE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 1990,

(UPDATED 2011) PAGES 10-1 TO 10-42 CALTRANS SHORING DESIGN GUIDE IS

USED AS A RESOURCE REFERENCE.

5. DRILL EQUIPMENT, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF TEN

FEET FROM THE BACK OF LAGGING.

FOUNDATION

DESIGN CRITERIA

1. SUBGRADE PREPARATION, INCLUDING DRAINAGE, EXCAVATION, COMPACTION

AND FILLING REQUIREMENTS SHALL CONFORM WITH THE RECOMMENDATIONS

GIVEN IN THE SOILS REPORT AND SECTION 031200 EARTH MOVING

SPECIFICATION.

2. GEOTECHNICAL INVESTIGATION REPORT BY CONSTRUCTION TESTING &

ENGINEERING, INC. (CTE INC.), PROJECT NO. 10-132526, DATED SEPTEMBER 29,

2017. BRIDGE ABUTMENT SHALL BE SUPPORTED BY DRILLED CONCRETE

CAISSONS; DESIGN PRESSURES ARE AS FOLLOWS:

A. ALLOWABLE SOIL END BEARING PRESSURE: DEAD + LIVE LOAD = 15,000 PSF

B. ALLOWABLE SKIN FRICTION (INTO CONEJO VOLCANICS) = 500 PSF

C. ALLOWABLE PASSIVE PRESSURE:

COMPETENT COMPACTED FILL: 250 PCF, UP TO 2,500 PSF

CONEJO VOLCANICS: 400 PCF, UP TO 6,000 PSF

D. SHORING WALL DESIGN PRESSURES:

ACTIVE PRESSURE: 60 PCF FOR LEVEL BACKFILL

PASSIVE PRESSURE: 250 PCF, UP TO 2,500 PSF

SEISMIC LOADING: 28 PCF

3. REFER TO LETTER OF LIMITED SLOPE EVALUATION FOR PRESERVATION OF VALLEY

OAK TREES BY CTE INC, DATED MARCH 26, 2018.

4. DEEP BRIDGE FOUNDATIONS SHALL BE EMBEDDED 5 FEET MINIMUM INTO VERY

DENSE CONEJO VOLCANICS; GROUNDWATER AND CAVING OF BOREHOLES

SHOULD BE ANTICIPATED PER THE GEOTECHNICAL REPORT.

5. KEEP EXCAVATIONS FREE OF WATER BEFORE PLACING CONCRETE, UNLESS

OTHERWISE APPROVED BY THE SOILS ENGINEER. IF UNABLE TO SEAL OFF WATER

FLOW, PER THE APPROVAL OF THE SOILS ENGINEER, ALLOW WATER LEVEL TO

ATTAIN ITS NORMAL LEVEL AND PLACE CONCRETE BY THE TREMIE METHOD OR

OTHER APPROVED METHOD. MAINTAIN MINIMUM 5 FEET OF CONCRETE HEAD

ABOVE THE END OF THE TREMIE PIPE DURING THE ENTIRE CONCRETE PLACING

OPERATION.

6. CONTRACTOR MAY USE CASING TO MAINTAIN EXCAVATION SHAPE. WITHDRAW

CASING AS CONCRETE IS PLACED MAINTAINING A HEAD OF CONCRETE BETWEEN

5 AND 10 FEET ABOVE THE CASING BOTTOM.

7. GRADING AND EARTHWORK OPERATIONS SHALL BE CONTINUOUSLY OBSERVED

BY THE GEOTECHNICAL CONSULTANT. OBSERVATION AND TESTING IS REQUIRED

FOR CAISSON SHAFT EXCAVATION, SOIL OVEREXCAVATION, PROCESSING AND

PLACEMENT DURING GRADING.

8. WHERE GROUNDWATER IS ENCOUNTERED, CONCRETE/GROUT SHALL BE PLACED

ONLY IN DRY HOLES EXCEPT THAT WHERE GROUNDWATER IS PRESENT AND IT IS

DETERMINED THAT IT IS NOT FEASIBLE TO PUMP THE WATER FROM THE HOLES,

CONCRETE MAY BE PLACED UNDERWATER. THE CONCRETE SHALL BE PLACED BY

PUMPING THROUGH A RIGID TREMIE PIPE EXTENDING TO THE BOTTOM OF THE

HOLES.

1. DEAD LOAD: SELF-WEIGHT PLUS 3" MINIMUM FUTURE WEARING SURFACE.

2. LIVE LOAD: HL-93 LOADING and P15 (FIRE TRUCK) AND PEDESTRIAN LOADS.

3. ANTICIPATED AVERAGE DAILY TRUCK TRAFFIC (ADTT) IS < 100.

4. THE BRIDGE SHALL BE CAMBERED TO COMPENSATE FOR DEAD LOAD

DEFLECTIONS. LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/500.

