Kit Price Plans_Amend 1.pdf

PDF 25 MB Posted Sep 4, 2020

Attached to: Idaho Panhandle NF, CdA River RD, Kit Price Campground Improvements
Solicitation number: 12034320R0016
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity issued by the Department of Agriculture Forest Service. The solicitation seeks bids for campground improvements at the Idaho Panhandle NF, CdA River RD, Kit Price Campground. Work includes removing and replacing water and wastewater holding tanks and associated piping, aggregate haul and placement, new asphalt paving and chip seal, installing precast concrete toilets and storage buildings, constructing wood shade structures and information kiosks, and installing picnic tables and fire rings. The project also requires removing existing toilet buildings, storage sheds, stumps, and concrete bollards and pads. Interested vendors should respond to solicitation number 12034320R0016 by the specified deadline to be considered for this contract award.

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Other files

File	Type	Posted
Kit Price FSSS Final Amend1.pdf	PDF	Sep 4, 2020
Section B and C replacement pagesAmend1.docx	DOCX document	Sep 4, 2020
SF30Amend 1KitPrice.doc	DOC document	Sep 4, 2020
PastPerformanceSurvey optional use.docx	DOCX document	Aug 12, 2020
Kit Price CG FSSS.pdf	PDF	Aug 12, 2020
DB Wage Decision.pdf	PDF	Aug 12, 2020
KitPriceRFP.docx	DOCX document	Aug 12, 2020
Kit Price CG Plans.pdf	PDF	Aug 12, 2020

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GENERAL NOTES

1. CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

2. NO BLASTING WILL BE ALLOWED ON THIS PROJECT.

3. CONTRACTOR SHALL PROVIDE ALL TESTING (QUALITY CONTROL) FOR THIS PROJECT AND SUBMIT DAILY REPORTS TO THE CONTRACTING OFFICER.

4. PORTLAND CEMENT CONCRETE MUST MEET A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI AND HAVE AN MINIMUM ENTRAINED AIR CONTENT 4.5%.

5. THE CONTRACTOR SHALL PROVIDE DUST CONTROL (7 DAYS A WEEK, 24 HOURS PER DAY) FOR ALL DISTURBED AREAS ON THE PROJECT SITE.

6. IF ANY STRUCTURE, SIGN, ETC. IS MOVED DURING THIS PROJECT, IT SHALL BE REPLACED PRIOR TO FINAL PROJECT CLOSE-OUT.

7. SURFACE RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR TO MATCH ADJACENT EXISTING CONDITIONS.

8. THE CONTRACTOR SHALL OBTAIN ALL STATE AND LOCAL PERMITS REQUIRED FOR THIS PROJECT. THE COSTS ASSOCIATED WITH THE STATE AND LOCAL PERMITS SHALL BE INCLUDED IN MOBILIZATION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED STORMWATER AND DEWATERING PERMITS.

9. THE CONTRACTOR SHALL PROVIDE THE C.O. WITH A CONSTRUCTION SCHEDULE PRIOR TO STARTING CONSTRUCTION. THIS SCHEDULE SHALL INCLUDE A DETAILED EXPLANATION OF HOW THE PROJECT WILL BE COMPLETED AND A TRAFFIC CONTROL PLAN DEPICTING TEMPORARY PARKING FOR VISITOR PARKING DURING CONSTRUCTION

TO BE COORDINATED WITH CO.

10. THE CONTRACTOR SHALL PROVIDE THE C.O. A CONSTRUCTION TRAFFIC CONTROL PLAN DETAILING HOW ACCESS TO THE SITE WILL BE MAINTAINED. ALL TRAFFIC

CONTROL DEVICES SHALL MEET MUTCD STANDARDS.

11. ALL BACKFILL AND SUBGRADE COMPACTION SHALL BE 95% OF THE STANDARD PROCTOR (AASHTO T-99).

12. THE CONTRACTOR SHALL FIELD VERIFY ALL UNDERGROUND UTILITIES. DEPTH AND LOCATION OF UTILITIES SHOWN ON DRAWINGS ARE BASED ON AVAILABLE DATA AT THE TIME OF THE PROJECT DESIGN AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE. THE EXISTING SEWER HOLDING TANKS ARE ASSUMED TO BE 1000 GALLON TANKS. THE PROPOSED SEWER HOLDING TANKS ARE INTENDED TO BE PLACED IN THE EXACT LOCATION AS THE EXISTING TANKS.

SUMMARY OF ESTIMATED QUANTITIES- SCHEDULE A BASE BID

13. NO AREA HAS BEEN SET ASIDE FOR STORAGE OF CONSTRUCTION MATERIALS/EQUIPMENT OR FOR THE DISPOSAL OF WASTE MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITES FOR THESE PURPOSES AS HE/SHE MAY DEEM NECESSARY.

