Simmerly Slough Bridge Replacement -...

Application No. 19298 Agenda Item No. 5E Simmerly Slough Bridge Replacement

Greg Harvey 1

Meeting of the Central Valley Flood Protection Board

January 25, 2019

Permit Staff Report

California Department of Transportation Simmerly Slough Bridge Replacement, Yuba County

1.0 – ITEM Consider approval of Permit No. 19298 (Attachment A). 2.0 - APPLICANT California Department of Transportation (Caltrans). 3.0 – PROJECT LOCATION The project is located where State Route 70 (SR 70) crosses Simmerly Slough, approximately 0.75 miles north of Marysville and 0.1 miles south of Laurellen Road. (Simmerly Slough, Yuba County, Attachment B) 4.0 – PROJECT DESCRIPTION Caltrans proposes to:

• Remove the existing State Route 70 (SR 20) Bridge (No. 16-0019) once the new bridge is constructed;

• Construct a new Bridge on SR 70 just downstream and west of the existing bridge. The bridge will be a pre-stressed concrete box girder bridge with a sidewalk approximately 86 feet wide and 1061 feet long; and

• Realign the roadway to match the new bridge alignment (Attachment C). 5.0 – AUTHORITY OF THE BOARD California Water Code § 8534, 8590 – 8610.5, and 8700 – 8710


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California Code of Regulations, Title 23, Division 1 (Title 23):

• § 6, Need for a Permit

• § 13.3, Consent Calendar

• § 112, Streams Regulated and Nonpermissible Work Periods

• § 121, Erosion Control

• § 128, Bridges 6.0 - PROJECT ANALYSIS Simmerly Slough is part of the Sacramento River Flood Control System and is listed as a regulated stream in California Code of Regulations, Title 23, Division 1(Title 23), Section 112, Table 8.1. There is a project levee on north side of Simmerly Slough at this location. The Simmerly Slough Bridge (No. 16-0019) was constructed in 1957 and is at the end of its service life. The new bridge will be constructed on lands owned by the Sacramento San Joaquin Drainage District (SSJDD). Possessory rights will be provided as either an easement or through a Transfer of Jurisdiction (TOJ) with reservations included that protect the existing and superior rights of SSJDD. The proposed work consists of:

1. Construct a parallel structure to the west of the existing bridge on SR 70. The proposed structure will be constructed offline to the west of the existing bridge to facilitate stage construction.

2. Changes will be made to the existing roadway geometric features by shifting the alignment west and raising the road profile.

3. The Marysville Ring Levee at the south end of the project has an existing floodgate that must be installed during high flow events on the Feather River by the Marysville Levee District. Raising the road profile will eliminate the need of the floodgate on the Marysville Ring Levee.

4. Remove the existing bridge after completion of the new bridge to include; removing piling, piers, abutments, footings, and pedestals.

The proposed project meets all applicable Title 23 standards.


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Construction Sequence: First Year

• Place fill and construct new Laurellen Road intersection • Remove floodgate on Marysville Ring Levee • Construct abutments and columns

Second Year

• Construct bridge soffit and deck • Shift traffic to new structure • Remove old deficient structure • Construct new access road for RD 10 off Laurellen Road

6.1 – Hydraulic Analysis

A hydrology and hydraulics analysis was performed to determine the potential impacts, if any, as a result of the proposed alterations to the State Route 70 Bridge at Simmerly Slough. The United States Army Corps of Engineer’s Common Features HEC-RAS model (Release 5) was used as the basis for the hydraulic analysis. Information from the California Department of Water Resources’ Central Valley Floodplain Evaluation and Delineation HEC-RAS model was used to close data gaps in the Common Features model along Simmerly Slough.

In addition, geometry representing the proposed State Route 70 Bridge was added. To support the hydraulic analysis, Caltrans’ consultant used the unsteady state hydrology developed by the USACE for the 0.5-, 0.1-, 0.04-, 0.02-, 0.01-, 0.005-, and 0.002-percent chance exceedance probability events without any modifications. This hydrology is based on the synthetic hydrology used in the Sacramento-San Joaquin Rivers Comprehensive Study. The design water surface (DWSE) in Simmerly Slough is approximately elevation 80.57 feet. There is no published design flow for Simmerly Slough, perhaps because flooding in this reach is governed primarily by backwater from the Feather River, rather that the relatively small contributions of the local tributary watershed. The results of the analysis showed that the Project results in almost no change to maximum water levels at any of the studied index points and that the Project’s potential to transfer risk to other parts of the system is negligible. (Attachment D) Further, the new replacement bridge will increase the clearance between the DWSE and the bridge soffit from 1.5 feet to 7.21 feet. Therefore, there are no anticipated adverse impacts to the flood system as a result of the proposed project.


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6.2 – Geotechnical Analysis A geotechnical analysis was conducted at this location by Caltrans staff. Based on the geotechnical analysis, the existing columns are perched on both banks with significant amounts of scour. The existing columns were also found to be buckling. The soil analysis recommended removing the old abutments and using engineered fill for the new bridge structure.

Based on the geotechnical analysis, there are no anticipated negative impacts to the levee as a result of the proposed project. The proposed project will improve the flood control system by addressing the erosion and scour locations around the existing bridge abutments.

7.0 – AGENCY COMMENTS AND ENDORSEMENTS The comments and endorsements associated with this project, from all pertinent agencies, are shown below:

• Reclamation District 10 endorsed the application on April 30, 2018 and has provided a list of conditions. (Attachment E)

• Marysville Levee District endorsed the application on April 3, 2018 and has provided a list of conditions. (Attachment E)

• The USACE 33 U.S.C. 408 approval letter has not yet been received for this application. Staff anticipates receipt of a letter indicating that the USACE Sacramento District Engineer approves the request to alter the Federal flood risk reduction project, subject to conditions. Upon receipt of the letter, staff will review to ensure its conformity with the permit language and will attach the 408 approval letter to the permit as Exhibit A.

8.0 – CEQA ANALYSIS Board staff has prepared the following California Environmental Quality Act (CEQA) determination: The Board, as a responsible agency under CEQA, has reviewed the Initial Study, Mitigated Negative Declaration (IS/MND) (SCH No. 2016122058, June 2017) for the Simmerly Slough Bridge Replacement Project, prepared by the lead agency, Caltrans. These documents, including project design, may be viewed or downloaded from the Central Valley Flood Protection Board website at http://cvfpb.ca.gov/event/January-

http://cvfpb.ca.gov/event/January-2019-regular-business-meeting/


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2019-regular-business-meeting/ under a link for this agenda item. The documents are also available for review in hard copy at the Board and Caltrans offices. Caltrans determined that the project would not have a significant effect on the environment, and on September 18, 2017, filed a Notice of Determination with the State Clearinghouse. Caltrans made revisions to the project and/or incorporated mandatory mitigation measures into the project plans to avoid impacts or to mitigate such impacts to a point where no significant adverse impacts will occur. These mitigation measures are included in the Caltrans’s IS/MND and address impacts to biological resources and geology and soils. The mitigation measures are further described in Caltrans’ approved IS/MND. In accordance with CEQA Guidelines Section 15096(e), Board staff independently reviewed Caltrans’ IS/MND, and finds these environmental documents prepared by the lead agency adequately address hydrology impacts, including potential flood risk, within the Board’s jurisdiction. The Board, as a responsible agency, is responsible for mitigating and avoiding only the direct and indirect environmental effects of those parts of the project which it decides to carry out, finance, or approve (CEQA Guidelines § 15096(g); Public Resources Code § 21002.1(d)). In accordance with CEQA Guidelines Section 15096(f) and (g), staff recommends the Board make responsible agency findings that approval of Permit No. 19298 would not have a significant adverse impact and no additional mitigation measures within the Board’s jurisdiction are required. The documents and other materials which constitute the record of the Board’s proceedings in this matter are in the custody of the Executive Officer, Central Valley Flood Protection Board, 3310 El Camino Ave., Suite 170, Sacramento, California 95821. 9.0 – CA WATER CODE SECTION 8610.5 AND OTHER CONSIDERATIONS

1. Evidence that the Board admits into its record from any party, State or local public agency, or nongovernmental organization with expertise in flood or flood plain management:

The Board will make its decision based on the evidence in the permit application and attachments, this staff report, and any other evidence presented by any individual or group.