5. RAILING HEIGHT ABOVE THE DECK SHALL BE PER AASHTO GUIDELINES. RAILING

SHALL ACCOMMODATE PEDESTRIAN, BICYCLE, AND VEHICLE LOADING AND

COMPLY WITH ADA REQUIREMENTS.

REINFORCED CONCRETE STRUCTURAL STEEL

1. PRE-ENGINEERED BRIDGE SHALL BE FURNISHED AND INSTALLED COMPLETE,

READY FOR USE INCLUDING ALL PRIMARY AND SECONDARY STRUCTURAL

FRAMING MEMBERS, CONNECTION BOLTS, GUARDRAILS, COVERINGS, CLOSURES,

AND OTHER MISCELLANEOUS ITEMS.

2. MINIMUM BRIDGE ANCHOR BOLT DIAMETER, STEEL GRADE, AND ANCHOR

LAYOUT ARE IN INDICATED IN THESE DOCUMENTS AND SHALL BE CONFIRMED BY

THE PRE-ENGINEERED BRIDGE MANUFACTURER. IF THE BRIDGE MANUFACTURER

REQUIRES MODIFICATIONS TO THE ASSUMED DESIGN, SUBMIT CHANGES TO THE

ENGINEER OF RECORD FOR APPROVAL. ACCURATELY SET ANCHOR BOLTS WITH

TEMPLATES CORRESPONDING TO THE PRE-ENGINEERED BRIDGE

MANUFACTURER'S ANCHOR BOLT LAYOUT PLAN.

3. PRE-ENGINEERED BRIDGE SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL

STRUCTURAL ENGINEER IN ACCORDANCE WITH APPLICABLE PORTIONS OF 2022

CALIFORNIA BUILDING CODE (CBC), GOVERNING CODES SHOWN ON SHEET S-001,

THE WIND, SEISMIC, DEAD AND LIVE LOADS AS SHOWN ON SHEETS S-001. THE

DESIGN CALCULATIONS AND THE PRE-ENGINEERED BRIDGE DESIGN DRAWINGS

AND SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED

PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA AND MUST BE

SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR

TO STARTING FABRICATION. PRE-ENGINEERED BRIDGE ENGINEER ALSO MUST

SUBMIT ALL THE BASIC LOADINGS TO ENGINEER OF RECORD FOR THEIR REVIEW.

1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED

CONCRETE" (ACI 318-19) AND SPECIFICATION 033000 CAST-IN-PLACE CONCRETE

FOR ADDITIONAL REQUIREMENTS.

2. ALL CONCRETE SURFACES, INCLUDING SLOPE PAVING SHALL BE SMOOTH. ALL

CONCRETE SURFACES, INCLUDING SLOPE PAVING, EXPOSED TO VIEW (EXCEPT

TOP SURFACE OF DECK SLAB) SHALL BE PAINTED (FINE SURFACE FINISH) WITH

SHERWIN WILLIAMS "PEWTER WORKS" TO AT LEAST 1'-0" BELOW FINISHED

GRADE. SEE NDOT SPECIFICATION SECTION 502.03.19.

3. CEMENT SHALL BE TYPE II.

4. TABULATED CONCRETE ULTIMATE COMPRESSIVE STRENGTHS ARE MINIMUM

COMPRESSIVE STRENGTH AT 28 DAYS. THE AGGREGATES SHOWN ARE THE

MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS THE MAXIMUM (INCHES).

CONCRETE COMPRESSIVE STRENGTH AND PROPORTIONS SHALL COMPLY WITH

ACI 318-19.

ITEM OF CONSTRUCTION (145 PCF AVG.) STRENGTH AGGREGATE SLUMP

A. ABUTMENT/PIER FOUNDATION 4,500 PSI 1" 6"

B. CONCRETE DECK 4,500 PSI 3/4" 4"

C. SHORING CAISSON 4,000 PSI 1" 4"

D. SHOTCRETE FACING 4,000 PSI 3/4" 4"

5. THE MAXIMUM ALLOWABLE WATER/CEMENT RATIO IS 0.45 AND SHALL

ACCOUNT FOR WATER FROM ALL SOURCES, INCLUDING ADMIXTURES AND THE

MOISTURE CONTENT OF THE FINE AGGREGATE. MIX DESIGNS SHOULD BE

PROPORTIONED ESPECIALLY FOR PUMPING SO AS NOT TO EXCEED THE

MAXIMUM SLUMP WHEN MEASURED. APPROVED MIX DESIGNS SHALL NOT BE

MODIFIED TO SUIT PUMPING BY THE ADDITION OF WATER.

6. STRUCTURAL CONCRETE SHALL HAVE AGGREGATES CONFORMING TO ASTM C 33

AND SHALL HAVE AN APPROVED WATER-REDUCING, NON-AIR-ENTRAINING,

ADMIXTURE ADDED, AS RECOMMENDED BY THE MANUFACTURER.

