SUPPORT_DOCUMENT_A_-_PROJECT_PLANS.pdf

PDF 36 MB Posted May 8, 2017

Attached to: STANLEY LAKE CAMPGROUND PROJECT 2017 Federal contract opportunity
Solicitation number: AG-0261-S-17-0003
Issued by: Department of Agriculture Forest Service R4-Intermountain Region

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SUPPORT DOCUMENT A

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Other files attached to STANLEY LAKE CAMPGROUND PROJECT 2017, newest first.
File	Type	Posted
AMENDMENT_2.pdf	PDF	Jun 10, 2017
AMENDMENT_1.pdf	PDF	Jun 6, 2017
SUPPORT_DOCUMENT_D_-_WORKERS_COMP_-_PAST_PERFORMANCE.pdf	PDF	May 8, 2017
SUPPORT_DOCUMENT_B_-_PROJECT_SPECIFICATIONS.pdf	PDF	May 8, 2017
SUPPORT_DOCUMENT_C_-_PREPROJECT-PRE-BID_SITE_TOUR_NOTES.pdf	PDF	May 8, 2017
AG-0261-S-17-0003_STANLEY_LAKE_CAMPGROUND_IMPROVEMENT_PROJECT_2017_-_Copy.pdf	PDF	May 8, 2017
DRAFT_Conceptual_Drawing.pdf	PDF	Oct 6, 2016

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SUPPORTING DOCUMENT – A

AG-0261-S-17-0004

STANLEY LAKE CAMPGROUND

IMPROVEMENT PROJECT 2017

PROJECT PLANS/DRAWINGS

75 Pages (including this header page)

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PROJECT DESCRIPTION

VICINITY MAP

PROJECT LOCATION

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LEGEND:

EXISTING FENCE LINE

EXISTING WELL AND HANDPUMP

EXISTING SEWAGE HOLDING TANK MANWAY

CREEK

LAKE

WETLAND AREA

EXISTING TRAIL

EXISTING AGGREGATE ROAD

EXISTING ASPHALT ROAD

EXISTING ROADWAYS AND FILL AREAS TO BE REMOVED

MAJOR CONTOUR AND ELEVATION (FEET)

EXISTING SIGN

X X

SHEET DE2

SHEET DE3

SHEET DE4

SHEET DE5

STANLEY LAKE

DAY USE AREA

AND BOAT RAMP

STANLEY LAKE

CAMPGROUND

NOTES:

1. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES

FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY

OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE

FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR

SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING

CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. DESIGNATED WELLS SHALL BE ABANDONED ACCORDING TO IDAPA 37.03.09-25-16. THE

CONTRACTOR SHALL COORDINATE WITH IDAHO DEPARTMENT OF WATER RESOURCES PRIOR

TO ABANDONING THE WELL TO ENSURE THE PROPER METHOD IS FOLLOWED.

3. ITEMS DESIGNATED TO BE SALVAGED SHALL BE DELIVERED TO THE STANLEY OFFICE

"BONEYARD" AT THE LOCATION DESIGNATED BY THE CONTRACTING OFFICER.

4. RIP AND REGRADE ALL EXISTING ROADWAYS THAT WILL NOT HAVE NEW ROADWAY OR

PARKING CONSTRUCTED IN THE SAME LOCATION (INCLUDING, BUT NOT LIMITED TO ALL

"X-HATCH" AREAS). REMOVE ALL IMPORTED ROAD BASE DOWN TO NATIVE SOIL. REGRADE TO

MATCH NATURAL TOPOGRAPHY. REMOVE ALL X-HATCH AREAS ACCORDING TO SECTION

022340 “REMOVAL OF EXISTING ROADWAYS AND FILL AREAS.” SPECIAL INSTRUCTIONS APPLY.

THE VOLUME OF MATERIAL TO BE REMOVED AND HAULED FROM EXISTING ROAD AND FILL

AREAS IS ESTIMATED TO BE LESS THAN 3,000 CUBIC YARDS.

