7. Plans.pdf

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REISSUED 4/13/2026

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REISSUED 4/13/2026

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REISSUED 4/13/2026

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ESTIMATE OF QUANTITIES

MANDATORY WORK ITEMS

PAY ITEM ITEM DESCRIPTION ESTIMATED QUANTITY PAY UNIT

15101 Mobilization 1 Lump Sum

41801 Asphalt Concrete, Pothole Patching & Bridge Approaches 14 Ton

55700 Timber Trail Bridge, Fabricate & Install All Lump Sum

25901 Reinforced Concrete Retaining Wall (Estimated 15 LF) All Lump Sum

OPTIONAL WORK ITEMS

PAY ITEM ITEM DESCRIPTION ESTIMATED QUANTITY PAY UNIT

61101 Water System, Repair Hand Pump System All Lump Sum

62001 Stone Veneer Facing at Retaining Wall All Lump Sum

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 3/2

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(R05)

PACIFIC SOUTHWEST REGION

RIVERSIDE DAY

USE AREA

REHABILITATION

STANISLAUS NATIONAL

FOREST

MIWOK/SUMMIT DISTRICT

WORK NOTES

5/15/2025

N.THOMPSON

KB, GC, KD

G-02 2 12

REISSUE 4/13/2026

GENERAL NOTES:

1. REQUIRED WORK NOT SPECIFIED IN THE SCHEDULE OF ITEMS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

2. BEFORE ANY EXCAVATION ACTIVITIES BEGIN, THE CONTRACTOR SHALL CONTACT 811. DO NOT BEGIN GROUND DISTURBING WORK UNTIL A MEETING IS HELD WITH THE FOREST SERVICE TO CONVEY THE LOCATION OF FOREST SERVICE UTILITIES THAT

NEED TO BE PROTECTED.

3. EQUIPMENT MUST BE IN GOOD WORKING ORDER AND INSPECTED BY USFS FOR COMPLIANCE WITH WEED FREE REQUIREMENT, NOTIFY COR 7 DAYS IN ADVANCE TO SCHEDULE INSPECTION. EQUIPMENT FOR THIS PROJECT, IF DRIVEN ON STATE OR

COUNTY ROADS, SHALL BE CURRENTLY LICENSED. ALL EQUIPMENT MUST STAY ON EXISTING ROADS AND TRAILS. NO OVERLAND TRAVEL IS PERMITTED.

4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BEST MANAGEMENT PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST SYSTEM LANDS, DATED APRIL 2012. REFER TO PROJECT BMP & BMP CHECKLIST.

5. ALL DIMENSIONS, UNLESS OTHERWISE SPECIFIED, ARE IN U.S. FEET.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT AND SAFETY COMPLIANCE. CONTRACTOR TO SUBMIT SITE SAFETY AND STAGING PLAN 14 DAYS PRIOR TO STARTING WORK.

7. ALL FOREST SERVICE ROADS OR INFRASTRUCTURE DAMAGE BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR, AT THEIR COST.

8. THE CONTRACTOR SHALL THOROUGHLY DOCUMENT EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. THIS DOCUMENTATION SHALL BE SUFFICIENT TO ESTABLISH THE PRE-WORK CONDITION OF ALL AFFECTED AREAS. THE

CONTRACTOR IS RESPONSIBLE FOR EXERCISING APPROPRIATE CARE THROUGHOUT THE PERFORMANCE OF THE WORK TO PREVENT DAMAGE TO GOVERNMENT PROPERTY, FACILITIES, EQUIPMENT, OR ADJACENT AREAS. ANY DAMAGE ATTRIBUTABLE TO THE CONTRACTOR'S OPERATIONS SHALL BE PROMPTLY CORRECTED OR REPAIRED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE GOVERNMENT, AND TO THE SATISFACTION OF THE CONTRACTING OFFICER.

9. BORROW SOURCES, IF NEEDED, WILL BE DESIGNATED BY THE FOREST SERVICE DURING CONSTRUCTION.

10. PROVIDE COPIES OF WEIGHT TICKETS FOR MATERIAL DELIVERED TO THE SITE FROM COMMERCIAL SOURCES. AGGREGATE SHALL BE OBTAINED FROM AN APPROVED SOURCE, CERTIFIED WEED AND ASBESTOS FREE.

11. ANY EROSION CONTROL PRODUCT MADE OF NATURAL MATERIALS, SUCH AS STRAW WATTLES, MUST BE CERTIFIED WEED FREE.

12. WHILE THERE IS WATER IN THE OVERFLOW CHANNEL, NO WORK MAY BE PERFORMED IN THAT AREA. REFER TO PROJECT BEST MANAGEMENT PRACTICES FOR OTHER REQUIREMENTS, INCLUDING LIMITED OPERATION PERIODS.

