3. Project Plans.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET

2 GENERAL NOTES

3 MATERIAL & QUANTITIES LIST

4 SITE LAYOUT

5 TYP SWALE & ROLLING DIP

FROM THE GEORGETOWN RANGER DISTRICT OFFICE, TRAVEL EAST

ON WENTWORTH SPRINGS RD FOR 2.30 MILES. TURN LEFT ONTO

BOTTLE HILL BYPASS ROAD (FOREST ROAD 13N16), TRAVEL

APPROXIMATELY 1 MILE. TURN LEFT ON BOTTLE HILL ROAD (FOREST

ROAD 13N58). CONTINUE ABOUT 0.3 MILES, DRU BARNER

CAMPGROUND IS ON THE LEFT.

DRU BARNER CAMPGROUND WATER

SYSTEM & ROAD IMPROVEMENTS

CALIFORNIA

EL DORADO COUNTY

ELDORADO NATIONAL FOREST

(R05) PACIFIC SOUTHWEST REGION

GEORGETOWN DISTRICT OFFICE

7600 WENTWORTH SPRINGS RD

GEORGETOWN, CA 95634

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 /22

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CAMPGROUND

IMPROVEMENTS

ELDORADO NF

GEORGETOWN DISTRICT

GENERAL NOTES

02/2022

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1. For this project, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects and Special Project

Specifications will be used. Hereinafter referenced to as FP-14 Spec.

2. All locations on plan sheets are approximate. Forest Service is responsible for marking locations on the ground prior to start of construction. Contractor responsible for field verifying quantities and ensuring layout is feasible prior to start of construction.

3. Erosion control measures are required at all staging areas and when excavation occurs in or near wet drainages. Erosion control is indirect to other paid items, unless noted otherwise in the schedule of items. Contractor to select the type of erosion control necessary for work. See typicals for approved methods of erosion control and FP-14 Section 157 for more information.

4. Seed and mulch disturbed areas, Seeding and mulching is indirect to other pay items, unless noted otherwise in the schedule of items.

See FP-14 Section 713 for material requirements.

5. All roads used by Contractor during project shall be maintained by Contractor.

6. Suitable material generated from reconstruction operations shall be incorporated into the roadbed.

7. Staging areas for equipment and materials shall be approved by COR prior to use.

8. Unsuitable material shall be sidecast from the roadbed or disposed at nearest approved landing. Material shall not be disposed within an aquatic management zone. Material shall be minimum 300 ft away from perennial and 150 ft from intermittent and ephemeral streams.

9. Commercial Rock Sources - Aggregate shall be obtained from an approved source, certified weed free and certified to contain no more than 0.25 % asbestos to be in compliance with California Health and Safety Code Sections 93105 and 93106.

10. Material source submittals are required. Weight tickets for materials from commercial sources are required for payment when units are in

Tons. Weight tickets shall specify which road the rock products were delivered to. Failure to comply may lead to a delay in payment for rock and associated work.

11. Contractor is responsible for placing construction signs on roads when operating equipment on this project. Signs shall be in accordance with latest version of MUTCD.

12. If a proposed or federally listed Threatened, Endangered, or Forest Service Sensitive (TES) botanical, aquatic, or terrestrial species are detected during work, operations shall cease in that area, and COR shall be informed immediately to consult with appropriate biologist to determine appropriate actions to take.

GENERAL NOTES

ABBREVIATIONS/ LEGEND

AC = Asphalt Concrete

AB = Aggregate road base

CB = Catch Basin

CMP = Corrugated Metal Pipe

CMPA = Corrugated Metal Pipe Arch

CY = Cubic yard

DBH = Diameter Breast Height

DI = Drop Inlet

EOP = End of Project

IB = Inlet Basin

LF = Linear Foot

MP = Milepost

RR = RIPRAP - Class #

STA = Station

SY = Square Yards

TS = Tree and stump removal

TYP = Typical

WB = Waterbar

EXIST = Existing feature

CONST = Construct or install feature

RECONST = Reconstruct existing feature

MAINT = Maintain existing feature

MEIOC - Maintain existing inslope/outslope configuration

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 /22

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PACIFIC SOUTHWEST

DRU BARNER

CAMPGROUND

IMPROVEMENTS

ELDORADO NF

GEORGETOWN DISTRICT

MATERIAL &

QUANTITIES

08/2021

FS090523_R102013_L1-002.dwg

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ITEM DESCRIPTION UNIT QUANTITY NOTES

CLEAN GROUNDWATER WELL

LS 1

REPLACE SUBMERSIBLE PUMP

LS 1

Install a Gundfos Solar, 6SQFlex-3 or approved equal

CHECK VALVE, BOOSTER PUMP,

HYDROPNEUMATIC TANK

LS 1

Install a new check valve, booster pump, and hydropneumatic tank in the building.