2. The best available science that relate to the scientific issues presented by the

executive officer, legal counsel, the Department of Water Resources or other parties that raise credible scientific issues.

http://cvfpb.ca.gov/event/January-2019-regular-business-meeting/


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The accepted industry standards of hydrology and hydraulics for the work proposed under this permit as regulated by Title 23 have been applied to the review of this permit.

3. Effects of the decision on facilities of the State Plan of Flood Control (SPFC).

The proposed project is expected to result in no adverse effects on any SPFC

facilities because the proposed bridge does not change the existing hydraulic conditions of Simmerly Slough. The new bridge will increase the clearance between the DWSE and the bridge soffit from 1.5 feet to 7.21 feet. The proposed project is consistent with the Central Valley Flood Protection Plan as it improves flood risk management and public safety due to the increased clearance of the bridge over the DWSE.

4. Effects of reasonable projected future events, including, but not limited to,

changes in hydrology, climate, and development within the applicable watershed:

There are no expected adverse effects to the proposed project from reasonable projected future events. The new bridge has no anticipated adverse hydraulic impacts and it increases the flowage area under the bridge by increasing the clearance between the DWSE and the bottom members of the bridge from 1.5 feet to 7.21 feet.

10.0 – STAFF RECOMMENDATION Staff recommends that the Board: Adopt:

• The CEQA findings: The Board, acting as a responsible agency under CEQA, has independently reviewed and considered the environmental documents prepared for the project. Approving the Permit 19298 would not result in any significant adverse impacts related to flood risk and no additional mitigation measures within the Board’s jurisdiction are required.

Approve:

• Draft Encroachment Permit No. 19298 in substantially the form provided in Attachment A; and,


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Direct:

• The Executive Officer to take the necessary actions to execute the permit and file a Notice of Determination pursuant to CEQA with the State Clearinghouse.

11.0 – LIST OF ATTACHMENTS A. Draft Permit No. 19298 B. Location Maps and Photos C. Construction Drawings D. Hydraulic Profile Information E. RD 10 and Marysville Levee District Conditions Reviewers: Design Review: Greg Harvey, Plan Implementation and Compliance Branch, Acting Chief Environmental Review: James Herota, Senior Environmental Scientist Document Review: Gary W. Lemon, P.E., Permitting Section Chief Itzia Rivera, Environmental Services Section, Acting Chief Michael C. Wright, P.E., Acting Chief Engineer Legal Review: Jit Dua, Board Counsel

of 5 DWR 3784 (Rev. 9/85)

DRAFT STATE OF CALIFORNIA

THE RESOURCES AGENCY

THE CENTRAL VALLEY FLOOD PROTECTION BOARD

PERMIT NO. 19298 BD This Permit is issued to:

California Department of Transportation (Caltrans) 703 B Street Marysville, California 95901

Caltrans proposes to replace the Simmerly Slough Bridge on State Route 70 north of Marysville. The existing bridge will be demolished once the new bridge is in place. The project is located along Highway 70 in Yuba County, beginning 0.2 miles south of Highway 70's intersection with Laurellen Road, ending slightly north of Highway 70's intersection with Laurellen Road, at 39.16806˚N 121.59027˚W, Reclamation District 10, Simmerly Slough, Yuba County.

NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification of your proposed project as described above.

(SEAL)

Dated: _________________________ ______________________________________________ Executive Officer

GENERAL CONDITIONS: ONE: This permit is issued under the provisions of Sections 8700 – 8723 of the Water Code. TWO: Only work described in the subject application is authorized hereby. THREE: This permit does not grant a right to use or construct works on land owned by the Sacramento and San Joaquin Drainage District or on any other land. FOUR: The approved work shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirements of the Department and The Central Valley Flood Protection Board. FIVE: Unless the work herein contemplated shall have been commenced within one year after issuance of this permit, the Board reserves the right to

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Typewritten Text

No. 19298 - Attachment A - Draft Permit

of 5 DWR 3784 (Rev. 9/85)

change any conditions in this permit as may be consistent with current flood control standards and policies of The Central Valley Flood Protection Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with, it may be revoked on 15 days’ notice. SEVEN: It is understood and agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. EIGHT: This permit does not establish any precedent with respect to any other application received by The Central Valley Flood Protection Board. NINE: The permittee shall, when required by law, secure the written order or consent from all other public agencies having jurisdiction. TEN: The permittee is responsible for all personal liability and property damage which may arise out of failure on the permittee’s part to perform the obligations under this permit. If any claim of liability is made against the State of California, or any departments thereof, the United States of America, a local district or other maintaining agencies and the officers, agents or employees thereof, the permittee shall defend and shall hold each of them harmless from each claim. ELEVEN: The permittee shall exercise reasonable care to operate and maintain any work authorized herein to preclude injury to or damage to any works necessary to any plan of flood control adopted by the Board or the Legislature, or interfere with the successful execution, functioning or operation of any plan of flood control adopted by the Board or the Legislature. TWELVE: Should any of the work not conform to the conditions of this permit, the permittee, upon order of The Central Valley Flood Protection Board, shall in the manner prescribed by the Board be responsible for the cost and expense to remove, alter, relocate, or reconstruct all or any part of the work herein approved. SPECIAL CONDITIONS FOR PERMIT NO. 19298 BD THIRTEEN: RESERVED LIABILITY AND INDEMNIFICATION FOURTEEN: The permittee shall defend, indemnify, and hold harmless the Central Valley Flood Protection Board (Board), the Department of Water Resources, and their respective officers, agents, employees, and representatives (Indemnities), against any and all claims, liabilities, charges, losses, expenses, and costs including the State’s attorneys’ fees (Liabilities), that may arise from, or by reason of: (1) any action or inaction by the Indemnities in connection with the issuance or denial of any permit, lease, permit, or other entitlement; (2) as a result of approvals or authorizations given by the Board to the permittee pursuant to, or as a result of, permittee’s permit application; (3) provisions of the issued permit or lease, provisions of CEQA, an environmental document certified or adopted by the Board related to the permit application, or any other regulations, requirements, or programs by the State, except for any such Liabilities caused solely by the gross negligence or intentional acts or the State or its officers, agents, and employees. FIFTEEN: The permittee is responsible for all liability associated with construction, operation, and maintenance of the permitted facilities and shall defend, indemnify, and hold the Board, the Department of Water Resources, and their respective officers, agents, employees, successors and assigns, safe and harmless, of and from all claims and damages arising from the project undertaken pursuant to this permit, all to the extent allowed by law. The Board and the Department of Water Resources expressly reserve the right to supplement or take over their defense, in their sole discretion.

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of 5 DWR 3784 (Rev. 9/85)

SIXTEEN: The Board, and Reclamation District No.10 shall not be held liable for any damages to the permitted encroachment(s) resulting from releases of water from reservoirs, flood fight, operation, maintenance, inspection, or emergency repair. AGENCY CONDITIONS SEVENTEEN: All work approved by this permit shall be in accordance with the submitted drawings and specifications dated April 19, 2018 except as modified by special permit conditions herein. No further work, other than that approved by this permit, shall be done in the area without prior approval of the Board. EIGHTEEN: Permittee shall pay to the Board, an inspection fee(s) to cover inspection cost(s), including staff and/or consultant time and expenses, for any inspections before, during, post-construction, and regularly thereafter as deemed necessary by the Board. NINETEEN: In the event that levee or bank erosion injurious to the adopted plan of flood control occurs at or adjacent to the permitted encroachment(s), the permittee shall repair the eroded area and propose measures, to be approved by the Board, to prevent further erosion. TWENTY: The permittee shall be responsible for the repair of any damages to the project levee, channel, banks, floodway, or other flood control facilities due to construction, operation, or maintenance of the proposed project. TWENTY-ONE: The permittee shall comply with all conditions set forth in the letter from the Department of the Army (U.S. Army Corps of Engineers, Sacramento District) dated __________, which is attached to this permit as Exhibit __ and is incorporated by reference. TWENTY-TWO: The permittee agrees to notify any new property/encroachment owner(s) that they are required to submit a permit Name Change request form to the Board upon completion of the sale. The new owner(s) will be required to comply with all permit conditions. Name Change forms are available at http://cvfpb.ca.gov/ TWENTY-THREE: The Board reserves the right to add additional, or modify existing, conditions when there is a change in ownership and/or maintenance responsibility of the work authorized under this permit. TWENTY-FOUR: The permittee shall coordinate with the Board's Right of Way Staff to acquire the real property rights from the Sacramento San Joaquin Drainage District (SSJDD) for all land owned in fee by the SSJDD that is required to construct the new bridge. PRE-CONSTRUCTION TWENTY-FIVE: Upon receipt of a signed copy of the issued permit the permittee shall contact the Board by telephone at (916) 574-0609, and submit the enclosed postcard, to schedule a preconstruction conference with the inspector that is assigned to your project. Failure to do so at least 10 working days prior to start of work may result in a delay of the project.