14. ALL PROPERTY PINS, BENCH MARKS, CONTROL POINTS, SECTION AND QUARTER CORNERS FOUND WITHIN THE CONSTRUCTION AREA ON THIS PROJECT SHALL BE PRESERVED. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THESE PINS. IF ANY OF THE ABOVE PINS OR MONUMENTS ARE DISTURBED A REGISTERED LAND SURVEYOR SHALL REPLACE THE PINS OR MONUMENTS AT THE CONTRACTOR'S EXPENSE.

15. ALL ASPHALT PAVEMENT, CONCRETE, VALVES & BOXES, CLEAN-OUTS, PIPING, ELECTRICAL WIRES & CONDUITS, CONTAMINATED SOILS, GRASS SOD, FENCES, ELECTRICAL BOXES SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.

16. ALL MFG'S CALLOUTS SHALL MEAN C.O. APPROVED "OR EQUAL".

17. DIGITAL CONTRACT DOCUMENT DEPICTING COORDINATES FOR ALL DESIGN ELEMENTS IS AVAILABLE UPON REQUEST.

18. DISPOSAL: ALL MATERIAL DESIGNATED FOR REMOVAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS TO BE DISPOSED OF BY REMOVING FROM NATIONAL FOREST LANDS IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

19. ALL MERCHANTABLE TIMBER IN THE CLEARING AREA NOT REMOVED FROM THE PROJECT AREA PRIOR TO THE BEGINNING OF CONSTRUCTION

BECOMES THE PROPERTY OF THE FOREST SERVICE.

20. EXCAVATION: EXCAVATION INCLUDES ALL MATERIAL THAT IS A MINIMUM OF 3 FEET OF DEPTH FROM THE FINISHED SURFACE OF THE PAVEMENT AND

ANY UNSUITABLE MATERIAL THAT EXCEEDS THE THREE FOOT DEEP.

21. EMBANKMENT: EMBANKMENT IS SUITABLE MATERIAL PLACED TO BRING AREAS THAT EXCEED 3 FEET OF DEPTH FROM THE FINISHED SURFACE OF THE

PAVEMENT TO SUBGRADE.

22. SAWCUTTING IS CONSIDERED INCIDENTAL TO ASPHALT REMOVAL, ASPHALT PATCHING AND CONCRETE REMOVAL.

23. THE CONTRACTOR SHALL PROTECT ALL EXISTING WATER SYSTEMS ON THE PROJECT SITE.

24. THE CONTRACTOR SHALL PUMP ALL VAULT TOILETS PRIOR TO REMOVAL.

25. ALL CONCRETE TANKS SHALL BE REMOVED FROM NATIONAL FOREST LANDS AND DISPOSED IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE

WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS BY THE CONTRACTOR.

26. CONTRACTOR SHALL CONSERVE TOPSOIL AS PART OF EXCAVATION AND PLACE ON DISTURBED AREAS AS DIRECTED BY THE CO.

27. ASPHALT CONCRETE PATCHING LOCATIONS WILL BE DETERMINED DURING CONSTRUCTION.

28. CAMPGROUND WILL BE CLOSED TO PUBLIC ACCESS DURING CONSTRUCTION.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/3 1/2

0 0 8:

F :\7

3 K

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SUMMARY OF

QUANTITES &

GENERAL NOTES

05/21/2020

.dwg

PJD

JPN

PJD

C-02

RANGER DISTRICT

SCHEDULE B - ADDITIVE 1

L.S. = LUMP SUM; EA. = EACH; S.Y. = SQUARE YARD; C.Y. = CUBIC YARD; AQ = ACTUAL QUANTITY;

LSQ = LUMP SUM QUANTITY; CQ = CONTRACT QUANTITY

SCHEDULE B - ADDITIVE 2

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ENGINEERS

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SURVEYORS

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

SHEET NO. C-04

LOOP B

SHEET NO. C-05

LOOP C

SHEET NO. C-06

SCALE IN FEET

100 200

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

SALVAGE EXISTING STEEL

BULLETIN BOARD,

REMOVE AND REPLACE

INFORMATION SIGN

AND ASPHALT PAD,

DISPOSE OFFSITE

REMOVE AND REPLACE EXISTING GATES,

DISPOSE OFFSITE

REMOVE AND REPLACE EXISTING GATES,

DISPOSE OFFSITE

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

OVERALL DEMOLITION

PLAN

05/21/2020

.dwg

PJD

JPN

PJD

C-03

REMOVE AND REPLACE

EXISTING WATER TANKS,

SEE COVER SHEET

FOR ACCESS ROAD LOCATION

5' Max. ROADWAY &

PARKING SPURS

5' Max.