7. THE FOLLOWING REQUIREMENTS SHALL APPLY FOR CONCRETE MIX AND SHALL

BE DESCRIBED IN THE CONTRACT SPECIFICATIONS:

A. APPROVED INSPECTOR OF THE TESTING LABORATORY SHALL CHECK THE FIRST

BATCHING AT THE START OF WORK AND FURNISH MIX PROPORTIONS TO THE

LICENSED WEIGHMASTER.

B. LICENSED WEIGHMASTER TO POSITIVELY IDENTIFY MATERIALS AS TO

QUANTITY AND CERTIFY TO EACH LOAD BY A TICKET.

8. THE EVALUATION AND ACCEPTANCE OF CONCRETE SHALL CONFORM TO THE

REQUIREMENTS OF ACI 318-19.

9. CONCRETE REINFORCING STEEL SHALL BE AS TABULATED:

ITEM OF CONSTRUCTION (145 PCF AVG.) TYPE GRADE

A. ABUTMENT/PIER REINFORCING ASTM 706 60 KSI

B. CONCRETE DECK ASTM 706 60 KSI

C. SHOTCRETE FACING ASTM 615 60 KSI

10. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING

STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION.

11. REINFORCING STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL

ENGINEER PRIOR TO FABRICATION.

12. MINIMUM PROTECTIVE CONCRETE COVERAGE OF REINFORCING AND TIES:

A. ON EARTH SIDE WHEN PLACED AGAINST EARTH.............................. 3 IN

B. ON EARTH SIDE WHEN FORMED...................................................... 2 IN C. EXTERIOR WALL STEEL ABOVE GRADE ............................................ 1 IN

13. CONTINUOUS INSPECTION BY AN INSPECTOR APPROVED BY THE GOVERNING

AGENCY IS REQUIRED FOR ALL STRUCTURAL REINFORCED CONCRETE WORK OF

fc' = 3,000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE).

14. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE

SECURELY HELD IN POSITION AND SHALL BE INSPECTED PRIOR TO PLACING

CONCRETE.

15. CHAMFER: 3/4" ON ALL EXPOSED CORNERS AND EDGES.

16. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE.

17. ANCHOR RODS SHALL COMPLY WITH ASTM F1554, GRADE 105, U.N.O.

18. ANCHOR RODS EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED.

CONSTRUCTION NOTES

1. STRUCTURAL STEEL FOR THE SUPERSTRUCTURE SHALL CONFORM TO ASTM

A709, GRADE 50, ASTM A1085, OR ASTM A500 (ASTM A500 SHALL MEET

CHARPY TOUGHNESS REQUIRED FOR ZONE: 2) SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

2. SOLDIER BEAMS SHALL COMPLY WITH ASTM A992 (FY=50KSI) NOTED AS H.S.

3. STRUCTURAL STEEL SUPERSTRUCTURE AND GUARDRAIL FRAMING

PERMANENTLY EXPOSED TO WEATHER SHALL BE PAINTED FINISH, IN

ACCORDANCE WITH THE SPECIFICATIONS. STRUCTURAL COMPONENTS AND

CONNECTIONS EXPOSED TO WEATHER SHALL BE CORROSION PROTECTED BY

BEING HOT-DIPPED GALVANIZED.

4. SOLDIER BEAMS PART OF THE PERMANENT WALL SHALL BE COATED WITH

BITUMASTIC COAL TAR EPOXY TO A MINIMUM DRY THICKNESS OF 16 MILS.

EPOXY SHALL BE APPLIED TO A CLEAN BEAM (SAND BLASTED TO NEAR WHITE).

BEAMS SHALL BE COATED FOR THEIR FULL CUT HEIGHT, EXCLUDING

GUARDRAIL, AND A MINIMUM OF 4'-0" INTO THE STRUCTURAL CONCRETE

CAISSON, AND THE BOTTOM 4'-0". IF MIN 3" CLEARANCE IS NOT MAINTAINED

FROM EDGE OF CAISSON TO ANY PART OF BEAM, ENTIRE BEAM SHALL BE

EPOXY COATED. PERMANENT ANGLES, PLATES AND MISCELLANEOUS STEEL

SHALL COMPLY WITH ASTM A-36 AND SHALL BE EPOXY COATED.

5. NO PENETRATIONS SHALL BE PLACED IN STEEL MEMBERS UNLESS

SPECIFICALLY SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS.

6. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC AND AWS.

7. WELDING SHALL BE DONE IN ACCORDANCE WITH THE A.W.S. STANDARD AWS

D1.1. ALL WELDING SHALL BE BY THE ARC WELDING PROCESS USING E-70

ELECTRODES. THE USE OF E70T-4 IS PROHIBITED.

8. FILLER METAL USED IN ARC WELDING SHALL BE IN ACCORDANCE WITH TABLE

4.1.1 OF AWS D1.1. THE MIN. TENSILE STRENGTH FOR FILLER METAL SHALL BE

70 KSI.

H (KIPS) L (KIPS)

PROVIDED BY CONTECH ENGINEERED SOLUTIONS INC.