5. ALL SIGNS NOT DESIGNATED FOR REMOVAL ARE TO REMAIN IN PLACE.

EXISTING LAKEVIEW CAMPGROUND

EXISTING OVERLOOK

EXISTING BOAT RAMP, STANLEY LAKE

INLET CAMPGROUND AND BEACH AREA

EXISTING STANLEY LAKE

INLET CAMPGROUND

EXISTING TRAILHEAD

FS ROAD 455

FS ROAD 649

TO ELK MOUNTAIN

TO HWY 21

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NOTES:

1. NOTES AND LEGEND ON SHEET DE1 APPLY.

2. REMOVE AND SALVAGE THE FOLLOWING:

2.1. HANDPUMPS: 1

2.2. SIGNS: 12

2.3. FIRE RINGS: 6

2.4. PICNIC TABLES: 6

2.5. UNIT MARKERS: 6

3. SALVAGE AND REINSTALL ACCORDING TO "S" SHEETS:

3.1. BARRIER ROCKS: APPROX. 120

4. REMOVE AND DISPOSE OF THE FOLLOWING:

4.1. VAULT TOILETS: 1

5. REVEGETATE SAND PARKING AREA WITH NATIVE PLANTS ACCORDING TO METHODS IN

SPECIFICATION SECTION 022340. DO NOT REMOVE EXISTING SAND FROM THIS AREA.

SALVAGE EXISTING HANDPUMP. REMOVE CONCRETE PAD AND TROUGH.

ABANDON EXISTING WELL ACCORDING TO IDAHO DEPARTMENT OF WATER

RESOURCES STANDARDS. EXISTING CASING IS 6" STEEL, DEPTH IS

UNKNOWN, BUT IS BELIEVED TO BE LESS THAN 60 FEET.

REMOVE AND SALVAGE ALL EXISTING FIRE RINGS,

PICNIC TABLES AND UNIT MARKERS SHOWN ON

THIS SHEET (TYP)

SALVAGE ALL BARRIER ROCKS SHOWN ON THIS SHEET AND REINSTALL AT OTHER LOCATIONS (TYP)

REMOVE AND DISPOSE OF EXISTING CONCRETE PAD EXISTING BEACH AREA TO REMAIN

UNDISTURBED (FOR A DISTANCE OF

APPROX. 50' FROM THE SHORELINE)

EXISTING BOAT DOCK

(TO BE REMOVED BY OTHERS)

OBLITERATE AND REMOVE ALL EXISTING ROADWAYS, SPURS AND FILL AREAS

ON THIS SHEET (DESIGNATED BY X-HATCH). SEE NOTE 4 ON SHEET DE1.

STANLEY LAKE

SALVAGE ALL ROAD AND CAMPGROUND SIGNS SHOWN ON THIS SHEET (TYP)

EXISTING TRAILHEAD SIGN AND ALL OTHER TRAIL-SPECIFIC SIGNS ON THIS SHEET TO REMAIN (TYP)

REMOVE AND DISPOSE OF EXISTING RESTROOM.

UNDERGROUND CONCRETE VAULT TO BE PUMPED, FULLY

REMOVED AND THE VOID BACKFILLED WITH COMPACTED FILL

WETLAND REHABILITATION PERIMETER.

ALL ROADWAYS WITHIN THIS AREA SHALL

BE REMOVED AND REHABILITATED

ACCORDING TO NOTE 4 ON SHEET DE1.

REVEGETATE SAND

PARKING AREA

SEE NOTE 5

REMOVE ROADWAY PRISM TO NATURAL GROUND, EXCEPT

THE MINIMUM REQUIRED TO SUPPORT THE NEW PATHWAY.

WHERE EXISTING ROADWAY IS REMOVED, CONSTRUCT 3:1

SLOPE FOR EDGE OF NEW TRAIL ACCCORDING TO SHEET D5

REMOVE AND DISPOSE OF ALL EXISTING CULVERTS

FROM ROADWAYS TO BE REMOVED (TYP)

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EXISTING HORSE AND ATV

LOADING STRUCTURE TO

REMAIN UNDISTURBED

END OF EXISTING ASPHALT

REMOVE AND SALVAGE ALL EXISTING FIRE RINGS,

PICNIC TABLES AND UNIT MARKERS SHOWN ON

THIS SHEET (TYP)

SALVAGE ALL BARRIER ROCKS SHOWN ON THIS

SHEET AND REINSTALL AT OTHER LOCATIONS (TYP)

(SEE SHEET D6)

EXISTING ASPHALT

ROAD TO REMAIN

PUMP AND FULLY REMOVE EXISTING

SEWAGE HOLDING TANK. BACKFILL

VOID WITH COMPACTED FILL

EXISTING ROCK OUTCROPPING

SALVAGE EXISTING HANDPUMP. REMOVE CONCRETE PAD

AND TROUGH. ABANDON EXISTING WELL ACCORDING TO

IDAHO DEPARTMENT OF WATER RESOURCES STANDARDS.