OR TOE OF

FILL

OR TOP OF

CUT

BRUSHING/CLEARING LIMITS

V er ti ca l Li m it s

RANGER DISTRICT

min or top of cut min or toe of fill

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C-25

N orth Fork Coeur d'Alene River

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

OBLITERATE

EXISTING ASPHALT PER

FP-14 METHOD (a), TYP

REMOVE EXISTING SHED,

DISPOSE OFFSITE

REMOVE EXISTING FIRE PIT, TYP

REMOVE EXISTING VAULT TOILET,

DISPOSE OFFSITE

REMOVE EXISTING VAULT TOILET,

DISPOSE OFFSITE

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN AND

BE PROTECTED

REMOVE AND REPLACE EXISTING

SEWER STANDS, CONNECTIONS AND

HOLDING TANKS

EXISTING CULVERT TO REMAIN

REMOVE EXISTING

GRILL, TYP

REMOVE EXISTING PICNIC TABLE, TYP

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

DEMOLITION PLAN

LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-04

EXISTING HOST WATER HYDRANT

TO REMAIN AND BE PROTECTED

RANGER DISTRICT

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LOOP B

ENGINEERS

PLANNERS

SURVEYORS

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

OBLITERATE

EXISTING ASPHALT PER

FP-14 METHOD (a), TYP

REMOVE EXISTING SHED,

DISPOSE OFFSITE

REMOVE EXISTING VAULT TOILET,

DISPOSE OFFSITE

REMOVE EXISTING VAULT TOILET,

DISPOSE OFFSITE

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN AND

BE PROTECTED

REMOVE AND REPLACE EXISTING

SEWER STANDS, CONNECTIONS AND

HOLDING TANKS

EXISTING CULVERT TO REMAIN

REMOVE EXISTING

FIRE PIT, TYP

REMOVE EXISTING

GRILL, TYP

REMOVE EXISTING

PICNIC TABLE, TYP

REMOVE EXISTING

GARBAGE PAD,

DISPOSE OFFSITE

REMOVE EXISTING

SIGNS AND MONUMENTS

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

DEMOLITION PLAN

LOOP B

05/21/2020

.dwg

PJD

JPN

PJD

C-05

EXISTING HOST WATER

HYDRANT TO REMAIN

AND BE PROTECTED

RANGER DISTRICT

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ASPHALT NOT SHOWN FOR REMOVAL

IN PLACE

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Fork C oeu r d 'A len e R iver

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ENGINEERS

PLANNERS

SURVEYORS

LOOP C

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

OBLITERATE

EXISTING ASPHALT PER

FP-14 METHOD (a), TYP

REMOVE EXISTING VAULT TOILET,

DISPOSE OFFSITE

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN AND

BE PROTECTED

REMOVE EXISTING

FIRE PIT, TYP

REMOVE EXISTING

GRILL, TYP

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PICNIC TABLE, TYP

REMOVE EXISTING

GARBAGE PAD,

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EXISTING GATE TO REMAIN

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VAULT TOILET,

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EXISTING CONCRETE SIDEWALK

PER FP-14 METHOD (a), TYP

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

DEMOLITION PLAN

LOOP C

05/21/2020

.dwg

PJD

JPN

PJD

C-06

RANGER DISTRICT

EDGE OF EXISTING ASPHALT PROTECT

ASPHALT NOT SHOWN FOR REMOVAL

IN PLACE

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ASPHALT NOT SHOWN FOR REMOVAL

IN PLACE

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North Fork Coeur d'Alene River

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3 PVC Pipes & a galvanized 1" pipe within 1' Radius

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

SHEET NO. C-08

LOOP B

SHEET NO. C-09

LOOP C

SHEET NO. C-10

SCALE IN FEET

100 200

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

INFORMATION SIGN

AND ASPHALT PAD

NEW GATES

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

OVERALL SITE PLAN

05/21/2020

.dwg

PJD

JPN

PJD

C-07

REMOVE AND REPLACE

EXISTING WATER TANKS,

SEE COVER SHEET FOR

ACCESS ROAD LOCATION

NEW GATE

RANGER DISTRICT

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SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")&

ENGINEERS

PLANNERS

SURVEYORS

PICNIC TABLE,

TYP

FIRE RING, TYP

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

REMOVE AND REPLACE

EXISTING SHED WITH

PRECAST BUILDING

"ENTER"

DIRECTIONAL SIGN

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

EXISTING GRADE

CONTOURS

PULL THROUGH 20' WIDE

CAMPSITE WITH TYPICAL

ASPHALT SECTION

PROTECT EXISTING

ASPHALT IN PLACE

LOOP A

16' X 21' CAMP LIVING AREA,

TYP ALL SINGLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXISTING TRAIL

PROTECT EXISTING

ASPHALT IN PLACE,TYP

REPLACE EXISTING

SEWER STANDS,

CONNECTIONS AND

HOLDING TANKS,

CAMPGROUND SPACE

UNIT MARKER,

TYP ALL SITES

GUNNINSON STYLE

TOILET

WITH

ASPHALT PATHWAY

EXISTING CAMPSITE TO BE

EXPANDED TO 16' WIDTH MINIMUM

WITH TYPICAL ASPHALT SECTION , TYP

EXISTING

18' DIA. CULVERT

4' WIDE GRAVEL

PATH , TYP

EXISTING WATERLINE AND

ASSOCIATED APPURTENANCES

TO REMAIN AND BE

PROTECTED, TYP

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXISTING CAMPSITE TO BE

EXPANDED TO 20' WIDTH MINIMUM

WITH TYPICAL ASPHALT SECTION

4' WIDE GRAVEL PATH , TYP

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE PLAN LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-08

