C04 - 7 - Project Plans.pdf

United States Department of Agriculture Forest Service

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SHASTA COUNTY, CALIFORNIA

MT. SHASTA - MCCLOUD RANGER DISTRICT

CASTLE CREEK BRIDGE

REPAIR

FOREST LOCATION MAP

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

G-02 VICINITY MAP

G-03 ESTIMATE OF QUANTITIES

G-04 GENERAL NOTES

D-01 PROFILE VIEW

D-02 PLAN VIEW

D-03 PLAN VIEW

F-01 PHOTOS

(R05) PACIFIC SOUTHWEST REGION

Shasta Trinity NATIONAL FOREST

SHEET 1 of 8

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

FROM/STARTING: MOUNT SHASTA RANGER STATION ON 204 W ALMA

ST, MT SHASTA, CA 96067

1. GET ON I-5 S FROM PINE ST AND W LAKE ST 3 MIN (0.8 MI),

FOLLOW I-5 S TO CASTLE CREEK RD IN SHASTA COUNTY.

2. TAKE EXIT 724 FROM I-5 S 14 MIN (13.9 MI)

3. TURN RIGHT ONTO CASTLE CREEK RD 22 MIN (8.5 MI)

4. ARRIVED AT THE BRIDGE.

CASTLE CREEK RD CASTELLA, CA 96017

LATITUDE: 41°10'1.48"N

LONGITUDE: 122°25'55.83"W

RECOMMENDED BY:

APPROVED:

DESIGN ENGINEER

FOREST SUPERVISOR

FOREST ENGINEER

DISTRICT RANGER

DATE

DATE

DATE

DATE

DWG SHEET NO.CHECKEDDESIGNERDATEDRAWING TITLE

Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair

Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

G-02VICINITY MAP SHEET 2 OF 8

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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Castle Creek Bridge Urgent Repair

Legend

39N25 Castle Creek Bridge

N

Image Landsat / Copernicus

I L d t / C i

3 mi

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ESTIMATE OF QUANTITIES G-03 SHEET 3 OF 8

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair

Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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PAY ITEM NOTES:

1) ITEM 15201 - MOBILIZATION: COVERS TO AND FROM SITE, PERMITS, INCIDENTALS, EQUIPMENT SPECIAL REQUIREMENTS, CLEANING, DISPOSAL AND OTHER RELATED COST OUTLINED IN FP-24 AND FSSS.

2) ITEM 20101 - CLEARING AND GRUBBING: ITEM IS TO BE USED TO GAIN ACCESS TO THE SAFE LOCATION AT THE OUTLET OF THE BRIDGE AND WILL REQUIRE CLEARING. THIS COVERS THE AREA OUTSIDE THE

BRIDGE AREA.

3) ITEM 20803: SEE FP-24 PAGE. 127 FOR DETAILS. ITEM IS INTENDED TO COVER REPAIRING BY REDUCING SLOPES AND CURRENT PROFILE. IN CONJUNCTION WITH PLACEMENT OF 25102 ITEMS. CONTRACTOR WILL PROVIDED A PLAN ON HOW THEY WILL REDUCE PROFILE AND PLACE RIP RAP AND BACKFILL FOR BRIDGE. CLEARING IS ALSO INCLUDED IN THIS PAY ITEM FOR THE BRIDGE AREA. CONTRACTOR WILL BE WORKING IN A STREAM COURSE AND WILL MEET STATE, LOCAL, FEDERAL, AND CA WATER BOARD REQUIREMENT WHILE PERFORMING WORK.

4) ITEM25102-9 AND -7 RIP RAP: PROVIDE COMMERCIALLY SOURCE RIP RAP MEETING OR EXCEEDING SIZE GRADATION IN FP-24 TABLE 705-1. RIP RAP WILL BE PLACED IN STREAM BED BY EQUIPMENT.