EXISTING CASING IS 6" STEEL, DEPTH IS UNKNOWN, BUT IS

BELIEVED TO BE LESS THAN 60 FEET. COORDINATE

CUT-OFF ELEVATION OF CASING WITH PROPOSED

FINISHED GRADE OF NEW PARKING AREA.

STANLEY LAKE

NOTES:

1. NOTES AND LEGEND ON SHEET DE1 APPLY.

2. REMOVE AND SALVAGE THE FOLLOWING:

2.1. HANDPUMPS: 1

2.2. SIGNS: 21

2.3. PROPANE TANK AND REGULATOR: 1

2.4. FIRE RINGS: 9

2.5. PICNIC TABLES: 9

2.6. UNIT MARKERS: 9

3. SALVAGE AND REINSTALL ACCORDING TO "S" SHEETS:

3.1. BARRIER ROCKS: UNKNOWN QUANTITY

4. REMOVE AND DISPOSE OF THE FOLLOWING:

4.1. VAULT TOILETS: 2

4.2. SEWAGE HOLDING TANK: 1

EXISTING TRAIL BETWEEN EXISTING TRAILHEAD

AND HOST SITE TO BE OBLITERATED AND

REHABILITATED BY OTHERS (NOT IN CONTRACT)

SAW CUT EDGE TO MATCH NEW

ROAD EDGE (SEE SHEET C3)

EXISTING ASPHALT ON MAIN

ROAD TO REMAIN IN PLACE

REMOVE AND DISPOSE OF EXISTING RESTROOM.

UNDERGROUND CONCRETE VAULT TO BE PUMPED, FULLY

REMOVED AND THE VOID BACKFILLED WITH COMPACTED FILL

REMOVE AND DISPOSE OF EXISTING RESTROOM.

UNDERGROUND CONCRETE VAULT TO BE PUMPED, FULLY

REMOVED AND THE VOID BACKFILLED WITH COMPACTED FILL

REGRADE AREA AROUND RESTROOM TO NATURAL GRADE.

REMOVE AND DISPOSE OF ALL EXISTING CULVERTS

FROM ROADWAYS TO BE REMOVED (TYP)

RIP AND REGRADE

EXISTING ROADS AND

SPURS TO BE REMOVED.

SEE NOTE 4 ON SHEET DE1

RIP AND REGRADE EXISTING ROADS

AND SPURS TO BE REMOVED. SEE

NOTE 4 ON SHEET DE1.

PLACE EXCESS EXCAVATED

MATERIAL IN THIS AREA TO FILL ROAD

CUT AND MATCH NATURAL GRADE

WETLAND REHABILITATION PERIMETER.

ALL ROADWAYS WITHIN THIS AREA SHALL

BE REMOVED AND REHABILITATED

ACCORDING TO NOTE 4 ON SHEET DE1.

REMOVE AND SALVAGE EXISTING

BULLETIN BOARD. RE-INSTALL AT

LOCATION AS SHOWN ON SHEET

S3 NEXT TO NEW BOAT RAMP

REMOVE AND SALVAGE EXISTING PROPANE STORAGE TANK AND

REGULATOR. COORDINATE WITH SALMON RIVER PROPANE.

OBLITERATE AND REMOVE EXISTING ROADWAYS AND FILL

AREAS DESIGNATED BY A X-HATCH. SEE NOTE 4 ON SHEET DE1.

OBLITERATE AND REMOVE ALL EXISTING ROADWAYS, SPURS AND FILL AREAS

ON THIS SHEET (DESIGNATED BY X-HATCH). SEE NOTE 4 ON SHEET DE1.

FS ROAD 455

REMOVE ROADWAY PRISM TO NATURAL GROUND, EXCEPT

THE MINIMUM REQUIRED TO SUPPORT THE NEW PATHWAY.

WHERE EXISTING ROADWAY IS REMOVED, CONSTRUCT 3:1

SLOPE FOR EDGE OF NEW TRAIL ACCCORDING TO SHEET D5

EXISTING TRAILHEAD PARKING

REMOVE EXISTING ASPHALT

APRON AT INTERSECTION

AND DISPOSE OF IN LANDFILL

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EXISTING COMFORT

STATION TO REMAIN AS-IS

REMOVE CONCRETE PAD AND

TROUGH FROM EXISTING

HANDPUMP. PREPARE FOR

MODIFICATIONS. SEE "S" SHEETS.

REMOVE AND SALVAGE

EXISTING FEE TUBE

AND BULLETIN BOARD.

RELOCATE ACCORDING

TO S-SHEETS AND

COORDINATE WITH

CONTRACTING

OFFICER.