(-) INDICATES UPWARD LOAD

P (KIPS)

DEAD LOAD

UNIFORM LIVE LOAD

HL-93 VEHICLE LOAD

P15 VEHICLE LOAD

WIND

SEISMIC LOAD

THERMAL LOAD

BRAKING FORCE

BRIDGE ABUTMENT REACTIONS

106/(R=1) = 106

2x106/(R=1) = 212

"P" - VERTICAL LOAD AT EACH BASE PLATE (4 PER BRIDGE)

"H" - HORIZONTAL LOAD AT EACH ABUTMENT, TRANSVERSE TO BRIDGE SPAN

DIRECTION (2 PER BRIDGE)

"L" - LONGITUDINAL LOAD AT EACH FIXED END ABUTMENT, ALONG THE BRIDGE

SPAN DIRECTION (1 PER BRIDGE)

-12

1. DELIVERY OF THE BRIDGE SHALL BE MADE BY THE MANUFACTURER TO THE

LOCATION OF THE BRIDGE SITE.

2. CONTRACTOR SHALL SPLICE AND INSTALL THE BRIDGE SUPERSTRUCTURE AS PER

MANUFACTURER'S REQUIREMENTS.

3. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE STATE BEFORE

CONTINUING WITH THE CONSTRUCTION OF STRUCTURAL MEMBERS/UTILITIES

AND DETAILS VARY FROM THAT INDICATED ON DRAWINGS.

4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS, METHODS AND

SEQUENCING OF REMOVALS AND CONSTRUCTION OF STRUCTURE. CONTRACTOR

SHALL DESIGN AND PROVIDE SHORING SUPPORT AND/OR BRACING TO SUPPORT

NEW CONSTRUCTION (VERTICALLY AND LATERALLY) UNTIL STRUCTURAL

COMPONENTS HAVE BEEN CONNECTED AS SHOWN ON THE STRUCTURAL

DRAWINGS AND IN ACCORDANCE WITH THE SPECIFICATIONS.

5. ALL VEGETATION REMOVAL ACTIVITIES SHALL BE CONDUCTED OUTSIDE OF BIRD

BREEDING SEASON TO THE EXTENT PRACTICABLE. VEGETATION TO BE PROTECTED

WILL BE MARKED AND PROTECTED BY TEMPORARY FENCING OR OTHER

ACCEPTABLE METHOD.

6. THE CONTRACTOR SHALL CONTACT THE STATE'S REPRESENTATIVE A MINIMUM

AT 7 CALENDAR DAYS PRIOR TO THE START OF CONSTRUCTION.

7. VEGETATION REMOVAL AND ANY GROUND DISTURBING WORK TO SCHEDULE

CULTURAL AND/OR NATURAL RESOURCE MONITORING, SEE SECTION 000810 AND

SECTION 015639.

8. ALL WORK WITHIN TREE PROTECTION ZONE AND UNDERNEATH CANOPY TO

ADHERE TO SECTION 015639. CONTRACTOR TO RETAIN SERVICES FROM A

CERTIFIED ARBORIST TO COMPLY WITH REQUIREMENTS, AS OUTLINED IN THE

SECTION.

6. CONSTRUCTION OF THE CONCRETE DECK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. THE GALVANIZED DECK FORM AND DESIGN OF THE CAST-IN-PLACE

CONCRETE DECK SHALL BE THE RESPONSIBILITY OF THE BRIDGE MANUFACTURER.

CONTRACTOR SHALL INSTALL GALVANIZED DECK FORM PER BRIDGE

MANUFACTURER'S REQUIREMENTS.

7. THE BRIDGE MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND

DETAILING OF BEARING PLATES AND FOR THE STEEL STRENGTH OF THE ANCHOR

BOLTS. BOLT EMBEDMENT DEPTH AND CAPACITY IN CONCRETE WILL BE

DETERMINED BY THE STRUCTURAL ENGINEER OF RECORD.

8. THE BRIDGE MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS AND

COMPLETE PLANS OF THE SUPERSTRUCTURE FOR REVIEW BY THE STRUCTURAL

ENGINEER. CALCULATIONS AND PLANS SHALL BE SIGNED AND SEALED BY AN

ENGINEER LICENSED TO PRACTICE CIVIL ENGINEERING IN THE STATE OF

CALIFORNIA.

9. THE SUPERSTRUCTURE REACTIONS AT ABUTMENTS AND PIERS SHALL BE

SEPARATED INTO DEAD LOAD, LIVE LOAD, WIND LOAD, AND EARTHQUAKE LOAD.