GENERAL NOTES:

ALL EQUIPMENT WORKING IN OR NEAR THE STREAM IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE EQUIPMENT WITH STREAM SAFE OILS AND ALL STATE AND FEDERAL REQUIREMENTS AND MITIGATION WILL BE

THE CONTRACTORS RESPONSIBILITY.

THE PLANS ARE TO ADDRESS THE URGENT NEEDS TO REDUCE FURTHER DAMAGE AND TO STABILIZE THE SITUATION.

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GENERAL NOTES G-04 SHEET 4 OF 8

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair

Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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ROAD

CONSTRUCTION

AHEAD

MINIMUM TRAFFIC CONTROL NOTES:

ONE 36"X36" W20-3 (PER MUTCD) MOVABLE CONSTRUCTION SIGN WILL BE REQUIRED AT

EACH END OF THE CONSTRUCTION ZONE DURING CONSTRUCTION ACTIVITIES. THE SIGNS

SHALL BE MOUNTED A MINIMUM OF 12" ABOVE THE GROUND AND SHALL BE PLACED WITHIN

500 FEET OF EACH CONSTRUCTION ZONE END. IF THE ROAD DEAD ENDS OR PUBLIC USE

HAS BEEN OBSTRUCTED, ONLY ONE W20-3 WILL BE REQUIRED. THE ROAD SHALL NOT BE

CLOSED FOR MORE THAN 2 CONTINUOUS HOURS WHEN USING THE W20-3. IF THE ROAD

REQUIRES CLOSURE FOR MORE THAN 2 CONTINUOUS HOURS, A TYPE III MOVABLE

BARRICADE WILL BE REQUIRED.

ONE TYPE III MOVABLE BARRICADE WILL BE REQUIRED TO CLOSE EACH 8' OF TRAVELED

WAY WIDTH. SIGNS SHALL OBSCURE NO MORE THAN 50 PERCENT OF THE TOP 2 RAILS OR

33 PERCENT OF ALL THREE RAILS. SIGNS SHALL BE MOUNTED A MINIMUM OF 12" ABOVE THE

GROUND. WHERE A BARRICADE ARRAY EXTENDS ACROSS A ROADWAY, THE STRIPES SHALL

SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN OR PASS.

WHERE BOTH RIGHT AND LEFT VEHICULAR MOVEMENTS ARE PROVIDED, THE STRIPES

SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE

ARRAY. WHERE NO VEHICULAR MOVEMENTS ARE PROVIDED, THE STRIPES SHALL SLOPE

DOWNWARD TOWARD THE CENTER OF THE BARRICADE ARRAY.

IF PLANS CALL FOR TRAFFIC CONTROL PLAN CONTRACTOR MUST FOLLOW MUTCD AND

PROVIDE A PLAN BEFORE WORK BEGINS.

TYPE III MOVABLE BARRICADEW20-3 MOVABLE BARRICADE

ROAD

CLOSED

GENERAL NOTES

1. PUBLIC SAFETY, TRAFFIC CONTROL, AND DUST CONTROL SHALL BE PROVIDED BY

CONTRACTOR IN ACCORDANCE WITH STATE AND COUNTY REQUIREMENTS. CONTRACTOR

SHALL SUBMIT A TRAFFIC CONTROL PLAN.

2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O.R. OF ANY DISCREPANCIES

ENCOUNTERED BETWEEN FIELD CONDITIONS AND THESE PLANS OR ERRORS IDENTIFIED IN

THE CONTRACT.

3. THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND AS-BUILTS SHOWING ALL

MODIFICATIONS MADE TO THESE PLANS. THESE RECORDS AND AS-BUILTS SHALL BE

PROVIDED TO THE C.O. UPON PROJECT COMPLETION.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS

AND OTHER SURVEY MARKERS. ANY MARKERS DESTROYED DURING CONSTRUCTION SHALL

BE REPLACED AT THE CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY AND ALL

UTILITIES. CALL 811.

6. STAGING AREAS FOR EQUIPMENT STORAGE OR MATERIAL STOCKPILES WILL BE ALLOWED

ONLY IN AREAS APPROVED BY THE C.O.