Notes:

1. REFER TO DETAIL D ON SHEET

C-17 FOR TYPICAL ASPHALT SECTION.

2. NEW ASPHALT PLACED ADJACENT TO

EXISTING ASPHALT REQUIRES

SAWCUT OF THE EXISTING ASPHALT

AND TACK COAT PER DETAIL B

ON SHEET C-19.

3. SHADE STRUCTURES ARE TO BE BUILT IN THE

CAMPGROUND BASED ON THE BASE BID AND

OPTIONAL BIDS AS FUNDS ARE AVAILABLE. SEE BID

ITEMS FOR SITE NUMBERS TO BE CONSTRUCTED. SEE

DETAILS ON SHEETS C -21 FOR SITE LAYOUT AND

SHEETS S-1 THRU S-9 FOR SHADE STRUCTURE.

PIN DOWN CURB STOP , TYP

TIER 2 SHADE

STRUCTURE PRIORITY

SITE

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

RANGER DISTRICT

AutoCAD SHX Text D

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AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text C-1919

AutoCAD SHX Text A

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1717

AutoCAD SHX Text C

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1818

AutoCAD SHX Text A

AutoCAD SHX Text C-1919

AutoCAD SHX Text C

AutoCAD SHX Text C-1919

AutoCAD SHX Text A

AutoCAD SHX Text C-2222

AutoCAD SHX Text A

AutoCAD SHX Text C-1818

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

C-1919

North Fork Coeur d'Alene River

PICNIC TABLE, TYP

REMOVE AND REPLACE

EXISTING SHED WITH

PRECAST BUILDING

"ENTER"

DIRECTIONAL SIGN

EXISTING

GRADE

CONTOURS

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

LOOP B

16' X 21' CAMP LIVING AREA,

TYP ALL SINGLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

PULL THROUGH

CAMPSITE WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

EXISTING

TRAIL

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

EXISTING

PUMPHOUSE

CAMPGROUND SPACE

UNIT MARKER,

TYP ALL SITES

REMOVE/REPLACE EXISTING

WATER AND SEWER STANDS,

CONNECTIONS AND HOLDING TANKS

32' X 21' CAMP LIVING AREA,

TYP ALL DOUBLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

ENGINEERS

PLANNERS

SURVEYORS

EXISTING CAMPSITE TO BE

EXPANDED TO 16' WIDTH MINIMUM

WITH TYPICAL

ASPHALT SECTION , TYP

4' WIDE GRAVEL PATH , TYP

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN

AND BE PROTECTED, TYP

NEW GATE

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

PULL THROUGH

CAMPSITE WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 36' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE PLAN LOOP B

05/21/2020

.dwg

PJD

JPN

PJD

C-09

FIRE RING, TYP

Notes:

1. REFER TO DETAIL D ON SHEET

C-17 FOR TYPICAL ASPHALT SECTION.

2. NEW ASPHALT PLACED ADJACENT TO

EXISTING ASPHALT REQUIRES

SAWCUT OF THE EXISTING ASPHALT

AND TACK COAT PER DETAIL B ON SHEET C-19.

3. SHADE STRUCTURES ARE TO BE BUILT IN THE

CAMPGROUND BASED ON THE BASE BID AND

OPTIONAL BIDS AS FUNDS ARE AVAILABLE. SEE

BID ITEMS FOR SITE NUMBERS TO BE

CONSTRUCTED. SEE DETAILS ON SHEETS C -21

FOR SITE LAYOUT AND SHEETS S-1 THRU S-9

FOR SHADE STRUCTURE.