THE SUBSTRUCTURE IS DESIGNED TO SUPPORT NO MORE THAN ONE PINNED END

OF THE BRIDGE SUPERSTRUCTURE. THE BRIDGE SUBSTRUCTURE IS DESIGNED FOR

THE FOLLOWING LOAD:

10. SEISMIC LOADS: (LAT: 34.096176°, LONG: -118.714459°)

A. PEAK GROUND ACCELERATION (PGA) = 0.811g

B. SITE CLASS = D

C. SHORT PERIOD SPECIAL ACCELERATION COEFFICIENT, Ss = 2.097g D. ONE-SECOND PERIOD SPECIAL ACCELERATION COEFFICIENT, S1 = 0.735g E. SEISMIC COEFFICIENT, Fa = 1.0 F. SEISMIC COEFFICIENT, Fv = 1.5 G. DESIGN SPECTRAL RESPONSE ACCELERATION, SDS = 1.398g H. DESIGN SPECTRAL RESPONSE ACCELERATION, SD1 = 0.735g

PRE-ENGINEERED BRIDGE NOTES

DESIGN CRITERIA (CONT)

1. LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) PRESSURE TREATED FOR

GROUND CONTACT AND SHALL BE GRADE MARKED #2 OR BETTER.

2. PERMANENT LAGGING (AND LAGGING ABANDONED IN PLACE WHERE COVERED

BY SHOTCRETE) SHALL BE TREATED IN ACCORDANCE WITH AWPA U1

(COMMODITY SPECIFICATION A, USE CATEGORY 4B) USING 'PRESERVE ACQ'

(ALKALINE COPPER QUATERNARY) PRESERVATIVE SOLUTION.

TIMBER

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\u s s b \W

S P O

\S a n D ie g o P ro je c ts

\0

\C

A D

D \D w g s \S

-0 .d w g L a y o u t:

S

-0

D a te

S e p te m b e r

:5 p m U s e r:

u s s b

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S-001

G E N

E R

A L N

O T E S

SEB

SEB

KS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

ISOMETRIC VIEW SECTION VIEW

2'- 0"

1'- 0"

C S

UPP

ORT

BE

AM

L DECK

ATTACHMENT

SUPPORT

BEAM

GALV. FORM

(BY CONTECH)

SHEAR STUDS AS REQ'D

DECK END CLOSURE

DECK

GALV. FORM DECK

(C O V E R

(C O V E R

12"

DISTRIBUTION

REINFORCEMENT

TYPICAL BEARING DETAIL1

SCALE: NTS

TYPICAL FORM DECK DETAIL2

SCALE: NTS

FORM DECK DETAILS 3

SCALE: NTS

CONCRETE DECK REINFORCEMENT4

SCALE: NTS

(M

IN LA

P)

FORM

DECK

GALVANIZED

FORM DECK

ATTACH DECK USING POWDER

ACTUATED FASTENERS OR ARC

SPOT PUDDLE WELDS. (24"

MAX SPACING) MAIN REINFORCEMENT

(PERPENDICULAR TO TRAFFIC)

PLATE WASHER

(BY BRIDGE MFR)

1" BEARING PLATE

(BY BRIDGE MFR)

ELASTOMERIC

BEARING PAD

(BY BRIDGE MFR)

1/2" SETTING PLATE

1" LEVELING GROUT

1 1/4" ANCHOR

BOLTS

DOUBLE NUT

WX STRINGER

(BY BRIDGE MFR)

M

IN

16" MIN (LONGITUDINAL)

6" MIN (TRANSVERSE)

TOP OF ABUTMENT

ELEVATION PER PLAN

@ FREE BEARING:

SLOTTED HOLE (BY

BRIDGE MFR)

@ FIXED BEARING:

STANDARD HOLE

*NOTE: DECK AND FORM THICKNESS TO BE DETERMINED BY BRIDGE MANUFACTURER.

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\u s s b \W

S P O

\S a n D ie g o P ro je c ts

\0

\C

A D

D \D w g s \S

-0 .d w g L a y o u t:

S

-0

D a te

S e p te m b e r

:5 p m U s e r:

u s s b

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S T R

U C

T U

R A L T

Y P

IC

A L D

E T A

IL

S

S-010

SEB

SEB

KS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

1/4" = 1'-0" feet

84 4 0 scale

FOUNDATION PLAN1

SCALE: 1/4"=1'-0"

BRIDGE OUTLINE ABV

±70'-2" (BETWEEN PILES)

2'-10"Ø PILE

BLW, TYP

S-200

S-200

S-300

CONC ABUTMENT

CONC ABUTMENT

PILE CAP

8'-6"

S-300

2'-0" 2'-0"8'-6" 2'-0" 2'-0"

T Y P

T.O. ABUTMENT = 548.86

T.O. ABUTMENT = 548.86

S-300

S-300

S-300

S-300

CONTRACTOR DESIGNED SHORING

TOWER, OFFSET TO ACCOMMODATE

LENGTH OF BOTTOM FLANGE

SPLICE. COORDINATE WITH BRIDGE

DRAWINGS, TYP.