13. ANY DISTURBANCE, SUCH AS A BORROW SITE OR STAGING AREA, SHALL BE RESTORED.

14. ALL WORK IS TO COMPLY WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) HTTPS://HIGHWAYS.DOT.GOV/SITES/FHWA.DOT.GOV/FILES/DOCS/FEDERAL-LANDS/SPECS/12851/FP14.PDF, FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS), AND WHERE APPLICABLE, CAL TRANS STANDARD SPECIFICATIONS HTTPS://DOT.CA.GOV/PROGRAMS/DESIGN/JULY-2023-CCS-STANDARD-PLANS-AND-STANDARD-SPECIFICATIONS

15. WORK TO COMPLY WITH FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES (FSORAG) HTTPS://WWW.FS.USDA.GOV/SITES/DEFAULT/FILES/FSORAG-2013-UPDATE.1.PDF

ABBREVIATIONS

AB AGGREGATE ROAD BASE

AC ASPHALT CONCRETE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER'S REPRESENTATIVE

CY CUBIC YARD

FP-14 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS

FSORAG FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES

FSSS FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

LF LINEAR FEET

SF SQUARE FEET

TYP TYPICAL

(N) NEW

(E) EXISTING

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R05)

PACIFIC SOUTHWEST REGION

RIVERSIDE DAY

USE AREA

REHABILITATION

STANISLAUS NATIONAL

FOREST

MIWUK/SUMMIT DISTRICT

SITE MAP

1/16/2025

N.THOMPSON

N.THOMPSON

KB, GC, KD

G-05 5 12

REISSUE 4/13/2026

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RECONSTRUCT TRAIL BRIDGE, REPAVE AC APPROACHES

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OPTION ITEM: REPAIR HANDPUMP WELL

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RIVERSIDE DAY USE AREA

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STANISLAUS NATIONAL FOREST, TUOLUMNE, CA

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RESTROOM (E)

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BEACH AREA (E)

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PARKING AREA (E)

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PARKING AREA (E)

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TRAIL REPAIR AC SURFACE

BUCHANAN ROAD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 3/2

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PACIFIC SOUTHWEST REGION

RIVERSIDE DAY

USE AREA

REHABILITATION

STANISLAUS NATIONAL

FOREST

MIWOK/SUMMIT RANGER DISTRICT

RETAINING WALL

1/26/2026

N.THOMPSON

N.THOMPSON

JB, PH, KB

C-03 8 12

REISSUE 4/13/2026

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WOODEN TRAIL BRIDGE (REFER TO BRIDGE PLAN)

AutoCAD SHX Text EXISTING GABION CELLS W/VARYING EROSION, FILL ALL VOIDS WITH CONCRETE. REINFORCING STEEL MUST HAVE 2" MIN COVER.

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RETAINING WALL AT BRIDGE, FOR HEIGHTS FROM 4'-9'

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NOT TO SCALE

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NO 4 @ 30" OC VERT

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NO 5 @ 12" OC

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NO 4 @ 15" OC HORZ

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NO 7 @ 15" OC VERT

AutoCAD SHX Text 2" WEEP HOLES @ 4' OC, PVC PIPE, PRESERVE 1 CFT GABION ROCK FOR DRAIN @ EACH WEEP HOLE. WRAP PIPE INLET END IN SEPARATION GEOTEXTILE TO PROVIDE BARRIER FROM FINE SEDIMENT

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ABUTMENT

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CONCRETE FOOTING, CLASS 1 FINISH

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NO 5 @ 9" OC

AutoCAD SHX Text MINIMUM 1' WALL THICKNESS AT BRIDGE BEARING. (REFER TO BRIDGE PLAN, CONCRETE SILL DETAIL, CLASS 2 FINISH) ANCHOR BOLT TO BE IMBEDDED IN A MINIMUM OF 1'. FOR AREAS NOT AT BRIDGE, SUBSTITUTE FOR CURB/STONE VENEER CURB. 8"X6" MINIMUM CURB DIMENSIONS.

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ASPHALT CONCRETE TRAIL. REFER TO ASPHALT CONCRETE PAVING DETAILS, C-02