INSTALL SOLAR POWER SYSTEM

LS 1

INSTALL POWER AND CONTROL WIRING

LS 1

Includes replacement of agg base at road crossing, quantity dependant on disturbance.

CHAIN LINK FENCE ENCLOSURE

LS 1

Enclosure minimum 20 ft x 20 ft with 12 foot gate.

WATER METER

LS 1

1” Badger Meter Recordall Disc Series Model

55 or approved equal.

PREFABRICATED BUILDING

LS 1

CXT Precast 10.5’ x 12’ Schweitzer Standard

Building or approved equal

20409 EXCAVATION, ROLLING DIP

EA 1

20410 EXCAVATION, ROCKED SWALE

EA 1

Includes placement of 12 Ton crushed rock and aggregate choke

30103 AGGREGATE BASE, GRADING D,

COMPACTION METHOD 2

TON 72

30315 ROADWAY RECONDITIONING,

GRAVEL SURFACE ROAD, COMPACTION

METHOD 2

MI 0.70

NOTES:

Reference the contract scope of work for more details associated with water system improvements.

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CONSTRUCT DIP

SPOT ROCK 12 TON

REPAIR SURFACE

PLACE 3/4 " AB AT 2" DEPTH MINIMUM

EXIST WATER TANKS

APPROX. LOCATION OF SOLAR PANEL ARRAY

ENCLOSE WITH 8-12 FT HIGH CHAIN LINK FENCE

EXIST WELL

CONSTRUCT PREFAB BUILDING NEAR WELL,

COR APPROVAL REQUIRED PRIOR TO

PLACEMENT

CONSTRUCT

ROCKED SWALE

LEGEND

SYMBOL DESCRIPTION

Car Spur (Short)

Trailer/RV Spur

(Long)

Accessible Toilet

Faucet

Barricade

Camp Unit #

Water Trough

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 /22

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PACIFIC SOUTHWEST

DRU BARNER

CAMPGROUND

IMPROVEMENTS

ELDORADO NF

GEORGETOWN DISTRICT

SITE LAYOUT

01/2022

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NOTES:

1. RECONDITION ROADBED OF MAIN

LOOP ROAD, APPROX 0.7 MILES.

2. LOCATION OF ROCKED SWALE

AND ROLLING DIP TO BE FLAGGED

BY FS PRIOR TO CONSTRUCTION.

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Contractor shall construct

Lead Off Ditches as needed to ensure proper drainage of

Dips. Lead-Off Ditches are incidental to the construction of Dip construction.

ORIGINAL ROAD

GRADIENT

GRADIENT

A

0 %-8 %

9 %-12 %

+3-5 %

+2-3 %

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NOTES:

OUTLET DIP ON LOWEST HEIGHT FILL SLOPE

O

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1. THE DESIGN VEHICLE OR CRITICAL

VEHICLE FOR THIS DIP DESIGN IS A MODEL 62

FIRE ENGINE.

2. ENTIRE LENGTH OF DIP SHALL BE

OUTSLOPED 3% TO 5%.

3. ROLLING DIP STATIONS ARE APPROXIMATE.

LOCATIONS OF THE DIPS SHALL BE STAKED

ON THE GROUND BEFORE CONSTRUCTION.

ROLLING DIP DETAIL

TYPE I & II

B

STATION OR MILEPOST

LOCATION

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50' 25''

40'

TYPE I

TYPE II

25' 25' 25'

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Contractor shall construct Lead Off Ditches as need to ensure proper drainage of Swale. Lead-Off Ditches are incidental to the construction of Swale construction.

GRADED SWALE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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PACIFIC SOUTHWEST

DRU BARNER

CAMPGROUND

IMPROVEMENTS

ELDORADO NF

GEORGETOWN DISTRICT

SWALE & ROLLING DIP

01/2022

R.ESPINOZA

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FINISHED GRADE LINE

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TOE OF FILL

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BOTTOM OF DIP

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TOP OF CUT

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TOP OF DIP

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SECTION TYPE 1

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RAISE GRADE WITH EXCAVATED MATERIAL

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GRADE

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ROCK SWALE 2" - 4" CRUSHED ROCK, APPROX 12 TON

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OUTSLOPE 3%%%

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AGGREGATE CHOKE, DEPTH 3"

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