REMOVE ALL EXISTING DIRECTIONAL

SIGNS AT INTERSECTION AND ON

OLD ENTRANCE ROAD (TYP)

REMOVE EXISTING 2-UNIT VAULT COMFORT

STATION (ABOVE GROUND STRUCTURE) AND

DELIVER TO THE STANLEY OFFICE "BONEYARD".

UNDERGROUND CONCRETE VAULT TO BE

PUMPED, FULLY REMOVED AND DISPOSED OF,

AND THE VOID BACKFILLED WITH COMPACTED FILL

STANLEY LAKE

EXISTING ROAD

TO REMAIN

EXISTING ROAD

TO REMAIN

EXISTING HANDPUMP WELL TO

REMAIN AS-IS.

SALVAGE ALL BARRIER ROCKS ON THIS SHEET

THAT CONFLICT WITH NEW ROADWAY. REINSTALL

AT NEW LOCATIONS ACCORDING TO S-SHEETS.

NOTES:

1. NOTES AND LEGEND ON SHEET DE1 APPLY.

2. LAKEVIEW CAMPGROUND:

2.1. REMOVE AND SALVAGE THE FOLLOWING:

2.1.1. SIGNS: 2 (PLUS ONE FROM OVERLOOK ROAD)

2.1.2. BULLETIN BOARDS: 2

2.1.3. FIRE RINGS: 6

2.1.4. PICNIC TABLES: 7 (PLUS 3 ADDITIONAL FROM OVERLOOK DAY-USE)

2.1.5. GATE: 1

2.1.6. EXISTING TOILET BUILDING: 1 (REMOVE AND DISPOSE OF UNDERGROUND VAULT)

2.1.7. UNIT MARKER POSTS: 6

2.2. SALVAGE AND REINSTALL ACCORDING TO S-SHEETS:

2.2.1. BARRIER ROCKS: AS REQUIRED

3. STANLEY LAKE CAMPGROUND (SHOWN ON THIS SHEET) :

3.1. REMOVE AND SALVAGE THE FOLLOWING:

3.1.1. SIGNS: 6

3.1.2. PICNIC TABLES: 8

3.1.3. FIRE RINGS: 8

3.1.4. GATE: 1

3.1.5. UNIT MARKER POSTS: 7

3.2. SALVAGE AND REINSTALL ACCORDING TO S-SHEETS:

3.2.1. FEE TUBE: 1

3.2.2. BULLETIN BOARD: 1

3.2.3. BARRIER ROCKS: AS REQUIRED

LAKEVIEW

CAMPGROUND

STANLEY LAKE

CAMPGROUND

OVERLOOK

RIP AND REGRADE EXISTING

ROADS AND SPURS TO BE

REMOVED AND RESTORE TO

NATIVE TOPOGRAPHY. SEE

NOTE 4 ON SHEET DE1.

REMOVE AND SALVAGE

EXISTING BULLETIN BOARDS

REMOVE EXISTING TRAFFIC SIGN

REMOVE EXISTING TRAFFIC SIGNS

EXISTING INTERPRETIVE

SIGNS TO REMAIN (TYP)

EXISTING TRAFFIC CONTROL

SIGNS TO REMAIN ON

OVERLOOK ROAD (TYP)

REMOVE 2 DAY-USE

PICNIC TABLES

REMOVE DAY-USE

PICNIC TABLE

REMOVE EXISTING

TRAFFIC SIGNS

THIS EXISTING TRAFFIC

SIGN TO REMAIN

RIP AND REGRADE EXISTING

ROADS AND SPURS TO BE

REMOVED. SEE NOTE 4 ON

SHEET DE1.

RIP AND REGRADE EXISTING ROADS

AND SPURS TO BE REMOVED. SEE

NOTE 4 ON SHEET DE1.

RIP AND REGRADE EXISTING

ROADS AND SPURS TO BE

REMOVED. SEE NOTE 4 ON

SHEET DE1.

REHABILITATION OF EXISTING

USER-CREATED TRAILS, AND

CONSTRUCTION OF EROSION CONTROL

STRUCTURES TO BE COMPLETED BY

OTHERS (NOT IN CONTRACT)

EXISTING BULLETIN

BOARD TO REMAIN

EXISTING HANDPUMP WELL TO REMAIN AS-IS.

REMOVE AND SALVAGE

EXISTING GATE AND POSTS

EXISTING TRAIL (TYP)

EXISTING ROAD TO MAINTAIN

14' MINIMUM WIDTH WHERE

PULLOFF IS OBLITERATED

OBLITERATE AND REMOVE EXISTING ROADWAYS AND FILL

AREAS DESIGNATED BY A X-HATCH. SEE NOTE 4 ON SHEET DE1.