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of 5 DWR 3784 (Rev. 9/85)

CONSTRUCTION TWENTY-SIX: No construction work of any kind shall be done during the flood season from November 1 to April 15 without prior approval of the Board. Failure to submit a Time Variance Request to the Board at least 10 working days prior to November 1 may result in a delay of the project. TWENTY-SEVEN: No material stockpiles, temporary buildings, or equipment shall remain in the floodway during the flood season from November 1 to April 15. TWENTY-EIGHT: The abandoned or dismantled bridge shall be completely removed and disposed of outside the limits of the levee section and floodway. TWENTY-NINE: Piers, bents, and abutments being dismantled shall be removed to at least 1 foot below the natural ground line and at least 3 feet below the bottom of the low-water channel. THIRTY: Backfill material for excavations within the levee section and within 10 feet of bridge supports within the floodway shall be placed in 4- to 6-inch layers and compacted to a minimum of 90 percent relative compaction as measured by the current ASTM D1557 standard and above optimum moisture content. THIRTY-ONE: Compaction tests by a certified soils laboratory will be required to verify compaction of backfill within the levee section or within 10 feet of the levee toe. THIRTY-TWO: The soffit of the bridge shall be a minimum of 3 feet above the flood plane elevation of 80.57 feet, NGVD88 Datum. THIRTY-THREE: Drainage from the bridge or highway shall not be discharged onto the levee section or streambank. POST-CONSTRUCTION THIRTY-FOUR: All debris generated by this project shall be properly disposed of outside the limits of the levee section and the Simmerly Slough floodway and project right-of-way. THIRTY-FIVE: The work area shall be restored to at least the condition that existed prior to commencement of work. THIRTY-SIX: Trees, brush, sediment, and other debris shall be kept cleared from the bridge site and disposed of outside the floodway to maintain the design flow capacity and flowage area. THIRTY-SEVEN: Upon completion of the project, the permittee shall submit as-constructed drawings to the Board.

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of 5 DWR 3784 (Rev. 9/85)

OPERATIONS AND MAINTENANCE THIRTY-EIGHT: After each period of high water, debris that accumulates at the site shall be completely removed from the floodway. THIRTY-NINE: The permitted encroachment(s) shall not interfere with the operation and maintenance of the flood control project. If the permitted encroachment(s) are determined by any agency responsible for operation or maintenance of the flood control project to interfere, the permittee shall be required, at permittee's cost and expense, to modify or remove the permitted encroachment(s) within 30-days of being notified in writing by the Board. In the event of an emergency a shorter timeframe may be required. If the permittee does not comply, the Board, or a designated agency or company authorized by the Board, may modify or remove the encroachment(s) at the permittee's expense. PROJECT ABANDONMENT / CHANGE IN PLAN OF FLOOD CONTROL FORTY: If the project, or any portion thereof, is to be abandoned in the future, the permittee or successor shall abandon the project under direction of the Board at the permittee's or successor's cost and expense. FORTY-ONE: The permittee may be required, at permittee's cost and expense, to remove, alter, relocate, or reconstruct all or any part of the permitted encroachment(s) if in the discretion of the Board the removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood control plan or project or if the project is not maintained or is damaged by any cause. The permittee shall remove the encroachment(s) within 30-days of being notified in writing by the Board. In the event of an emergency a shorter timeframe may be required. If the permittee does not comply the Board will remove the encroachment(s) at the permittee's expense. END OF CONDITIONS

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No. 19298 – Attachment B – Location Maps and Photos

Site Visit Photo Report - 1/29/2018Simmerly Slough

8: LOOKING NORTH-WEST AT THE NORTH END OFTHE SIMMERLY SLOUGH BRIDGE

IMG_4013.JPG7: LOOKING NORTH AT SIMMERLY SLOUGH BENEATHBRIDGE

IMG_4010.JPG

6: LOOKING NORTH-WEST AT SIMMERLY SLOUGHBRIDGE

IMG_4005.JPG5: LOOKING NORTH ON SOUTH SIDE OF SIMMERLYSLOUGH BRIDGE

IMG_4002.JPG

No. 19298 - Attachment C - Construction Drawings

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STRUCTURAL SECTIONS:

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SEE LAYOUT SHEET FOR EXACT LOCATIONS AND TYPES OF HMA DIKE, CONC CURB AND MBGR.

SEE UTILITY SHEETS FOR ACCURATE UTILITY INFORMATION.

FILL AND COMPACT WITH EXCAVATED MATERIAL TO TOP OF DIKE. (SLOPE TO DRAIN)

DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE

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TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.

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12' TO 31'

54' TO 78'

Var

120' TO 140'

Var

2

1

2:1 OR FLATTER2:1 OR

12' TO 31'

Var

4

FLATTER

5%

5%

20' TO 35' 8' TO 17'

TRIM LINE TRIM LINE

(SEE NOTE 3)

EDGE TREATMENT(SEE NOTE 3)

EDGE TREATMENT

8' 8'

2% OR SUPER

2% OR SUPER

TypTyp

2:1

OR

FLATTER

Typ

0.75'

0.75'

4:1

OR FLATTER

"L" LINE

STA "L"10+40.00 TO STA "L"19+14.16

SUPER

2% OR

2% OR SUPER2% OR SUPERSUPER

2% OR

5%5%

ES HPETWESHPCP CP12'12'4' 4'

3'3'0.0' TO 50.0'

Var

0.0' TO 50.0'

Var

3:1 OR FLATTER3:1 OR

FLATTER3

CL

OG OG

ETW

"L" LINE



X-3

2.

1.

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:36

02-J

UL-2018

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

R





R

USERNAME => s112608

DGN FILE => 0312000068ca003.dgn


IS IN INCHES


DE

SIG

NMIT

CH

AN

DR

US

15.5/16.570Yub03

03-31-19

C86232

R SCOTT FOSTER

06-26-18

ZA

KA

RI

A

EL

AZ

HA

RI

NOTES:

ME

LIS

SA

L.

HA

UR

Y

8' 2'HP HP

3

CP

OG

EPEP

VarR/W

SUPER

2% OR SUPER

2% OR

OG

SUPER

2% OR SUPER

2% OR

16' TO 168'

"CW" LINE STA "CW"10+40.00 TO STA "CW"19+21.07

Var

16' TO 168'

3:1 OR FLATTER

Var

2' TO 15'

3:1 OR

FLATTER

VarCP

Var

SUPER

2% OR

2'HP

3:1 OR FLATTER

0' TO 20'

OG

0' TO 17'

SUPER

2% OR

3

EP

STA "CW"10+52.84

STA "CW"10+40.00 TO

ETW

2'HP

SUPER

2% OR

EP

STA "CW"11+48.63

STA "CW"10+40.00 TO

Var

0' TO 22'

ETW

SUPER

2% OR

3

SHEET X-1

SEE "A"LINE

OG

TYPICAL X-1

SEE "A"LINE

8'2'

SUPER

2% OR

EPVar

0' TO 8'THIS SHEET

SEE "PW"LINE

STA "CW"12+71.61

STA "CW"11+48.63 TO

3

CL

"CW" LINE

"PW" LINE STA "PW"20+00.00 TO STA "PW"30+12.93

2' 8'8' 2'HP HP

VarVar

3

CPCP

OG

EPEP

VarR/W

3:1 OR FLATTER2:1 OR FLATTER

SUPER

2% OR SUPER

2% OR

OG

CL

"PW" LINE

Var

CPVar

SUPER

2% OR SUPER

2% OR

2'HP

SUPER

2% OR

EP

STA "PW"22+32.33

STA "PW"21+23.50 TO

TYPICAL X-1

SEE "A"LINE

SUPER

2% OR

2'HPEP

3:1 OR FLATTER

THIS SHEET

SEE "CW"LINE

0' TO 5'

STA "PW"24+43.29

STA "PW"21+23.50 TO

0' TO 95'

51' TO 239'

2' TO 62'

OG

OG

0' TO 11'

SUPER

2% OR

3

EP

THIS SHEET

SEE "CW"LINE

STA "PW"21+23.49

STA "PW"20+00.00 TO

"PE" LINE STA "PE"10+40.00 TO STA "PE"13+19.69

2' 2'HP HP

Var

3

CP EPEP

VarR/W

3:1 OR FLATTER

3:1 OR FLATTER

SUPER

2% OR SUPER

2% OR

OG

CL

"PE" LINE

VarCP

Var

SUPER

2% OR SUPER

2% OR

2'HP

SUPER

2% OR

EP

STA "PE"11+14.50

STA "PE"10+40.00 TO

SUPER

2% OR

2'HP

3:1 OR FLATTER

SHEET X-1

SEE "A"LINE

0' TO 5'

58' TO 120'

0' TO 15'

OG

0' TO 24'

SUPER

2% OR

3

EP

STA "PE"11+14.50

STA "PE"10+40.00 TO

10' 10'

Var

0' TO 17'

ETW

SUPER

2% OR

Var

4' TO 78'

FLATTER

4:1 OR

3

ETW

CPVar

SHEET X-1

SEE "A"LINE

9' TO 15'

OG

OG


TYPES OF HMA DIKE, CONC CURB AND MBGR.