S-102

S-102

1'-11" 1'-11"

FO WALL

FO WALL DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\u s s b \W

S P O

\S a n D ie g o P ro je c ts

\0

\C

A D

D \D w g s \S

-1 .d w g L a y o u t:

S

-1

D a te

S e p te m b e r

:5 p m U s e r:

u s s b

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S-100

B R

ID

G

E F

O U

N D A T

IO

N P

L A N

SEB

SEB

KS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

70'-0" PRE-ENGINEERED BRIDGE CLEAR SPAN

℄ FREE

BEARING

℄ FIXED

BEARING

℄ ALIGNMENT

7" 7"68'-10" ℄ TO ℄ BEARING

10'-7"10'-7"

1/4" = 1'-0" feet

8 4 4 0 scale

CONC DECK

FRAMING PLAN1

SCALE: 1/4"=1'-0"

BUILT UP

APPROACH

WALL OVER

PILE CAP

S-200

S-200

W36X STRINGER,

TYP. OF (4)

±22'-0" (BY BRIDGE MNFR) ±22'-0" (BY BRIDGE MNFR)

CONTRACTOR DESIGNED SHORING

TOWER, OFFSET TO ACCOMMODATE

LENGTH OF BOTTOM FLANGE

SPLICE. COORDINATE WITH BRIDGE

DRAWINGS, TYP.

STRINGER SPLICE

PER BRIDGE

MANUF, TYP.

EDGE OF PILE

CAP BLW

EDGE OF WALL

S-300

S-300

S-300

S-300

S-300

S-300

S-300

S-300

SLOPE DOWN

PER CIVIL

SLOPE DOWN

PER CIVIL

SHORING

CAISSONS BLW

PER S-100, TYP.

ASPHALT

PAVEMENT PER

CIVIL, TYP.

S P A C E S

℄ STRINGER,

TYP.

DIAPHRAGM

(BY BRIDGE

MFR), TYP.

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\u s s b \W

S P O

\S a n D ie g o P ro je c ts

\0

\C

A D

D \D w g s \S

-1 .d w g L a y o u t:

S

-1

D a te

S e p te m b e r

:5 p m U s e r:

u s s b

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S-101

B R

ID

G E F

R A M

IN

G

P L A N

SEB

SEB

KS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

S-1

S-10

S-100

S-3

S-30

S-301

TYP.

NOTE: CONSERVATIVE T.O.S. IS PROVIDED

FOR BIDDING PURPOSES. GC TO

COORDINATE REQUIRED T.O.S. BASED ON

CIVIL T.O.W. AND EXISTING GRADE AT EACH

POINT ALONG THE WALL. T.O.S. ABOVE THE

FINISHED SURFACE OF THE APPROACH WILL

NEED TO BE COPED PER DETAIL 8/S-301.

8 9 10

S-102

S-10

S-301

S-30

S-301

TYP.

B.O.W. = 549.00'

BOTTOM OF EXCAVATION

CONCRETE CAISSON

PER SCHEDULE

B.O.W. = 548.00'

CUT HEIGHT PER

SCHEDULE

E M

B E D M

E N T

P E R S C H E D U

LE

42'-0"±

6 SPACES @ 6'-0" O.C. = 36'-0"±

5 4 3 2

3X12 WOOD LAGGING

PER DETAILS, TYPICAL

U.N.O.

6 7

T.O.S. = 552.00' T.O.S. = 553.00'

T.O.S. = 551.00'

SOUTHWEST ELEVATION4

SCALE: 1/8"=1'-0"

(E) 1H:1V SLOPE,

FV PER CIVIL

FINISHED SURFACE

PER CIVIL

BOTTOM OF EXCAVATION

CONCRETE CAISSON

PER SCHEDULE

B.O.W. = 549.00'

CUT HEIGHT PER

SCHEDULE

E M

B E D M

E N T

P E R S C H E D U

LE

18'-0"±

3X12 WOOD LAGGING

PER DETAILS, TYPICAL

U.N.O.

T.O.S. = 552.00'

6'-0"± 6'-0"±

T.O.S. = 553.00'

SOUTHEAST ELEVATION5

SCALE: 1/8"=1'-0"

B.O.W. = 550.50'

(E) 2H:1V SLOPE,

FV PER CIVIL

FINISHED SURFACE

PER CIVIL

SHORING PLAN1

SCALE: 1/4"=1'-0"

T.O.S. = 552.50'

BOTTOM OF EXCAVATION

CONCRETE CAISSON

PER SCHEDULE

B.O.W. = 550.50'

CUT HEIGHT PER

SCHEDULE

E M

B E D M

E N T

P E R S C H E D U

LE

18'-0"±

11 12

6'-0"±6'-0"±

NORTHEAST ELEVATION3

SCALE: 1/8"=1'-0"

T.O.S. = 553.00'

B.O.W. = 549.00'

FINISHED SURFACE

PER CIVIL

NORTHWEST ELEVATION 2

SCALE: 1/8"=1'-0"

BOTTOM OF EXCAVATION

CONCRETE CAISSON

PER SCHEDULE

B.O.W. = 550.00'

CUT HEIGHT PER

SCHEDULE

E M

B E D M

E N T

P E R S C H E D U

LE

18'-0"±

3X12 WOOD LAGGING

PER DETAILS, TYPICAL

U.N.O.