PLACE SLASH AND OTHER EXCESS BOULDERS TO DISCOURAGE

TRAVEL ON OBLITERATED ROAD.

REMOVE EXISTING GATE

FS ROAD 455

REMOVE AND SALVAGE ALL EXISTING

FIRE RINGS, PICNIC TABLES AND UNIT

MARKERS SHOWN ON THIS SHEET (TYP)

REMOVE AND SALVAGE ALL EXISTING

FIRE RINGS, PICNIC TABLES AND UNIT

MARKERS SHOWN ON THIS SHEET (TYP)

REMOVE SIGNS

REMOVE

SIGNREMOVE

SIGN

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STANLEY LAKE

NOTES:

1. NOTES AND LEGEND ON SHEET DE1 APPLY.

2. STANLEY LAKE CAMPGROUND (SHOWN ON THIS SHEET) :

2.1. REMOVE AND SALVAGE THE FOLLOWING:

2.1.1. SIGNS: 4

2.1.2. PICNIC TABLES: 13

2.1.3. UNIT MARKER POSTS: 12

2.1.4. FIRE RINGS: 12

2.2. SALVAGE AND REINSTALL ACCORDING TO S-SHEETS:

2.2.1. BARRIER ROCKS: AS REQUIRED

2.2.2. REMOVE AND DISPOSE OF THE FOLLOWING:

2.2.1. VAULT TOILETS: 2

REMOVE AND DISPOSE OF EXISTING RESTROOM.

UNDERGROUND CONCRETE VAULT TO BE PUMPED, FULLY

REMOVED AND THE VOID BACKFILLED WITH COMPACTED FILL

REMOVE AND DISPOSE OF EXISTING RESTROOM.

UNDERGROUND CONCRETE VAULT TO BE PUMPED, FULLY

REMOVED AND THE VOID BACKFILLED WITH COMPACTED FILL

REMOVE AND SALVAGE EXISTING FEE

TUBE AND BULLETIN BOARD.

RELOCATE ACCORDING TO S-SHEETS

THIS EXISTING TRAFFIC

SIGN TO REMAINREMOVE SIGNS

SALVAGE ALL BARRIER ROCKS ON THIS SHEET

THAT CONFLICT WITH NEW ROADWAY. REINSTALL

AT NEW LOCATIONS ACCORDING TO S-SHEETS.

REHABILITATION OF EXISTING

USER-CREATED TRAILS, AND

CONSTRUCTION OF EROSION CONTROL

STRUCTURES TO BE COMPLETED BY

OTHERS (NOT IN CONTRACT)

REMOVE AND SALVAGE EXISTING HANDPUMP. REMOVE CONCRETE PAD AND

TROUGH. ABANDON EXISTING WELL ACCORDING TO IDAHO DEPARTMENT OF

WATER RESOURCES STANDARDS. EXISTING CASING IS 6" STEEL, DEPTH IS

UNKNOWN, BUT IS BELIEVED TO BE LESS THAN 60 FEET.

OBLITERATE AND REMOVE EXISTING ROADWAYS AND FILL

AREAS DESIGNATED BY A X-HATCH. SEE NOTE 4 ON SHEET DE1.

REMOVE EXISTING SIGNS

REMOVE AND SALVAGE ALL EXISTING

FIRE RINGS, PICNIC TABLES AND UNIT

MARKERS SHOWN ON THIS SHEET (TYP)

NEW ELECTRICAL LINE

NEW GAS LINE

NEW FENCE LINE

EXISTING FENCE LINE

NEW OR EXISTING WELL AND HANDPUMP

CREEK

LAKE

WETLAND AREA

EXISTING TRAIL

PROPOSED TRAIL

EXISTING AGGREGATE ROAD

PROPOSED AGGREGATE ROAD

PROPOSED ASPHALT ROAD

PROPOSED CONCRETE SURFACE

MAJOR CONTOUR AND ELEVATION (FEET)

NEW OR EXISTING SIGN

X X

E E

G G

SEE SHEET S2

SEE SHEET S3

SEE SHEET S4

SEE SHEET S5

SEE

SHEET S6

STANLEY LAKE

DAY USE AREA

AND BOAT RAMP

STANLEY LAKE

CAMPGROUND

NOTES:

1. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HANDPUMPS SHALL BE

APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

2. THE LOCATION OF ALL FAMILY UNITS AND TENT PADS SHALL BE STAKED BY THE

CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

CONSTRUCTION. IF POSSIBLE, FAMILY UNITS AND TENT PADS SHALL BE LOCATED TO

AVOID REMOVAL OF TREES.

3. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY

LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR

ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS

RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY

LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED

BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE

CONTRACTING OFFICER.

4. INSTALL THE WATER SYSTEM WELLS ACCORDING TO APPLICABLE FEDERAL, STATE AND

LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

5. WELL LOCATION WILL BE STAKED BY THE CONTRACTING OFFICER.

6. HARVEST TOPSOIL FROM AREAS OF NEW CONSTRUCTION ACCORDING TO THE

SPECIFICATIONS AND REUSE TO REVEGETATE DISTURBED AREAS.

7. SEE "C" SHEETS FOR ROADWAY DESIGN, INCLUDING CULVERTS.

8. SEE "P" SHEETS FOR PATHWAY DESIGN, INCLUDING CULVERTS.

9. SEE SHEET D17 FOR SIGN TABLE AND DETAILS.

10. TREE CUTTING IS NOT ALLOWED FROM MAY 15 TO AUGUST 15 DUE TO BIRD NESTING AND

MIGRATING PERIOD.

11. ALL CAMPSITE SPURS TO HAVE AGGREGATE SURFACE.

EXISTING LAKEVIEW CAMPGROUND

EXISTING OVERLOOK EXISTING STANLEY LAKE CAMPGROUND

EXISTING BOAT RAMP AND

STANLEY LAKE INLET

CAMPGROUND AND BEACH AREA

EXISTING STANLEY LAKE

INLET CAMPGROUND

EXISTING TRAILHEAD

NEW CAMPGROUND EXPANSION

NEW SHORELINE TRAIL ALIGNMENT

PREFERRED WATER

DRAFTING SITE

TIMBER FROM CLEARING AND GRUBBING OPERATIONS SHALL BE DECKED HERE.

OTHER SLASH AND MATERIAL SUITABLE FOR "MULCH" OR "FOREST DEBRIS" SHALL

BE STAGED HERE UNTIL PLACED IN REHABILITATED AREAS ACCORDING TO

SECTION 022340 "REMOVAL OF EXISTING ROADWAYS AND OTHER FILL AREAS."

REMOVE BARRIER ROCKS AS NECESSARY TO

ACCESS NATIVE SURFACE ROAD. REPLACE

BARRIER ROCKS WHEN WORK IS COMPLETE.

FS ROAD 455

FS ROAD 649

TO ELK MOUNTAIN

TO HWY 21

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1- S6

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1. NOTES AND LEGEND ON SHEET S1 APPLY.

EXISTING SHORELINE BEACH

AREA TO REMAIN UNDISTURBED

CONNECT 4' WIDE NATIVE

SURFACE PATHWAY TO

EXISTING TRAIL

CONSTRUCT 5' WIDE TURNPIKE

PATHWAY, SEE "P" SHEETS

LAKESHORE TRAIL

CONSTRUCT 4' WIDE NATIVE SURFACE

PATHWAY, SEE "P" SHEETS

LAKESHORE TRAIL

CONSTRUCT 6' WIDE BOARDWALK

PATHWAY (SEE P SHEETS)

PREFERRED WATER

DRAFTING SITE

EXISTING TRAIL

CREEK

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1- S6

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1. NOTES AND LEGEND ON SHEET S1 APPLY.

2. BARRIER ROCKS SHALL BE SALVAGED FROM THE PROJECT SITE OR

GOVERNMENT FURNISHED AND CONTRACTOR INSTALLED. INSTALL IN

LOCATIONS AS SHOWN ON THIS SHEET.

3. SEE SHEET D17 FOR SIGNS IDENTIFIED ON THIS SHEET.

4. CONSTRUCT EARTHEN SCREEN BERM PER THE DETAIL AS SHOWN ON

SHEET C2 THEN FINE GRADE THE BERM TO A MORE NATURAL

APPEARANCE BY ADDING SCALLOPS, UNDULATIONS AND ROLLING

TERRAIN WITH HEIGHT VARIATIONS.

CONSTRUCT 23-STALL

TRAILHEAD PARKING AREA

WITH AGGREGATE SURFACE

(SEE C SHEETS)

EXISTING HORSE LOADING

STRUCTURE TO REMAIN

UNDISTURBED END OF EXISTING ASPHALT ROAD.