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

REPLACE EXISTING SINGLE SITE

WITH 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

PIN DOWN CURB STOP , TYP

TIER 2 SHADE

STRUCTURE PRIORITY

SITE

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

RANGER DISTRICT

AutoCAD SHX Text P

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AutoCAD SHX Text A

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1717

AutoCAD SHX Text C

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1818

AutoCAD SHX Text A

AutoCAD SHX Text C-1919

AutoCAD SHX Text C

AutoCAD SHX Text C-1919

AutoCAD SHX Text A

AutoCAD SHX Text C-2020

AutoCAD SHX Text A

AutoCAD SHX Text C-2222

AutoCAD SHX Text A

AutoCAD SHX Text C-2323

AutoCAD SHX Text A

AutoCAD SHX Text C-1818

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

Fork C oeu r d 'A len e R iver

ENGINEERS

PLANNERS

SURVEYORS

PICNIC TABLE, TYP

FIRE RING, TYP

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

"ENTER"

DIRECTIONAL SIGN

EXISTING

GRADE

CONTOURSGUNNISON STYLE TOILET

WITH ASPHALT PATHWAY

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

WIDEN ROADWAY WITH

TYPICAL ASPHALT

SECTION TO

ACCOMMODATE DESIGN

VEHICLE

WIDEN ROADWAY 12'

WITH TYPICAL ASPHALT

SECTION TO

ACCOMMODATE DESIGN

VEHICLE

20' WIDE PULL THROUGH

CAMPSITE

WITH TYPICAL

ASPHALT SECTION

LOOP C

EXISTING TRAIL

16' X 21' CAMP LIVING AREA,

TYP ALL SINGLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

REMOVE AND REPLACE EXISTING

CONCRETE SIDEWALK

WITH GRAVEL PATH

EXTEND EXISTING CAMPSITE 15' AND

WIDEN 4' WITH TYPICAL ASPHALT SECTION

EXTEND EXISTING

CAMPSITE 15' AND

WIDEN 4' WITH

TYPICAL ASPHALT

SECTION

EXISTING CAMPSITE TO BE

EXPANDED TO 16' WIDTH MINIMUM

WITH TYPICAL ASPHALT SECTION , TYP

4' WIDE GRAVEL PATH , TYP

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

EXISTING WATERLINE

AND APPURTENANCES

TO REMAIN AND

BE PROTECTED,TYP

EXTEND EXISTING

CAMPSITE 15' AND

WIDEN 8' TO MAKE

20' MINIMUM WIDE

SITE WITH TYPICAL

ASPHALT SECTION

CAMPGROUND SPACE UNIT

MARKER,

TYP ALL SITES,

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/1 9/2

0 1 4:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE PLAN LOOP C

05/21/2020

.dwg

PJD

JPN

PJD

C-10

Notes:

1. REFER TO DETAIL D ON SHEET

C-17 FOR TYPICAL ASPHALT SECTION.

2. NEW ASPHALT PLACED ADJACENT TO

EXISTING ASPHALT REQUIRES

SAWCUT OF THE EXISTING ASPHALT

AND TACK COAT PER DETAIL B ON SHEET C-19.

3. SHADE STRUCTURES ARE TO BE BUILT IN THE

CAMPGROUND BASED ON THE BASE BID AND

OPTIONAL BIDS AS FUNDS ARE AVAILABLE. SEE

BID ITEMS FOR SITE NUMBERS TO BE

CONSTRUCTED. SEE DETAILS ON SHEETS C -21

FOR SITE LAYOUT AND SHEETS S-1 THRU S-9

FOR SHADE STRUCTURE.

PULL THROUGH

CAMPSITE

WITH TYPICAL

ASPHALT SECTION

10' X 6'

ACCESSIBLE

LANDING

PIN DOWN CURB STOP , TYP

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

TIER 2 SHADE

STRUCTURE

PRIORITY SITE

RANGER DISTRICT

AutoCAD SHX Text P

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PT: 2

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

20'

16'

16' 4'

R35'

R35' 16'

R35'

R15'

R3'

R15'

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 5/2

0 1 2:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE LAYOUT LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-11

R35'

RANGER DISTRICT

Notes:

1. ALL PARKING SPURS AND PATHS SHALL HAVE

A MAXIMUM 2% CROSS SLOPE AND MAXIMUM

5% RUNNING SLOPE.

2. COORDINATES ARE ON A LOCAL SYSTEM

ESTABLISHED BY FOUR CONTROL POINTS.