T.O.S. = 552.50'

6'-0"± 6'-0"±

T.O.S. = 553.00'

B.O.W. = 551.00'

FINISHED SURFACE

PER CIVIL

1/4" = 1'-0" feet

84 4 0 scale

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\u s s b \W

S P O

\S a n D ie g o P ro je c ts

\0

\C

A D

D \D w g s \S

-1 .d w g L a y o u t:

S

-1

D a te

S e p te m b e r

:5 p m U s e r:

u s s b

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S-102

S H

O R

IN

G P

L A N

E

L E V A T

IO

N S

SEB

SEB

KS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

70'-0" PRE-ENGINEERED BRIDGE (BY BRIDGE MNFR)

CONC

ABUTMENT

PER

BRIDGE ELEVATION1

SCALE: 1/4"=1'-0"

-CONC DECK

RIDGE EL = 552.47

STRINGER

S-300 GUARD RAIL

34"Ø CIP CONCRETE PILE,

EMBED 5'-0" MINIMUM INTO

CONEJO VOLCANICS, TYP.

BUILT-UP APPROACH,

COORDINATE FINISH

ELEVATION PER CIVIL.

FILL W/CONCRETE, SLURRY,

OR COMPACTED FILL.

EPOXY COATED

SHORING BM @ 6'-0"

O/C W/ W6X15

GUARDRAIL BOLTED

TO SIDE OF

SHOTCRETE, TYP.

24"Ø CONCRETE

CAISSON PER

SCHEDULE, TYP.

W6X15 GUARDRAIL

BOLTED TO SIDE OF

BUILT-UP CONCRETE, TYP.

24" TEMPORARY HDPE SD

BYPASS PIPE WITH 1'-0" OF

SOIL COVER, PER CIVIL

±22'-0" (BY BRIDGE MNFR) ±22'-0" (BY BRIDGE MNFR)

CONTRACTOR DESIGNED SHORING

TOWER, OFFSET TO ACCOMMODATE

LENGTH OF BOTTOM FLANGE SPLICE.

COORDINATE WITH BRIDGE DRAWINGS

STRINGER SPLICE PER

BRIDGE MNFR, TYP.

CREEK BED

EL = 534.50

T.O. ABUTMENT/PILE

EL = 548.47, TYP.

10'-0" MIN TO TOP

OF EMBEDMENT, TYP.

E M

B E D

T Y P

P

IL

E

APPROXIMATE

GROUNDWATER

PER GEOTECH

APPROXIMATE

CONEJO VOLCANICS

PER GEOTECH

EL = 529.50

EL = 523.00

EL = 527.50

EL = 527.00

M

IN

M

IN

RAIL TO MATCH TYPE

AND CONNECTION

PER BRIDGE MFR, TYP. 3" MAX

GAP, TYP.

S-300

SHORING

T.O.S. PER

S-102

L6XL6X

S-301

S-301

MAX T.O.W.

EL = 552.47

68'-10" ℄ BEARING TO ℄ BEARING

℄ FREE

BEARING

℄ FIXED

BEARING

1.5

1.5

100 YR STORM

EL = 546.13

S-102

EL = 548.00

EL = 549.00

S-102

*NOTE: COORDINATE DEPTH

INTO CONEJO WITH TYPICAL

PILE EMBEDMENT

BRIDGE SECTION2

SCALE: 1/2"=1'-0"

CONC OVER METAL

DECK (BY BRIDGE MFR)

16'-0"

W36X STRINGER

(BY BRIDGE MFR),

TYP

SIDE DAM

(BY BRIDGE MFR)

DIAPHRAGM

(BY BRIDGE MFR)

-1.5%-1.5%

8'-0" 8'-0"

℄ ALIGNMENT

PROFILE

GRADE LINE

GUARD RAIL, TYP.

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\U S C

L \W

S P O

\S a n D ie g o P ro je c ts

\3

\0

\C

A D

D \D w g s \S

-2 .d w g L a y o u t:

S

-2

D a te

N o v e m b e r

:4 a m U s e r:

U

S C

L

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S-200

S T R

U C

T U

R A L E

L E V A T

IO

N A

N D

S E C

T

IO

N

SEB

SEB

KS

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716

Kelsey.Henck Fri Dec 12 05:17:35 2025: V3 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

TYPICAL BRIDGE ABUTMENT DETAIL4

SCALE: 1"=1'-0"

34"Ø

V A R

IE

S

W36X STRINGER

PER PLAN

CONC DECK

(BY BRIDGE

MFR)

BUILT-UP CONCRETE

APPROACH

ABUTMENT PILE

CAP PER

ABUTMENT

PILE

PILECAP

PER

34"Ø CONC PILE

VERT BARS

PER

TYPICAL ABUTMENT/PILE REINFORCING

SCALE: 1"=1'-0"

PILE REINFORCING PLAN

SCALE: NTS

TYPICAL ABUTMENT REINFORCING3

SCALE: 1"=1'-0"