SEE LAYOUT SHEET FOR EXACT LOCATIONS AND



X-4

2.

1.

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

12:05

02-J

UL-2018

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

R





R

USERNAME => s112608

DGN FILE => 0312000068ca004.dgn


IS IN INCHES


DE

SIG

NMIT

CH

AN

DR

US

15.5/16.570Yub03

03-31-19

C86232

R SCOTT FOSTER

07-02-18


SEE LAYOUT SHEET FOR EXACT LOCATIONS AND TYPES OF HMA DIKE, CONC CURB AND MBGR.

NOTES:

ME

LIS

SA

L.

HA

UR

Y

ZA

KA

RI

A

EL

AZ

HA

RI

STA "AR" 4+00.01 TO STA 6+94.00"AR"

STA "AR" 6+00.01 TO STA 9+56.00"AR"

HPCP

2:1

OR FLATTER

VarFL EP

3'

2:1 OR FLATTER

HP CPVar

FLEP3'

2:1 OR FLATTER

OG

Var

0.0' TO 5.0'

2:1 OR FLATTER

5%

5%

11' TO 27'

7' TO 20'

HP

2.5' TO 42.5'

Var

CP EP EPCL

"LR" LINE

SUPER

2% OR

SUPER

2% OR

STA "LR"20+00.00 TO STA "LR"21+50.00

"LR" LINE "LR" LINE

OG

OG

Var8'

3

STA "LR"26+24.21 TO STA "LR"27+36.45

6' TO 22.77'

5%

2'

"LR" LINE STA "LR"21+50.00 TO STA "LR"26+24.21

"LR" LINE

HP HP

Var

3

CPCP

2:1

OR FLATTER

EP EPCL

OG

"LR" LINE

SUPER

2% ORSUPER

2% OR

2'

5%5%5%

8'8'2'

28' TO 45' 10.0' TO 28.5'

Var

OG

"HR" LINE STA "HR"11+84.56 TO STA "HR"27+36.45

10.2' TO 89.3'

CP

3:1 OR FLATTER

OG

10.4' TO 52.6'

2:1

OR FLATTER

OG

2' 8'8' 2'

HP HP

VarVar

3

EP EPCLCP

"HR" LINE

SUPER

2% OR SUPER

2% OR SUPER

2% OR

SUPER

2% OR

"AR" LINE STA "AR" 2+77.81 TO STA 10+00.00"AR"

HP HP CPCP

2:1

OR FLATTER

2:1 OR FLATTER

10'10' 3'3' VarVar

EP EP

3

OG

CL

"AR" LINE

OG

2% OR SUPER5% 5%2% OR SUPER

0' TO 28' 0' TO 27'

Var

0.0' TO 5.0'

OG


R/W

R/W

06-20-18

03 Yub 70

MIT

CH

AN

DR

US

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

15:07

29-J

UN-2018

FU

NC

TI

ON

AL

SU

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RVIS

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R





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USERNAME => s112608

DGN FILE => 0312000068ea001.dgn


IS IN INCHES


03-D

ESIG

N

XX

XX

X.

XX

XX

YY

YY

Y.

YY

YY

03-31-19

C86232

R SCOTT FOSTER

"PW" LINE

"CW" LINE

NEW HELVETIA RANCHO

T15N R3E MDB&M

YUBA CITY

R/W

R/W

7

8

9

"A" 95+00.00 PI

6

ROUTE 70

No. R L

CURVE DATA

TLINE

1

2CW

PW

A

1

2

1

1

1

2

80.00'

80.00'

22.36' 43.60' 31^13'42.7"

36°39'41.7" 26.51' 51.19'

500.00' 19.42'

5000.00' 0^41'34.3" 30.23'

26000.00' 151.30'

38.83'

12'

8'

OVERLAY

HMA (TYPE A)

PM 15.5

STA "A" 102+00.00

BEGIN CONSTRUCTION

CW-DW1 INTERSECTION DETAIL

SEE SHEET C-3 FOR

15.5/16.5

69.77'

S6°19'46"E

157.90'

234.380'

N72°18'32"W

46.12'

"CW" 19+14.72 EC

8'

8'8'

60.46'

302.59'

S11°45'45"E

347.37'

LEGEND:

SYSTEM AND TRANSITION RAILING (TYPE WB-31)

- TYPE 12B LAYOUT WITH ALTERNATIVE FLARED-END TERMINAL


- TYPE 12BB LAYOUT WITH ALTERNATIVE FLARED-END TERMINAL

LAYOUTSCALE: 1"=50'

L-1

SEE TRANSVERSE CONFORM SHEET C-6


- TYPE 12A LAYOUT WITH ALTERNATIVE IN-LINE TERMINAL

"A" LINE

NOTES:

AND LOCATIONS, SEE SHEETS C-7, 8 AND 9.

4. FOR COLD PLANE AC PAVEMENT, OBLITERATE SURFACING AND REMOVE BASE AND SURFACING QUANTITIES

3. LOCATION TO BE DETERMINED BY ENGINEER.

2. COORDINATE VALUES SHOWN ARE CCS83 ZONE 2. MULTIPLY BY 0.99995 TO OBTAIN GROUND DISTANCES.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

12'

8'

8'

MA

TC

H

LI

NE

SH

EE

T

L-2

MA

TC

H

LI

NE

SH

EE

T

L-2

12'

12'

8'

8'

"PE" 16+44.57 PI

"PE" LINE

6

N22^11'7"W

6 7 8 9 100 1

3 42

"A" 97+34.38 BC

"A" 100+36.97 EC

309

87

6

1

2

0^40'00.5"

4^26'57.7"

338.65'

S25^11'19"E

8'

"PW" 30+12.93 PI

"PW" 27+78.71 EC

"PW" 27+18.25 BC

"PW" 25+60.35 EC

"PW" 25+21.52 BC

359.90'

25

"CW" 19+79.74 PI

"DW1" 10+00.00 PI

"CW" 18+76.43 POC=

68.68'

S24^53'56.37"W

"DW1" 10+46.12 BC

"DW1" 10+72.58 PI

"DW1" 10+55.26 EC

N63^35'03.7"W

17.32'

"CW" 18+66.37 BC

"CW" 17+97.69 EC

"CW" 17+46.50 BC

N19^24'41"W

N18^43'07"W

234.21'

N22^50'26"W

DIKE (TYPE A)

+00 BEGIN HMA

CONFORM TO EXISTING

END SHOULDER BACKING

+21.11 END HMA (TYPE A) OVERLAY

8'8'

BEGIN STRUCTURAL SECTION

Lt & Rt +18 "DW1" END SHOULDER BACKING

BEGIN SHOULDER BACKING

BEGIN HMA (TYPE A) OVERLAY

Lt & Rt +50 END STRUCTURAL SECTION

CONFORM TO EXISTING

BEGIN HMA DIKE (TYPE A)

+00 BEGIN HMA OVERLAY

STRUCTURAL SECTION

16.83' Rt "CW" 18+69.45

CONFORM TO EXISTING


+12.93 END HMA OVERLAY

1

EXISTING

CONFORM TO

STRUCTURAL SECTION

+46.13 END

CONFORM TO EXISTING

BEGIN FENCE (TYPE WM, METAL POST)

21.11 Rt "CW" 19+21.11

(TYPE WM, METAL POST)

FENCE

CONFORM TO EXISTING


BEGIN HMA OVERLAY

Lt & Rt +00 END STRUCTURAL SECTION

1 60.00' 4.58' 9.14'DW1 6^43'28.6"

TCE

ASP

H

ASPH

ASPH

ASPH

AS

PH

ASPH

ASPH

ASPH

ASP

H

ASPH

ASP

H

ASP

H

ASPH

ASPH

ASPH

ASPH

ASPH

BUT-70/B ST

UNIO

N P

ACIFIC

UNIO

N P

ACIFIC

UNION PACIFIC

BUT-70/B ST

SOUTHERN PACIF

IC

24" RCP

10' x 5' R

CB

18" R

CP

24" RCPR

CP

18"

18" RCP

Dbl

10" S

P

24" R

CP

CE

METE

RY

CAT

HOLI

C

CU

LV

1218

06

55.4

2

RC

P,2.0

0'

dia.