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

HOST SLIP 20

AutoCAD SHX Text

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AutoCAD SHX Text O

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LOOP A Point Table

Point #

Elevation 2537.14

2541.22

2541.07

2539.63

2539.42

2540.29

2540.66

2540.25

2540.88

2539.43

2539.40

2539.42

2539.50

2539.34

2539.58

2539.70

2539.26

2540.88

2541.04

2540.80

2540.82

2540.36

2540.18

2540.23

2540.72

2540.50

2540.23

2539.96

2540.28

2539.71

2540.09

2539.92

2540.37

2539.93

2539.60

2539.09

2539.70

2539.06

2539.88

2539.46

2538.87

2539.40

2540.13

2540.21

2540.27

2540.19

2539.65

2540.04

2539.95

2539.42

2538.98

2538.91

2537.62

2537.69

2538.49

Northing 2213577.23

2213853.11

2213840.11

2213818.25

2213797.71

2213797.19

2213810.44

2213785.41

2213798.66

2213831.42

2213828.50

2213788.67

2213783.30

2213845.11

2213858.81

2213846.69

2213832.99

2213766.26

2213764.39

2213722.57

2213717.00

2213723.62

2213713.81

2213730.40

2213740.21

2213685.61

2213682.07

2213656.55

2213648.22

2213666.19

2213661.53

2213651.83

2213675.77

2213687.60

2213659.39

2213666.53

2213649.14

2213652.78

2213632.20

2213634.93

2213598.40

2213618.92

2213601.82

2213652.07

2213627.11

2213632.13

2213647.04

2213627.63

2213624.52

2213619.52

2213616.11

2213583.17

2213569.72

2213570.10

2213541.02

2213554.83

Easting 2561425.89

2561237.05

2561227.53

2561294.31

2561295.55

2561224.26

2561233.23

2561241.65

2561250.62

2561354.49

2561357.23

2561307.84

2561307.90

2561370.24

2561386.15

2561396.59

2561380.67

2561262.07

2561258.54

2561285.20

2561283.63

2561236.94

2561224.30

2561211.42

2561224.06

2561338.27

2561340.14

2561283.11

2561275.89

2561328.13

2561354.11

2561335.54

2561346.82

2561275.40

2561265.94

2561249.30

2561258.57

2561238.99

2561253.53

2561233.48

2561244.23

2561254.45

2561263.82

2561207.99

2561216.58

2561201.39

2561223.18

2561272.92

2561317.87

2561273.73

2561270.01

2561284.96

2561269.91

2561285.05

2561293.20

Description Control Point

CAMPSITE 1

CAMPSITE PICNIC 1

CAMPSITE 2

CAMPSITE PICNIC 2

CAMPSITE 3

CAMPSITE PICNIC 3

CAMPSITE 4

CAMPSITE PICNIC 4

CAMPSITE 5

CAMPSITE PICNIC 5

BATHROOM PATH 1

CAMPSITE 6

LOOP A Point Table

Point #

Elevation 2538.53

2537.63

2538.63

2539.20

2539.12

2537.54

2537.45

2538.04

2537.57

2538.65

2538.05

2537.81

2537.77

2538.14

2537.75

2537.71

2537.67

2537.34

2537.57

2536.46

2537.17

2537.34

2537.62

2537.33

2538.11

2537.00

2537.26

2536.91

2537.26

2537.12

2537.43

2537.52

2537.20

2537.53

2537.85

2537.53

2537.65

2537.62

2537.07

2536.83

2537.48

2537.72

2537.63

2538.05

2537.94

2537.12

2535.99

2536.22

2537.05

2538.00

2537.04

2537.56

2537.75

2537.88

2537.69

2538.47

Northing 2213551.50

2213534.39

2213532.11

2213543.25

2213545.94

2213535.43

2213546.82

2213520.68

2213532.08

2213534.72

2213536.01

2213501.95

2213492.78

2213508.78

2213490.25

2213501.26

2213482.73

2213608.21

2213604.54

2213588.19

2213581.09

2213581.29

2213567.15

2213591.66

2213576.98

2213612.59

2213616.42

2213557.65

2213557.67

2213546.89

2213526.00

2213527.59

2213548.48

2213680.77

2213701.15

2213621.40

2213624.69

2213622.43

2213602.18

2213606.43

2213626.67

2213750.52

2213746.77

2213773.56

2213768.67

2213744.60

2213734.94

2213720.73

2213730.39

2213739.88

2213674.24

2213674.66

2213735.51

2213677.22

2213698.05

2213679.28

Easting 2561298.03

2561294.66

2561330.60

2561324.78

2561319.90

2561261.76

2561272.99

2561276.71

2561287.95

2561364.29

2561384.72

2561341.34

2561354.45

2561370.46

2561360.59

2561384.58

2561374.71

2561398.24

2561396.66

2561463.51

2561451.42

2561407.76

2561400.27

2561391.74

2561381.72