7. THE CONTRACTOR IS RESPONSIBLE FOR WATER, ELECTRICITY, AND RESTROOMS.

8. ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, DEBRIS, AND

ORGANIC MATTER. ALL EQUIPMENT WILL BE APPROVED BY THE C.O. PRIOR TO UNLOADING

ON THE PROJECT SITE.

9. THE SPECIFICATIONS FOR THIS PROJECT SHALL BE FEDERAL HIGHWAY ADMINISTRATION

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS" (FP-14) AND THE SUPPLEMENTAL SPECIFICATIONS. THE FP-24 MAY BE

DOWNLOADED AT: HTTPS://HIGHWAYS.DOT.GOV/FEDERAL-LANDS/SPECS/FP-24

10. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING IMPROVEMENTS AND THE

SURROUNDING LANDSCAPE WITH SMOOTH TRANSITIONS. THE CONTRACTOR SHALL AVOID

CREATING ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, TO THE

SATISFACTION OF THE C.O. THE COSTS OF ANY BACKFILL OR EXCAVATION REQUIRED FOR

SUCH TRANSITIONS ARE INCIDENTAL TO OTHER ITEMS.

11. UNLESS OTHERWISE NOTED, BORROW MATERIAL IS NOT AVAILABLE ON SITE AND SHALL BE

OBTAINED FROM PRIVATE SOURCES

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REFLECTIVE SHEETING

Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair

Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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D-01 SHEET 5 OF 8 PROFILE

NOTES:

PROFILE VIEW OF SCOUR.

PLACE RIP RAP IN SCOUR BY

INTERLOCKING THE TWO

CLASS AND GRADATIONS IN

ORDER TO REDUCE

CONTINUED EROSION.

NON-WOVEN FABRIC INSTALL

WILL GO UNDER RIP RAP

LAYERS.

SEE PHOTOS ON F-1 FOR ALL

AREAS STILL GROUTED

NOT TO SCALE

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CLASS 9 -RIP RAP

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CLASS 7 RIP RAP

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ORIGINAL GROUTED RIP RAP

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PLACE NON-WOVEN FABRIC UNDER RIP RAP LAYER

CURRENT SCOUR PROFILE AT DOWNSTREAM EDGE OF BRIDGE

Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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D-02 SHEET 6 OF 8PLAN

NOTES: GENERAL OUTLINE OF DAMAGE AREA (SCOUR SCAR).

OUTLINED AREA IS WHERE REHAB WITH RIP RAP, SHAPING FOR STABILITY, AND EXCAVATION WILL TAKE PLACE AND

OR WILL BE REQUIRED. CONSIDERATIONS FOR REDUCING CHANNEL SLOPE PROFILE.

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Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair

Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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D-03 SHEET 7 OF 8PLAN

NOTES: GENERAL OUTLINE OF DAMAGE AREA (SCOUR SCAR).

OUTLINED AREA IS WHERE REHAB WITH RIP RAP, SHAPING FOR STABILITY, AND EXCAVATION WILL TAKE PLACE AND

OR WILL BE REQUIRED. CONSIDERATIONS FOR REDUCING CHANNEL SLOPE PROFILE.

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Forest Service

NO. DATEBYREVISION DESCRIPTION(R5)

PACIFIC SOUTHWEST REGION

Castle Creek Bridge Repair Shasta Trinity NATIONAL FOREST

Mt. Shasta - McCloud RANGER DISTRICT

03/31/2026 Tyson Curran Forest Engineer

4/6 /26

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F-01 SHEET 8 OF 8PHOTOS

NOTES:

PHOTOS SHOW STORM

DAMAGE. VIEWS ARE

OUTLET FOCUSED.

VISUAL AID ONLY

CONDITIONS MAY HAVE

CHANGED SINCE PHOTOS

WERE TAKEN BUT

REFLECT DAMAGE AREAS

WELL.

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