CU

VT110

590

56.7

5

, R

CP,

2.0

0'

dia.

24" R

CP

8"

SP


LAYOUTSCALE: 1"=50'

L-2

06-20-18

03 Yub 70

MIT

CH

AN

DR

US

03-31-19

C86232

R SCOTT FOSTER

"CW" LINE

ROUTE 70

NEW HELVETIA RANCHO

T15N R3E MDB&M

YUBA CITY

R/W

R/W

R/W

MA

TC

H

LI

NE

SH

EE

T

L-3

1

23415

4

32

1

"PE" 10+00.00 PI

"CW" 10+00.00 PI=

"A" 109+75.00 POC=

3

4

2

1

2

30'

10'

30'

10'

R/W

12'

15.5/16.5

"A" LINE

8'

8'

S73̂

14'00"

W

45.00'

"CE" 10+85.00 PI

SECTION

STRUCTURAL

"PE" LIN

E

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

15:10

29-J

UN-2018

FU

NC

TI

ON

AL

SU

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RVIS

OR

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R

USERNAME => s112608

DGN FILE => 0312000068ea002.dgn


IS IN INCHES


DE

SIG

N

REMOVE 65' MBGR

4.14 CY REMOVE CONCRETE (FLOOD GATE)

REMOVE 76' MBGR

63' MBGR

REMOVE

19.33 CY REMOVE CONCRETE (FLOOD GATE)

REMOVE 64' MBGR

ME

LIS

SA

L.

HA

UR

Y

ZA

KA

RI

A

EL

AZ

HA

RI

NOTES:

AND SURFACING QUANTITIES AND LOCATIONS, SEE SHEETS C-7, 8 AND 9.

4. FOR COLD PLANE AC PAVEMENT, OBLITERATE SURFACING AND REMOVE BASE


TO OBTAIN GROUND DISTANCES.

2. COORDINATE VALUES SHOWN ARE CCS83 ZONE 2. MULTIPLY BY 0.99995

AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING

8'

12'

12'

8'

"CW" 12+27.21 BC

"PW" 12+20.47 BC

"CW" 11+18.79 PRC

1

2

"PW" 21+61.63 EC

"A" 107+62.58 BC

"CW" 10+45.00 BC

MA

TC

H

LI

NE

SH

EE

T

L-1

MA

TC

H

LI

NE

SH

EE

T

L-1

5 12'

A-CW-PE INTERSECTION DETAIL

SEE SHEET C-1 FOR

30'

30'10'

10'

105

6

7

8

9110

1 2 34

115

6

12'

10'

725.61'N22̂

51'08"W

CURVE DATA

T

19.36' 38.68' 5^32'28.1"

37^23'31.3" 67.68' 130.52'

50.38'

65.08'

522.80'

99.92'

81.57'

1022.71'29^17'54.5"

No. RLINE

3

4CW

PE

A

5

1

2

318.59'

40.00'

L

3

S73̂

14'00"

W

45.00'

"PE" 10+45.00 BC

"PE" 11+14.50 EC"PE" 12+06.00 BC

91.50'

S7̂ 13'07"E

359.90'

N22^50'26"W

347.37'

S11^45'45"E

"PW" 20+00.00 PI

"CW" 11+48.63 POC=

12'

12'

8'

8'

+00

85.00'

N76^20'09"E

"CE" 10+00.00 PI

"PE" 13+70.73 POT=

INTERSECTION DETAIL

SEE SHEET C-3 FOR PE-CE

2 40.00' 47.29' 69.50'99^32'53.1"

41.93' 83.85'2^19'39.2"3 2064.00'CW

2000.00'

400.00'

200.00'

116^50'48.6"

17^58'11.7"

8'

4

3

"PW" LINE

"PE" 13+05.92 ECOVERLAY

BEGIN HMA (TYPE A)

+00 BEGIN STRUCTURAL SECTION

338.65'

S25̂11'

19"E

TCE

TCE

AS

PH

18" CMP

12" RCP

24" R

CP

CE

METER

Y

MAR

YS

VILLE

NEW HELVETIA RANCHO

T15N R3E MDB&M

YUBA CITY

LAYOUTSCALE: 1"=50'

L-3

04-26-18

03 Yub 70

MIT

CH

AN

DR

US

03-31-19

C86232

R SCOTT FOSTER

"A" LINEROUTE 70

R/W

R/W

R/W

R/W

MA

TC

H

LI

NE

SH

EE

T

L-2

MA

TC

H

LI

NE

SH

EE

T

L-4

"A" 117+85.29 EC

No. RLINE

2

T

CURVE DATA

A

L

2

2000.00' 522.80' 1022.71' 29^17'54.5"

30'

30'

15.5/16.5

10'

10'

SEE BRIDGE PLANS

APPROACH SLAB

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

15:28

29-J

UN-2018

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

R





R

USERNAME => s112608

DGN FILE => 0312000068ea003.dgn


IS IN INCHES


DE

SIG

N

ME

LIS

SA

L.

HA

UR

Y

ZA

KA

RI

A

EL

AZ

HA

RI

NOTES:

8'

8'






10'

10'

7 8 9 1 2 3 4 6 7 8 9120 125

+69.50 BEGIN BRIDGE

+39.50

+79.50

N 6̂ 26'47" E 2603.70' 16-0055

Br No.

TCE


05-22-18

LAYOUTSCALE: 1"=50'

L-4

MATCH LINE SHEET 5

MA

TC

H

LIN

E

SHEET 5

NEW HELVETIA RANCHO

T15N R3E MDB&M

YUBA CITY

03 Yub 70

MIT

CH

AN

DR

US

03-31-19

C86232

R SCOTT FOSTER

R/W

R/W

R/W

R/W

ROUTE 70

"A" LINE

"L

R" LIN

E

"HR" LINE

"AR" LINE

MA

TC

H

LI

NE

SH

EE

T

L-3

MA

TC

H

LI

NE

SH

EE

T

L-5

Br No. 16-0055

10

1

20

2

3

4

1

2

315

64

7

8

9

3

45 6

7

8

"AR" 3+01.61 BC

"AR" 4+54.22 EC "AR" 6+57.02 BC

1

2

20

5

6

7

"DW2" 10+00 PI

"AR" 7+42.94.POC=

"HR" 10+00.00 PI

"HR" 10+72.34 BC"LR" 20+00 PI

"HR" 11+84.56 POC=

"HR" 13+61.70 EC

"HR" 17+69.44 BC

"HR" 20+00.00 PI

"LR" 25+03.53 BC

"LR" 21+70.44 BC

"DW2" 12+30.00 PI

"DW2" 11+91.59 EC

"DW2" 11+52.93 BC

"DW2" 10+66.05 EC

"DW2" 10+35.67 BC

CURVE DATA

TNo. RLINE

2AR

DW2

HR

1

L

1

2

LR

1

2

1

2

1

1

1

1

2

2

2

2

200.00'

200.00'

100.00'

30.00'

490.00'

370.00'

300.00'

300.00'

69.64'

136.86'

15.30'

22.54'

54.83'

149.04'

69.20'

56.11'

134.03'

240.05'

30.37'

38.67'

289.36'

136.83'

108.45'

110.94'

38°23'52.6"

68°46'10.0"

17°24'06.7"

73°50'55.3"

33°50'06.4"

21°11'16.4"

20°42'47.8"

21°11'16.4"

30'

6'

10'

7'

5'

30'

6'

30'

30'

8'

15.5/16.5

LR-HR INTERSECTION DETAIL

SEE SHEET C-4 FOR

AR-DW2 INTERSECTION DETAIL

SEE SHEET C-5 FORLR-AR INTERSECTION DETAIL

SEE SHEET C-4 FOR

LR-HR INTERSECTION DETAIL

SEE SHEET C-4 FOR

N32°33'33"E

72.34'