2561512.32

2561517.08

2561513.29

2561518.29

2561539.49

2561541.58

2561557.50

2561555.41

2561575.93

2561594.01

2561588.41

2561604.07

2561608.63

2561614.20

2561629.62

2561624.05

2561565.34

2561566.74

2561626.97

2561625.33

2561560.77

2561542.13

2561549.49

2561568.13

2561624.17

2561628.73

2561632.37

2561621.05

2561648.56

2561645.86

2561664.42

Description

CAMPSITE 6

CAMPSITE PICNIC 6

CAMPSITE 7

CAMPSITE PICNIC 7

CAMPSITE 8

CAMPSITE PICNIC 8

CAMPSITE 9

CAMPSITE PICNIC 9

CAMPSITE 10

CAMPSITE PICNIC 10

CAMPSITE 11

CAMPSITE 11 PICNIC

CAMPSITE 12

CAMPSITE 12 PICNIC

LOOP A Point Table

Point #

Elevation 2538.47

2538.21

2538.17

2537.59

2537.55

2537.04

2537.48

2536.77

2537.12

2538.97

2539.93

2539.74

2539.01

2539.64

2539.40

2540.00

2539.99

2539.94

2539.36

2539.34

2539.56

2539.66

2539.89

2539.85

2538.27

2538.25

2538.48

2538.49

2538.37

2538.24

2538.01

2538.20

2538.67

2538.74

2538.79

2538.53

2538.45

2538.73

2538.69

2538.28

2538.35

2538.20

2538.13

2538.65

2539.82

2539.78

2539.41

2540.09

2540.04

2538.90

2538.85

2538.89

2538.02

2538.33

2538.46

Northing 2213700.10

2213836.47

2213832.16

2213822.75

2213818.84

2213817.51

2213819.30

2213796.64

2213798.43

2213888.13

2213837.15

2213831.10

2213871.68

2213857.01

2213883.13

2213868.60

2213924.33

2213920.40

2213935.62

2213930.95

2213957.69

2213942.05

2213937.62

2213953.26

2213917.75

2213916.69

2213963.36

2213962.90

2213919.11

2213903.83

2213897.61

2213912.89

2213988.39

2213977.74

2214010.67

2213996.17

2214005.50

2214020.40

2214013.16

2214028.06

2213974.76

2213973.43

2213951.57

2213951.64

2213991.58

2214041.16

2214038.73

2214044.11

2214058.72

2214047.82

2214032.87

2213977.67

2213978.38

2213944.31

2213941.83

2213971.73

Easting 2561661.73

2561645.72

2561644.73

2561582.54

2561583.39

2561564.56

2561580.46

2561566.91

2561582.81

2561667.04

2561715.57

2561709.88

2561685.21

2561700.24

2561696.39

2561711.73

2561713.50

2561712.76

2561653.39

2561656.57

2561700.71

2561697.34

2561717.87

2561721.24

2561590.32

2561586.47

2561573.45

2561577.73

2561607.98

2561612.72

2561592.66

2561587.92

2561578.29

2561600.28

2561633.62

2561640.38

2561613.00

2561607.16

2561632.55

2561626.72

2561509.13

2561520.28

2561512.08

2561517.08

2561465.29

2561503.36

2561506.53

2561465.51

2561480.60

2561491.64

2561476.89

2561422.69

2561427.23

2561454.05

2561450.90

2561459.12

Description

CAMPSITE 12 PICNIC

CAMPSITE 13

CAMPSITE PICNIC 13

CAMPSITE 14

CAMPSITE PICNIC 14

CAMPSITE 15

CAMPSITE 16

CAMPSITE PICNIC 16

CAMPSITE 17

CAMPSITE PICNIC 17

BATHROOM PATH 2

CAMPSITE 18

CAMPSITE PICNIC 18

CAMPSITE 19

CAMPSITE PICNIC 19

LOOP A Point Table

Point #

Elevation 2537.79

2537.67

2538.41

2538.62

2538.47

2539.26

2539.23

2538.62

2538.99

2539.27

2538.96

Northing 2213954.53

2213945.35

2213962.56

2213972.50

2213974.72

2214034.34

2214031.71

2214029.49

2214042.89

2214031.43

2214018.02

Easting 2561471.16

2561458.05

2561446.01

2561333.18

2561345.55

2561386.13

2561389.50

2561351.37

2561360.10

2561377.70

2561368.96

Description

CAMPSITE PICNIC 19

HOST SLIP 20

HOST SITE 20 PICNIC

ENGINEERS

PLANNERS

SURVEYORS

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 5/2

0 1 2:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE LAYOUT POINTS

LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-12

RANGER DISTRICT

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

North Fork Coeur d'Alene River

PT: 248

PT: 249

PT: 250

PT: 251

PT: 252

PT: 253

PT: 254PT: 255

PT: 256

PT: 257

PT: 260

PT: 261 PT: 262

PT: 263

PT: 264

PT: 265

PT: 266

PT: 283

PT: 284

PT: 285

PT: 286

PT: 287

PT: 288

PT: 289

PT: 290

PT: 291

PT: 292

PT: 293