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OPTION ITEM:STONE VENEER, MORTAR TO CONCRETE

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AutoCAD SHX Text NOTES: 1. NO WORK MAY BE PERFORMED WHILE THERE IS WATER IN THE OVERFLOW CHANNEL. NO WORK MAY BE PERFORMED WHILE THERE IS WATER IN THE OVERFLOW CHANNEL. 2. CONTRACTOR SHALL PROVIDE CONCRETE MIX DESIGN AT LEAST 36 DAYS PRIOR TO CONTRACTOR SHALL PROVIDE CONCRETE MIX DESIGN AT LEAST 36 DAYS PRIOR TO PRODUCTION, INCLUDING ALL REQUIRED DATA AS IDENTIFIED IN SPECIFICATIONS. 3. CONCRETE MIX TO COMPLY WITH FP-14 SECTION 552, CLASS A. THE NOMINAL CONCRETE MIX TO COMPLY WITH FP-14 SECTION 552, CLASS A. THE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE IN. AND AIR CONTENT PERCENTAGE SHALL 34 IN. AND AIR CONTENT PERCENTAGE SHALL BE 6%, TO COMPLY WITH ACI 19.3.3.1, EXPOSURE CLASS F3. 4. AGGREGATE USED IN CONCRETE MIX SHALL NOT BE ALKALI-SILICA REACTIVE OR AGGREGATE USED IN CONCRETE MIX SHALL NOT BE ALKALI-SILICA REACTIVE OR ALKALI-CARBONATE REACTIVE. AGGREGATE SHALL BE WEED AND ASBESTOS FREE. CONTRACTOR TO PROVIDE WRITTEN CERTIFICATION THAT AGGREGATE MEETS THESE STANDARDS WITH MIX DESIGN SUBMITTAL. 5. OPTION ITEM: STONE VENEER TO COMPLY WITH FP-14 SECTION 620, MASONRY OPTION ITEM: STONE VENEER TO COMPLY WITH FP-14 SECTION 620, MASONRY CLASS (d), FINISH (5). DRESS, BED, AND JOINT STONE UNDER SPECIFICATIONS FOR RUBBLE-TYPE MASONRY. PROVIDE A VARIABLE ROCK FACE FINISH. FACING SHALL BE PLACED AS SPECIFIED IN 620.08(a) or 620.08(b). CONTRACTOR TO PROVIDE MATERIAL SUBMITTAL FOR STONE VENEER AND NOTIFY CO OF PLACEMENT METHOD 14 DAYS PRIOR TO STARTING WORK. 2. CONCRETE EXPANSION JOINTS ARE TO BE PLACED AT REGULAR INTERVALS. COR TO CONCRETE EXPANSION JOINTS ARE TO BE PLACED AT REGULAR INTERVALS. COR TO IDENTIFY LOCATION OF CONSTRUCTION JOINTS WITHIN FIVE DAYS OF A WRITTEN REQUEST FROM THE CONTRACTOR. EXPANSIONS JOINTS ARE TO COMPLY WITH FP-14 552.13 (a). FOR OPTION ITEM: LAY STONE VENEER TO REFLECT THE WIDTH OF THE EXPANSION JOINTS. DO NOT LEAVE A GAP OR A MORTAR EDGE AT THE EXPANSION JOINT. 3. CONTRACTOR TO VERIFY MEASUREMENTS PRIOR TO CONSTRUCTION. CONTRACTOR TO CONTRACTOR TO VERIFY MEASUREMENTS PRIOR TO CONSTRUCTION. CONTRACTOR TO REMOVE DEBRIS FROM DAMAGED RETAINING STRUCTURE (E), INCLUDING CONCRETE. DEPTH OF EROSION VARIES, CONTRACTOR TO FIELD VERIFY. ALL VOIDS ARE TO BE FILLED WITH CONCRETE GROUT. HEIGHT OF WALL VARIES, FIELD FIT TO MATCH EXISTING GRADES AND TRAIL. AT EDGES, TAPER TO MEET (E). 4. REFER TO BRIDGE PLAN FOR ABUTMENT, SILL, AND CURB DETAILS. REFER TO BRIDGE PLAN FOR ABUTMENT, SILL, AND CURB DETAILS. 5. REPAIR ANY PARTS OF THE ASPHALT CONCRETE TRAIL DAMAGED AS A RESULT OF REPAIR ANY PARTS OF THE ASPHALT CONCRETE TRAIL DAMAGED AS A RESULT OF CONSTRUCTION. 6. APPROXIMATE LOCATIONS ARE SHOWN, LOCATIONS TO BE STAKED BY COR. STAKING APPROXIMATE LOCATIONS ARE SHOWN, LOCATIONS TO BE STAKED BY COR. STAKING WILL BE COMPLETED BY THE COR WITHIN FIVE DAYS OF A WRITTEN REQUEST FROM THE CONTRACTOR. 7. DESIGN CONDITIONS: SOIL UNIT WEIGHT, 120PCF; ANGLE OF INTERNAL FRICTION, DESIGN CONDITIONS: SOIL UNIT WEIGHT, 120PCF; ANGLE OF INTERNAL FRICTION, 30DEG; FRICTION COEFF, 0.35 (IBC 1806.2); ALLOWABLE BEARING PRESSURE, 3,000 PSF (IBC 1806.2); FC CONCRETE, 4,500PSI; FY STEEL, 60,000 PSI 8. OTHER AREAS OF DAMAGED GABION RETAINING WALL SHALL NOT BE REPAIRED.OTHER AREAS OF DAMAGED GABION RETAINING WALL SHALL NOT BE REPAIRED.

AutoCAD SHX Text APPROXIMATE LOCATIONS OF RETAINING WALL. AT SIDES, ANGLE WALL TO PROVIDE PROTECTIVE 'WING WALL', ANGLE TO BE FIELD FIT. WING WALL MAY TAPER DOWN TO 8" THICKNESS

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OVERFLOW CHANNEL

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