N66°23'40"E

407.74'

N87°34'5

6"E

93.7

3'

N67°42'39"E

217.74'

N45°40'52"E

139.33'

N87°34'56"E

132.07'

18.83'

N5°53'53"E202.79'

S71°16'53"W

35.67'

S88°41'0"W

86.88'

38.41'

CONFORM TO EXISTING

"LR"+00 BEGIN STRUCTURAL SECTION

LINE

"DW2"

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

15:31

29-J

UN-2018

FU

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USERNAME => s112608

DGN FILE => 0312000068ea004.dgn


IS IN INCHES


DE

SIG

N

"AR" 2+82.78 PI

"LR" 22+04.45 POC=

SEE BRIDGE PLANS

APPROACH SLAB

CONFORM TO EXISTING

"HR" +6.27 END STRUCTURAL SECTION


Lt +57 BEGIN HMA OVERLAY

CONFORM TO EXISTING


+03.74 END HMA OVERLAY

S14°50'05"W


Rt +83 END STRUCTURAL SECTION

CONFORM TO EXISTING

+00.59 END SHOULDER BACKING

"LR" 27+36.45 PI

"HR" 19+06.27 EC=

8'

8'

ME

LIS

SA

L.

HA

UR

Y

ZA

KA

RI

A

EL

AZ

HA

RI

AND LOCATIONS, SEE SHEETS C-7, 8 AND 9.4. FOR COLD PLANE AC PAVEMENT, OBLITERATE SURFACING AND REMOVE BASE AND SURFACING QUANTITIES


2. COORDINATE VALUES SHOWN ARE CCS83 ZONE 2. MULTIPLY BY 0.99995 TO OBTAIN GROUND DISTANCES..

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE

NOTES:

REMOVE

GATE

8'

10'

10'

"HR" 14+65.89 POT

"A" 136+50.91 POT=

+20.50

+60.50

BRIDGE

+30.50 END

10'

10'

REMOVE GATE

N 6^26'47" E 2603.70'

HG

UO

LS

YL

RE

MMI

S

HG

UO

LS

YL

RE

MMI

S

N37°49'27"W

"LR" 22+85.79 EC

"LR" 23+18.17 POT

"A" 137+05.42 POT=

"LR" 26+07.57 EC

TCE

TCE

TCE

ACCESS EASEMENT

TCE

TCE

130 135 1401 2 3 4 6 7 8 9 1 2

SP

36" R

CP

24" RCP

24" CMP

12" AP

12" AP

LA

UR

EL

LE

N

RO

AD

LORINDA WAY

36" C

MP

30"

CMP

24" CMP


NEW HELVETIA RANCHO

T15N R3E MDB&M

YUBA CITY

LAYOUTSCALE: 1"=50'

L-5

MATCH LINE

03 Yub 70

MIT

CH

AN

DR

US

05-22-18

03-31-19

C86232

R SCOTT FOSTER

R/

W

R/

W

R/

W

R/

W

R/

W

Co

R/

W

Co

Co R/W

Co R/W

"L"LINE

"A

R" LIN

E

"A" LINE

RO

UTE 70

MATC

H LIN

E S

HEET L-4

SHEET L-4

MATC

H LIN

E S

HEET L-6

3

6

7

145

9 "AR" 8+97.07 EC

"L" 22+00.00 PI

2

1

20

9

8

7 6

15

4

3

2

1

9

8

"L" 14+29.58 EC

"L" 11+33.00 BC

"L" 15+69.43 BC

"L" 7+00.00 PI

"L" 10+00.00 PI

"A" 144+59.47 POC=

"L" 18+36.52 EC

CURVE DATA

TNo. RLINE

1

AR

A

2

L

2

3

200.00'

250.00'

250.00'

168.54'

240.05'

296.58'

973.83'

68°46'10.0"

67°58'17.4"

61°12'43.1"

18^35'55.8"

1

2

2

3

L

3000.00'

136.86'

147.89' 267.09'

491.24'

10'10'

30'

30'

30'

10'

30'

10'

10'

10'

4'

10'

15.5/16.5

12'12'

10.7'

4'

12'

12'

30'

+32.4'

30'

+75.9

A-L INTERSECTION DETAIL

SEE SHEET C-2 FOR

CONFORM TO EXISTING

+51.79 BEGIN STRUCTURAL SECTION

N62°52'17"W

102.93'

S27°

7'43

"W

139.

85'

S88°20'26"W

363.48'

N5°53'5

3"E

2603.7

0'

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

15:32

29-J

UN-2018

FU

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USERNAME => s112608

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IS IN INCHES


DE

SIG

N

433.0

0'

N84^54'0"W

"AR" 10+00.00 PI

"L" 15+12.50 POT=

(TYPE A) OVERLAY

+00 END HMA

SECTION

STRUCTURAL

L-AR INTERSECTION DETAIL

SEE SHEET C-5 FOR

SECTION

STRUCTURAL

OVERLAY

HMA (TYPE A)

SEE NOTE 6.

CONFORM TO EXISTING

END HMA (TYPE A) OVERLAY

+85.84' END STRUCTURAL SECTION

3'

3'

(SEE X-2)

EDGE TREATMENT

+81.66 BEGIN

TCE

EAS

EM

EN

T

AC

CESS

TCE

TC

E

ZA

KA

RI

A

EL

AZ

HA

RI

ME

LIS

SA

L.

HA

UR

YNOTES:



4. SEE TRANSVERSE CONFORMS (SHEET C-6) FOR DETAILS.




4

"A" 143+88.98 BC

+83.4'

(TYPE E)

END HMA DIKE

TREATMENT (SEE X-2)

+15.7 BEGIN EDGE

(SEE X-2)

TREATMENT

EDGE

+22.6 END

TREATMENT (SEE X-2)

+96.7 BEGIN EDGE

24" R

CP

36" C

MP


NEW HELVETIA RANCHO

T15N R3E MDB&M

YUBA CITY

LAYOUTSCALE: 1"=50'

L-6

03 Yub 70

MIT

CH

AN

DR

US

05-22-18

03-31-19

C86232

R SCOTT FOSTER

R/W

R/W

R/W

R/W

"A" LINE

ROUTE 70

MA

TC

H

LI

NE

SH

EE

T

L-5

"A" 153+62.81 EC

CURVE DATA

TNo. RLINE

S 3

L

945.79' 18°03'48.0" 476.85'

3

3000.00'

30'

10'

+50

30'

10'

30' 817.19'

15.5/16.5

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

15:33

29-J

UN-2018

FU

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IS IN INCHES


DE

SIG

N

30'

12'

+50 BEGIN HMA (TYPE A) OVERLAY

HMA (TYPE A) OVERLAY

SECTION

STRUCTURAL

10'

STRUCTURAL SECTION

STRUCTURAL SECTION

TRIM LINE

TRIM LINE

10'

12'

12'

CONFORM TO EXISTING PAVEMENT


(SEE NOTE 4)

+61.7 BEGIN HMA (TYPE A) OVERLAY

1'


+19.7 OVERLAY TO EXISTING EP

8'

8'

8'

1'

5'

OVERLAY TO EXISTING EP


TRIM LINE

(SEE X-3)

+16.7 END EDGE TREATMENT

END HMA (TYPE A) OVERLAY (SEE NOTE 4)

+00 END STRUCTURAL SECTION

(SEE STANDARD PLANS P74 AND P75 FOR DETAILS)

END EDGE TREATMENT

+00

END TRIM LINE

BEGIN TRIM LINE

ME

LIS

SA

L.

HA

UR

Y

ZA

KA

RI

A

EL

AZ

HA

RI

CONFORM DETAIL

SEE C-11 FOR NORTH

NOTES:

5. SEE TRANSVERSE CONFORMS (SHEET C-6) FOR DETAILS.






N12°09'09"W

160 198

7

61554321

150

9

8

"A" 161+80.00 PI

END COLD PLANE AC


8'

24" RCP


ROUTE 70

SCALE: 1"=50'

06-29-18

03 Yub 70

MIT

CH

AN

DR

US

K. B

RI

NH

AL

L

03-31-19

C86232

R SCOTT FOSTER

"PW" LINE

"CW" LINE

"PE" LINE

"DW1"

LIN

E

CONTOUR GRADING

G-1

MA

TC

H

LI

NE

SH

EE

T

G-2

MA

TC

H

LI

NE

15.5/16.5

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

10:54

02-J

UL-2018

FU

NC

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USERNAME => s112608

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IS IN INCHES


DE

SIG

N

"A" LINE

ZA

KA

RI

A

EL

AZ

HA

RI

NOTES:

APPROVED FOR CONTOUR GRADING WORK ONLY

2. CONTOUR INTERVAL = 2'.

1. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.