PILECAP

#9 @ 8" O/C T&B

#4 @ 8" O/C

(2) #6 EA FACE

#5 @ 10" HORIZ

#5 @ 10" EA FACE

C

LR

T Y P

M

IN

O /C

C

IR

C U

LA

R T

IE

S

C

LR

T Y P

M

IN

E M

B E D I N T O C

O N E

JO

V O

LC

A N

IC

S P

E R S O

IL

R

E P O R T

M

IN

/2 O /C

C

IR

C U

LA

R T

IE

S

1 1/2" MIN

1'-0"

CONT KEY, T&B

(CONCRETE NOTE #19)

12" SOG W/ #6 @ 5"

O/C EA WAY, SLOPE PER

CIVIL

COMPACTED

SUBGRADE PER

GEOTECH REPORT

BUILT-UP

APPROACH

PER

℄ CAISSON

PER FOUNDATION

PLAN

FACE OF WALL

S-010

PER FOUNDATION

PLAN

℄ CAISSON

PER PLAN

0 @ SIM

GRADE

PER CIVIL

TYPICAL GUARDRAIL AT ABUTMENT5

SCALE: 1"=1'-0"

PILECAP

1'-0"

COMPACTED

SUBGRADE PER

GEOTECH REPORT

SOG

NOTE: FOR INFORMATION

NOT SHOWN OR NOTED,

SEE

W6X15 GUARD @ 8'-0"

O/C MAX, WHERE

OCCURS PER ELEVATION

M

IN 2

1/2"Ø SS THD ROD EA SIDE

OF WEB (4" HORIZONTAL

SPACING), EMBED 8" INTO

HILTI RE-500 V3 (6

ANCHORS TOTAL)

RAIL PER

STD HOOKS, TYP.

@ VERT REINF

(ROTATE TO FIT)

2'-8" #6 SUPPLEMENTAL ANCHOR

REINFORCING. LOCATE 1 BAR ON

EA SIDE OF ANCHOR, SPACED 1

3/4" FROM ANCHOR CENTERLINE

(4 TOTAL @ EA BEARING PLATE)

NOTE: FOR INFORMATION

NOT SHOWN OR NOTED,

SEE

#9 CONT

#6 HAIRPIN X 54"

SUPPLEMENTAL REINFORCING.

LOCATE @ OUTERMOST

ANCHORS ONLY W/ OPEN END

FACING THE INTERIOR

(2 TOTAL EA ABUTMENT)

COVER PL

(BY BRIDGE MFR)

T.O. ABUTMENT

SEE 1/S-200

C

LR

B.O. CAISSON

EL = 518.00

T.O. ABUTMENT

SEE 1/S-200

T.O. ABUTMENT

SEE 1/S-200

T.O. ABUTMENT

SEE 1/S-200

SOG

C

LR

7"

℄ BEARING

34"Ø CONC PILE

CIRCULAR TIES PER

EL (ALT 135° HOOK

LOCATIONS)

(12) #14 VERT

REINF

3" CLR,TYP

S-301

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

F ile

C

U s e rs

\u s s b \W

S P O

\S a n D ie g o P ro je c ts

\0

\C

A D

D \D w g s \S

-3 .d w g L a y o u t:

S

-3

D a te

N o v e m b e r

:5 p m U s e r:

u s s b

N E W

S T O

K E S C

R E E K B

R

ID

G E

08-22-2025

FACILITIES AND

DEVELOPMENT DIVISION

V2

PROJECT NO.

WSP USA Inc.

401 B STREET, SUITE 1650

San Diego, CA 92101

TEL: (619) 338-9376

0000696

M A L

IB

U C

R E E K S

T A T E P

A R

K

S-300

S T R

U C

T U

R A L D

E T A

IL

S

SEB

SEB

KS

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-0716

Kelsey.Henck Fri Dec 12 05:17:18 2025: V3 srao Text Box Srikanth Rao, CASp-927 srao Text Box 1/13/26 srao Text Box 25-022

VARIES SEE ELEV.

SOLDIER PILE PLAN DETAIL

SCALE: N.T.S.

3" BEARING

MIN

EPOXY COATED SOLDIER

PILE PER SCHEDULE

TIMBER LAGGING PER

ELEVATIONS, TYP

BACKFILL ALL VOIDS BEHIND

LAGGING PRIOR TO START OF NEXT

5-0" EXCAVATION STAGE, SEE

GENERAL NOTES FOR ACCEPTABLE

BACKFILL MATERIAL

DRILLED SHAFT,

DIAMETER PER SCHEDULE.

(BACKFILL WITH CONCRETE OR LEAN

CONCRETE, PER DETAILS)

SOIL RETAINED

#5 @ 10" O.C. CONTINUOUS

HORIZONTAL

#5 @ 12" O.C.

VERTICAL

E Q

M

IN

GEOCOMPOSITE DRAIN

BOARD PER

3/4"Ø x 6" SELF-FLUXING STUD @ 10" O.C.

INSTALLED AND TESTED PER

MANUFACT…