BEGIN NEW AGGREGATE ROAD

AND PARKING AREA

LAKESHORE TRAIL

CONSTRUCT 6' WIDE AGGREGATE

PATHWAY, SEE "P" SHEETS

INSTALL NEW CONCRETE BOAT RAMP

AND FLOATING DOCK (SEE "C" SHEETS)

CONSTRUCT NEW ASPHALT

LOADING/UNLOADING AREA

(SEE "C" SHEETS)

EXISTING ASPHALT ROAD

REINSTALL BARRIER ROCKS IN THE

LOCATIONS SHOWN (TYP)

(SEE SHEET D6)

INSTALL 6' CURB

STOP (TYP)(SEE

SHEET D6)

INSTALL

SIGN #1

INSTALL CULVERT (TYP)

SEE "C" SHEETS

INSTALL 2-UNIT VAULT COMFORT

STATION (SEE SHEET D18)

STANLEY LAKE

CONSTRUCT 5-STALL BOAT

TRAILER PARKING AREA.

SURFACE SHALL BE ASPHALT

WITH CHIP SEAL. SEE "C" SHEETS

CONSTRUCT EARTHEN

SCREEN BERM

(SEE C SHEETS AND NOTE #4)

CONSTRUCT HORSE TRAILER

PARKING AREA (5-STALLS) WITH

AGGREGATE SURFACE

(SEE C SHEETS)

INSTALL MINOR SITE ID SIGN #MS2

(SEE SHEET D16)

INSTALL SIGN #1

LAKESHORE TRAIL

CONSTRUCT 4' WIDE AGGREGATE PATHWAY

(TYP), SEE "P" SHEETS

CONSTRUCT THREE-PANEL

BULLETIN BOARD (SEE SHEET D12)

INSTALL SALVAGED BULLETIN BOARD

(FROM SHEET DE3), ACCORDING TO

DETAIL ON SHEET D10

CONSTRUCT DAY-USE FAMILY UNIT

PICNIC SITE (TYP) (SEE SHEET D1)

INSTALL 2-UNIT VAULT COMFORT STATION

(SEE SHEET D18)

EXISTING ROCK OUTCROPPING

CONSTRUCT SINGLE-PANEL

BULLETIN BOARD

(SEE SHEET D10)

LAKESHORE TRAIL

CONSTRUCT 5' WIDE TURNPIKE

PATHWAY, SEE "P" SHEETS

INSTALL SIGN #1

INSTALL SIGN #6

INSTALL MINOR SITE ID SIGN #MS3

(SEE SHEET D16)

HIGH WATER LINE

CONSTRUCT

AGGREGATE

SURFACE ROAD

AND PARKING

AREA

CONSTRUCT 4' WIDE NATIVE SURFACE PATH (TYP)

(SEE "P" SHEETS, SHEET D5)

INSTALL SIGN #6

CROSSWALK PAINT

HATCHING (SEE SHEET D6)

CONSTRUCT PULLOUT

FOR ACCESS TO LOADING

STRUCTURE (15-MIN

PARKING ONLY)

LAKESHORE TRAIL

CONSTRUCT 6' WIDE BOARDWALK

PATHWAY (SEE P SHEETS)

CONSTRUCT VAN-ACCESSIBLE PARKING

STALL WITH ADA SYMBOL AND LINESTRIPINGCONSTRUCT ASPHALT

ENTRANCE ROAD

WITH CHIP SEAL

CONSTRUCT 25-STALL DAY-USE

PARKING AREA WITH AGGREGATE

SURFACE, SEE "C" SHEETS INSTALL LINE STRIPING FOR BOAT

TRAILER PARKING SPACES (TYP)

LAKESHORE TRAIL

CONSTRUCT 4' WIDE AGGREGATE

PATHWAY, SEE "P" SHEETS

FS ROAD 455

FS ROAD 649

INSTALL SIGN #16

INSTALL SIGN #19

INSTALL SIGN #20

INSTALL SIGN #12

INSTALL SIGN #27

INSTALL SIGN #22

INSTALL SIGN #20

INSTALL SIGN #14

INSTALL SIGN #2

INSTALL SIGN #17

INSTALL SIGN #21

INSTALL

SIGN #30

INSTALL SIGN #7

INSTALL SIGN #18

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \0

5_ S

1- S6

.S ta nl ey

.S ite

P la n.