9

87

6

2567

89

30

6

80

80

80

70

60

50

50

70

70

80

80

70

70

88.2

64.2

64.2

64.9 65.2

65.0

63.5

64.9

63.4

61.3

64.3

64.7

64.9

64.2

64.3

64.1

64.1

64.1

64.1

64.6

65.3

62.9

83.6

84.3

84.4

83.6

84.1

83.5

59.8

60.4

60.9

61.1 61.1

61.1

60.3

77.6

74.9

77.4

60.9

63.4

63.0

61.7

62.1

61.5

61.5

62.4

61.4

61.2

61.3

60.7

60.9

61.5

61.6

61.5

63.0

63.3

73.8

73.4

77.5

64.9

64.4

63.9

64.3

63.9

63.3

63.4

63.6

62.8

61.7

61.2

62.1

62.7

62.2

61.4

60.8

60.8

61.6

61.9

61.3

61.8

62.5

62.2

62.1

64.7

79.7

79.6

79.4

79.1

79.0

78.8

78.6

79.1

79.5

86.5

86.5

86.7

50.8

47.4

62.5

62.5

61.8

60.9

64.7

64.1

77.2

78.9

78.8

78.7

78.5

78.6

78.8

78.9 7

8.9

63.3

63.1

63.1

54.3

54.5

53.5 55.0

64.8

63.5

86.6

77.3

63.9

63.0

62.9

63.0

61.4

62.8

63.5

61.6

70

80

86.5

86.7

86.6

86.6

86.8

86.8

86.5

TCE

"A" 95

+00.00

PI

1006 7 8 9 1 2 3 4

"A" 97

+34.38

BC

"A" 100

+36.97

EC


SCALE: 1"=50'

G-2

07-02-18

03 Yub 70

MIT

CH

AN

DR

US

K. B

RI

NH

AL

L

03-31-19

C86232

R SCOTT FOSTER

CONTOUR GRADING

MA

TC

H

LI

NE

SH

EE

T

G-1

MA

TC

H

LI

NE

SH

EE

T

G-1

MA

TC

H

LI

NE

SH

EE

T

G-3

15.5/16.5

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:21

02-J

UL-2018

FU

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IS IN INCHES


DE

SIG

N

3

3

415

15

4

3

2 1

15

12

4

"PE" LINE

"PW" LINE

"A" LINE

"CW" LINE

"CE" LINE

NOTES:


ZA

KA

RI

A

EL

AZ

HA

RI



80

60

60

5050

50

50

50

70

70

70

60

50

80

60

70

50

47.4

53.4

54.3

54.2

86.8

86.7

86.7

86.7

86.6

70

80

90

80

70

80

70

TCE

TCE

105

110

115

6

7

8

9

1 2 34

6"A" 10

7+62.58 BC

AS

PH

CE

METER

Y

MAR

YS

VILLE


SCALE: 1"=50'

G-3

07-02-18

03 Yub 70

MIT

CH

AN

DR

US

K. B

RI

NH

AL

L

03-31-19

C86232

R SCOTT FOSTER

"A" LINE ROUTE 70

MA

TC

H

LI

NE

SH

EE

T

G-2

CONTOUR GRADING

MA

TC

H

LI

NE

SH

EE

T

G-4

15.5/16.5

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:24

02-J

UL-2018

FU

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IS IN INCHES


DE

SIG

N

NOTES:


ZA

KA

RI

A

EL

AZ

HA

RI



60

70

70

80

60

90

60

70

80

90

80

90

80

60

70

6060 60

70

60

70 70

60

70

54

54

56

54

TCE

120125

130

7 8 9 1 2 3 4 6 7 8 9 1

"A" 117

+85.29

EC


07-02-18

SCALE: 1"=50'

G-4

MA

TC

H

LIN

E

03 Yub 70

MIT

CH

AN

DR

US

K. B

RI

NH

AL

L

03-31-19

C86232

R SCOTT FOSTER

SIMMERLY SLOUGH

SI

MM

ER

LY S

LO

UG

HCONTOUR GRADING

MA

TC

H

LI

NE

G-5

MATCH LINE G-5

SHEET

G-5

MA

TC

H

LI

NE

G-3

"A" LINE

"AR" LINE

"HR" LINE

"LR" LINE

"DW2" LINE

15.5/16.5

LOCATION CODE

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


HE

CK

ED

BY

DE

SI

GN

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2. CONTOUR INTERVAL = 2'. 1. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.

7

8

"AR" 8+97.07 EC

1

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"DW2" 10+00 PI

"AR" 7+42.94.POC="AR" 4+54.22 EC

"AR" 6+57.02 BC

"LR" 20+00 PI

"HR" 11+84.56 POC=

"LR" 21+70.44 BC

"DW2" 12+30.00 PI

"DW2" 11+91.59 EC

"DW2" 11+52.93 BC

"DW2" 10+66.05 EC

"DW2" 10+35.67 BC

45

"AR" 3+01.60 BC

"AR" 2+82.78 PI

"LR" 22+04.45 POC=

"LR" 23+18.17 POT

"A" 137+05.42 POT=

"LR" 22+85.79 EC

"HR" 14+65.89 POT

"A" 136+50.91 POT=

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"LR" 27+39.64 PI

"HR" 19+06.27 EC=

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10

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2

3

"HR" 10+00.00 PI

"HR" 10+72.34 BC

"HR" 13+61.70 EC

4

15

6

7

8

9

20

"HR" 17+69.44 BC

"HR" 20+00.00 PI

"LR" 25+03.53 BC

135140

2 3 4 6 7 8 9 1 2

"LR" 26+06.60 EC

90

80

70

606060

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80

90

90

80

70

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70

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70

80

50

50

60

70

70

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48

48

58

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62

66

84

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60

70

70

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80

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52

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54

54

56

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64

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76

76

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82

82

82

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SCALE: 1"=50'

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"L" 18+36.52 EC

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Exc

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TOTAL129 130 131 132 133 134 135 136

07-17-18

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03-31-19

x

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HORIZONTAL 1:50VERTICAL 1:5

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PROFILE

Elev 80.57'

WATER SURFACE7.21'

8.80'

8.93'

127

PROFILE DISPLAY

SIMMERLY SLOUGH BRIDGE

Elev 76.02'

WATER SURFACESTRUCTRURES

1500' VC

1.606%

1500' VC

OG

2:1

2:1

Elev 92.57'

"A" 126+75.00 EVC

Elev 94.66'

"A" 128+05.00 BVC

Elev 106.70'

"A" 135+55.00 VPI

"L

R" 23

+18.17

PO

T

"A" 137

+05.42

PO

T=

Br No. 16-0055

EL 95.64'

+69.50 BEGIN BRIDGE

Br No. 16-0055

EL 96.25'

+30.50 END BRIDGE

"HR" 14+65.89 POT

"A" 136+50.91 POT=

OG

PG

FG

FG

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gharvey

Typewritten Text


California Department of Transportation - Simmerly Slough Bridge

Section 408 Permit Hydraulic Study

Technical Memorandum

April 9, 2018 5

Table 1 – Index Point Summary

Index Point River Mile

1 29.051

2 1.91

3 2.13

4 28.25

5 0.72

6 27.00

Figure 2 - Index Point Locations

No. 19298 - Attachment D - Hydraulic Profile Information




April 9, 2018 8

(Caltrans, 2018). The Project proposes to set back the right bridge abutment, which ties into the

Marysville Ring Levee, approximately 200 feet and to set back the left bridge abutment, which

ties into the RD 10 Levee, approximately 300 feet, creating a larger opening with greater

conveyance through the bridge. The existing bridge consists of 16 1.3-foot piers spaced 32 feet

apart. The proposed bridge will have 4 8-foot 8-inch piers spaced 235 feet apart. Figure 4 shows

the existing and proposed bridge geometry as defined in EC-RAS model geometry file.

Figure 4 – State Route 70 Bridge Geometry in HEC-RAS. Top graphic shows existing bridge

crossing with sixteen bents (rows of piers). Bottom graphic shows proposed bridge with

elevated soffit, four bents, and set back abutments.