PT: 294

PT: 295

PT: 296

PT: 297

PT: 298

PT: 299

PT: 300

PT: 301

PT: 302

PT: 303

PT: 304

PT: 305

PT: 306

PT: 307

PT: 308

PT: 309

PT: 310

PT: 311

PT: 312

PT: 313

PT: 314

PT: 315 PT: 316

PT: 317

PT: 318

PT: 319

PT: 320

PT: 321

PT: 322

PT: 323

PT: 324

PT: 325

PT: 326

PT: 330

PT: 331

PT: 332

PT: 333

PT: 334

PT: 335

PT: 336

PT: 337

PT: 338

PT: 339

PT: 340

PT: 341

PT: 342

PT: 343

PT: 344

PT: 345

PT: 346

PT: 347

PT: 348

PT: 349

PT: 350

PT: 351

PT: 352

PT: 353

PT: 354

PT: 355

PT: 356

PT: 357

PT: 358

PT: 359

PT: 360

PT: 361

PT: 362

PT: 363

PT: 364

PT: 365

PT: 366

PT: 367

PT: 368

PT: 369

PT: 371

PT: 372

PT: 373

PT: 374

PT: 375

PT: 376

PT: 377

PT: 378

PT: 379

PT: 380

PT: 381

PT: 382

PT: 383

PT: 384

PT: 385

PT: 387

PT: 388

PT: 389

PT: 390

PT: 391

PT: 392

PT: 393

PT: 394

PT: 395

PT: 396

PT: 397

PT: 398

PT: 399

PT: 400

PT: 401

PT: 402

PT: 403

PT: 404

PT: 405

PT: 406

PT: 407

PT: 408

PT: 409

PT: 410

PT: 411

PT: 412

PT: 413

PT: 414

PT: 415

PT: 416

PT: 417

PT: 418

PT: 419

PT: 420

PT: 421

PT: 422PT: 423

PT: 424

PT: 425

PT: 426

PT: 427

PT: 428

PT: 429

PT: 430

PT: 431

PT: 432PT: 433

PT: 434 PT: 435

PT: 436

PT: 437

PT: 438 PT: 439

PT: 440

PT: 441

PT: 442

PT: 443

PT: 444

PT: 445

PT: 446

PT: 447

PT: 448

PT: 449

PT: 450

PT: 451

PT: 452

PT: 453

PT: 454

PT: 455

PT: 456

PT: 457

PT: 458

PT: 459

PT: 460

PT: 461

PT: 462

PT: 463

PT: 464

PT: 466

PT: 467

PT: 468

PT: 469

PT: 470

PT: 471

PT: 472

PT: 473

PT: 474

PT: 475

PT: 476

PT: 477

PT: 478

PT: 479

PT: 480

PT: 481

PT: 482

PT: 483

PT: 484

PT: 485

PT: 486

PT: 487

PT: 488

PT: 489

PT: 490

PT: 491

PT: 492

PT: 493

PT: 494

PT: 495

PT: 496

PT: 497

PT: 498

PT: 499

PT: 500

PT: 501

PT: 505PT: 506

PT: 509

PT: 510

PT: 514PT: 515 PT: 516

PT: 517

PT: 532

PT: 535

PT: 537

PT: 538

PT: 539

PT: 540

PT: 551

PT: 552

PT: 553PT: 554

PT: 555

PT: 556PT: 557

PT: 558

PT: 559

PT: 562

PT: 563

PT: 370

PT: 327

PT: 328

PT: 329

PT: 386

PT: 1

PT: 3

ENGINEERS

PLANNERS

SURVEYORS

LOOP B

ENGINEERS

PLANNERS

SURVEYORS N

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

R35'

16'

20'

10.67'

16'

19'

R35'

R3'

R35'

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 5/2

0 1 2:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE LAYOUT LOOP B

05/21/2020

.dwg

PJD

JPN

PJD

C-13

R35'

16'

R15'

RANGER DISTRICT

Notes:

1. ALL PARKING SPURS AND PATHS SHALL HAVE

A MAXIMUM 2% CROSS SLOPE AND MAXIMUM

5% RUNNING SLOPE.

2. COORDINATES ARE ON A LOCAL SYSTEM

ESTABLISHED BY FOUR CONTROL POINTS.

AutoCAD SHX Text P

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text P

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text V

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text

HOST SLIP

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

LOOP B Point Table

Elevation 2541.67

2540.80

2539.96

2539.97

2539.94

2540.36

2540.01

2539.74

2539.86

2540.08

2540.16

2539.66

2540.22

2540.41

2541.32

2540.36

2540.00

2540.20

2540.93

2540.12

2540.13

2540.19

2539.93

2539.94

2539.82

2539.90

2540.02

2540.04

2539.66

2540.24

2539.73

2539.82

2539.63

2539.89

2539.41

2539.93

2539.76

2540.01

2540.08

2539.87

2539.84

2539.85

2542.08

2541.77

2540.02

2542.29

2542.05

2539.56

2539.97

2542.57

2542.23

2541.75

2541.00

2540.02

2540.11

2540.21

Northing 2214281.11

2214398.47

2214370.43

2214286.39

2214260.00

2214374.37

2214302.60

2214276.39

2214290.04

2214304.27

2214311.98

2214311.10

2214332.95

2214332.07

2214370.99

2214372.82

2214293.04

2214313.85

2214400.50

2214411.13

2214395.44

2214384.81

2214256.82

2214232.30

2214228.82

221…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 4, 2020.