April 9, 2018 14

Table 12 – Summary of Steady State Flows Peak Water Surface Elevation

Index Point 2

Simmerly Slough River Mile 1.91

(Downstream of SR 70)

Index Point 3

Simmerly Slough River Mile 2.13

(Downstream of SR 70)

CNP

Existing

WSEL

With

Alteration

WSEL

Change in

WSEL

Existing

WSEL

With

Alteration

WSEL

Change in

WSEL

0.500 80.57 80.57 0.00 80.58 80.58 0.00

0.100 80.59 80.59 0.00 80.61 80.61 0.00

0.040 80.59 80.59 0.00 80.62 80.62 0.00

0.020 80.60 80.60 0.00 80.63 80.63 0.00

0.010 80.60 80.60 0.00 80.64 80.64 0.00

0.005 80.60 80.60 0.00 80.64 80.64 0.00

0.002 80.60 80.60 0.00 80.65 80.64 -0.01

FINDINGS AND RECOMMENDATIONS

As shown in the Phase 1 and Phase 2 hydraulic analyses, results of the modeling show that the

proposed alterations do not result in substantial changes in the hydraulic performance of the

system. Therefore, the current level of detail is considered sufficient for determining the effect of

the alterations proposed by the Project. The analysis demonstrate that reductions in assurance of

the system design capacity are negligible for the alternations proposed by the Project.

Based on the findings of this analysis, it is Wood Rodgers’ opinion that construction of the

proposed bridge will not have adverse hydraulic impacts, that the proposed bridge will not be

injurious to the public interest or affect the USACE Project’s ability to meet its authorized purpose,

and that the Project should be recommended for a Section 408 Permit.

REFERENCES

1. California Department of Transportation. (2018) Project Plans for Construction on State

Highway in Yuba County, near Marysville, from 0.1 Mile North of Binney Junction Up to

0.3 Mile North of Laurellen Road. Caltrans: Marysville, CA.

2. California Department of Transportation. (2018) Structure Maintenance and Investigations

- Historical Significance - State Agency Bridges (February 2018)

3. United States Army Corps of Engineers. (1953). Supplement to Standard Operation and

Maintenance Manual - Sacramento River Flood Control Project, Unit No. 151 - East Levee


No. 19298 - Attachment E - Endorsement Conditions

APPLICATION FOR A CENTRAL VALLEY FLOOD PROTECTION BOARD ENCROACHMENT PERMIT

DWR 3615 (Rev. 10/11) Page 2 of 2

6. Names and addresses of adjacent property owners sharing a common boundary with the land upon which thecontents of this application apply. If additional space is required, list names and addresses on back of theapplication form or an attached sheet.

Name Address Zip Code

7. Has an environmental determination been made of the proposed work under the California Environmental QualityAct of 1970? Yes No Pending

If yes or pending, give the name and address of the lead agency and State Clearinghouse Number:

SCH No.

8. When is the project scheduled for construction?

9. Please check exhibits accompanying this application.

A. Regional and vicinity maps showing the location of the proposed work.

B. Drawings showing plan view(s) of the proposed work to include map scale.

C. Drawings showing the cross section dimensions and elevations (vertical datum?) of levees, berms, stream banks, flood plain,

D. Drawings showing the profile elevations (vertical datum?) of levees, berms, flood plain, low flow, etc.

E. A minimum of four photographs depicting the project site.

Signature of Applicant Date

Include any additional information:

See Attached See Attached

✔

A Mitigated Negative Declaration (MND) was prepared and approved in June 2017. Caltrans is the leadagency.

201622058

Late 2018 or early 2019

✔

✔

✔

✔

✔


Reclamation District 10

Caltrans State Route 70 ‐ Simmerly Slough Project

Conditions for Endorsement

The following are conditions that Reclamation District 10 requests be included on the Central Valley

Flood Protection Board (CVFPB) Encroachment Permit for the State Route 70 Bridge over Simmerly

Slough. At the time of the submittal, the plans submitted were not complete and did not include

hydraulic analysis of the proposed project to determine potential effects of Simmerly Slough flows

through this reach of the channel. However, Reclamation District 10 is willing to endorse the permit

application with the following conditions:

1. All improvements shall meet or exceed Central Valley Flood Protection Board Title 23, FEMA,

and U.S Army Corps of Engineers Standards and requirements.

2. The project shall not increase the 1957 Sacramento River Flood Control Project

(SRFCP) design water surface elevation or the l ‐in‐100 design water surface

elevation of Simmerly Slough.

3. An additional 1 foot of freeboard shall be provided on the levee for a minimum 100

feet upstream and downstream of the bridge structure for either the 1957 SRFCP

design water surface or the 1‐in‐100 water surface elevation, whichever is greater.

4. The project shall fully mitigate all drainage impacts including replacement of the ReclamationDistrict 10 pump station and pipe facilities to fully address all highway drainage to currentstandards.

5. There shall be no flood control structure (i.e. stop log or gated structure) allowed as part ofthis project.

6. Bridge piers and bents within the floodway shall be constructed parallel to the direction of

stream flow in accordance with Section 128(a)(3) of Title 23.

7. This conditional endorsement is limited to the bridge, levee, and roadway work only. All

utilities such as electrical, gas, cable, telephone, communication, fiber optic, fuel, etc. to be

located within bridge, on the bridge, or require modifications because of the bridge shall

obtain separate encroachment permits.

8. All existing permits shall be properly terminated or amended. Copies of all terminated

permits shall be provided to Reclamation District 10.

9. The permittee shall be responsible for all liability associated with construction, operation,

and maintenance of the permitted facilities and shall defend, indemnify, and hold the

Reclamation District; including its agencies, departments, boards, commissions, and their


respective officers, agents, employees, successors and assigns (collectively, the "District"),

safe and harmless, of and from all claims and damages arising from the project undertaken

pursuant to this permit, all to the extent allowed by law.

10. Reclamation District 10 shall not be held liable for any damages to the permitted

encroachment(s) resulting from flood fight, operation, maintenance, inspection, or repair of

the levee system or drainage facilities.

11. The permitted encroachment(s) shall not interfere with operation and maintenance of the

flood control project. If the permitted encroachment(s) are determined by Reclamation

District 10 to interfere, the permittee shall be required, at permittee 's sole cost and

expense, to modify or remove the permitted encroachment(s).

12. A copy of the final Central Valley Flood Protection Board Permit shall be provided to

Reclamation District 10 upon approval of the permit by the CVFPB.


State of California DEPARTMENT OF WATER RESOURCES CENTRAL VALLEY FLOOD PROTECTION BOARD

California Natural Resources Agency

APPLICATION FOR A CENTRAL VALLEY FLOOD PROTECTION BOARD

ENCROACHMENT PERMIT

Application No.------,-------,-(For Office Use Only}

1. Description of proposed work being specific to include all items that will be covered under the issued permit.Caltrans proposes to replace the Simmerly Slough Bridge on State Route 70 and expand Highway 70 through the City of Marysville, as shown on the attached plans. The existing bridge will be demolished once the new bridge is in place. The east side of the Marysville Levee District's "finger levee" will be setback to expand Highway 70 to a five lane highway.

2. ProjectLocation: SR 70, City of Marysville, Yuba County, in Section 1 _2 ____________ _

(N) (E) Township: 1_5 _N ________ (S), Range: 3_E __ ______ (W), M. D. B. & M.

Latitude: 39.168425 N Longitude: 121.590173 W

Stream : Simmerly Slough

APN: See Attached

, Levee :

3. California Department of Transportation (Caltrans)Name of Applicant/ Land Owner

Marysville CA City State

Federal

of 703 B Street

95901 Zip Code

Designated Floodway: N_o _______ _

Address

(530) 218-1820Telephone Number

[email protected] E-mail

4. Jay Punia of Wood Rodgers, Inc. Name of Applicant's Representative

Sacramento CA 95816 City State Zip Code

5. Endorsement of the proposed project from the Local Maintaining Agency (LMA):

Company

(916) 870-0770Telephone Number

[email protected] E-mail

We, the Trustees of Reclamation District 10 or Marysville Levee District approve this plan, subject to the following conditions: Name of LMA

s listed on back of this form D No Conditions �Conditions Attached

�'--l-----o1-'--t_:__t..1 =-< �--------

Trustee

DWR 3615 (Rev. 10/11)

Date Trustee

Date Trustee

Date

Date

Page 1 of 2

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gharvey

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