dw g, 4/

EXISTING ASPHALT ROAD

1. NOTES AND LEGEND ON SHEET S1 APPLY.

STANLEY LAKE

CONSTRUCT 5' WIDE TURNPIKE

PATHWAY, SEE "P" SHEETS

CONSTRUCT 5' WIDE TURNPIKE

PATHWAY, SEE "P" SHEETS

LAKESHORE TRAIL

CONSTRUCT 6' WIDE BOARDWALK

PATHWAY (SEE P SHEETS)

LAKESHORE TRAIL

CONSTRUCT 4' WIDE AGGREGATE PATHWAY

(TYP), SEE "P" SHEETS

FS ROAD 455

INSTALL NEW CULVERTS

(TYP), SEE "C" SHEETS

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \0

5_ S

1- S6

.S ta nl ey

.S ite

P la n.

dw g, 4/

EXISTING

COMFORT STATION

(TO REMAIN)

REGRADE ALL EXISTING AGGREGATE ROADS, PARKING

AND CAMP SPURS ON THIS SHEET (TYP). CREATE

SMOOTH SURFACE WITH 2% CROSS SLOPE OR CROWN

FOR DRAINAGE. BLEND TO MATCH NEW ROADWAYS.

MODIFY EXISTING WELL ACCORDING TO SHEET

C17: EXTEND 6" STEEL CASING TO 18" HEIGHT.

INSTALL NEW CONCRETE PAD, TROUGH, AND

SUMP. INSTALL NEW HANDPUMP.

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

2. FOR ALL NEW AND EXISTING CAMPSITES: CONSTRUCT NEW FAMILY UNITS (AGGREGATE PAD, PICNIC

TABLES, AND FIRE RINGS), CONSTRUCT NEW TENT PADS AND INSTALL NEW UNIT MARKERS. INSTALL FAMILY UNITS AND TENT PADS IN LOCATIONS APPROVED BY THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

3. FOR SPURS 1, 2, 7, 8, 10, AND 12, THE EXISTING PARKING SPUR IS TO REMAIN IN PLACE. ALL OTHER

EXISTING PARKING SPURS ARE TO BE RECONSTRUCTED.

4. BARRIER ROCKS SHALL BE SALVAGED FROM PROJECT SITE OR GOVERNMENT FURNISHED AND

CONTRACTOR INSTALLED. INSTALL IN LOCATIONS SHOWN ON THIS SHEET.

5. SALVAGED FEE TUBE SHALL BE INSTALLED AT LOCATION SHOWN ON THIS SHEET. INSTALL LEVEL AND

PLUMB AND BACKFILL AROUND CONCRETE FOOTING IN 6 INCH LIFTS AND COMPACT.

6. UNIT MARKERS SHALL CORRELATE TO THE NUMBERS SHOWN ON THE DRAWINGS.

7. SEE SHEET D17 FOR SIGNS IDENTIFIED ON THIS SHEET.

CONSTRUCT NEW DAY-USE

PICNIC SITES (SEE SHEET D1)

INSTALL 2-UNIT GOVERNMENT-FURNISHED VAULT

COMFORT STATION. CONTRACTOR SHALL TRANSPORT

FROM STANLEY, ID BONEYARD TO PROJECT SITE

(SEE SHEET D18)

STANLEY LAKE

CONSTRUCT NEW 4-STALL

PARKING AREA WITH

AGGREGATE SURFACE

(SEE C SHEETS)

INSTALL 6' CURB STOP (TYP)

(SEE SHEET D6)

EXISTING ROAD

(TO REMAIN)

INSTALL

SIGN #4

INSTALL BARRIER ROCKS (TYP)

(SEE SHEET D6)

INSTALL UNIT MARKER (TYP)

(SEE SHEET D7)

CONSTRUCT

ACCESSIBLE 4'

WIDE AGGREGATE

PATH (TYP)

(SEE SHEET D5)

CONSTRUCT NEW TENT PAD (TYP)

(SEE SHEET D4)

INSTALL SOLAR ARRAY AND POLE NO

CLOSER THAN 5 FEET FROM THE

EDGE OF ROAD (SEE SHEET E1)

INSTALL UNDERGROUND

ELECTRICAL LINE

(SEE SHEET E1)

INSTALL HOST

POWER FOR

BATTERY

CHARGING

(SEE SHEET E1)

CONSTRUCT DUMPSTER

PADS, RECYCLE CENTER

AND AGGREGATE ROAD

TURNAROUND

(SEE SHEET D8)

CONSTRUCT HOST UNIT

WITH UTILITY CONNECTIONS

(SEE SHEETS D19 AND C13)

INSTALL

SIGN #8

SIGN #6

INSTALL

SIGN #12

CONSTRUCT PULLOUT WITH 3-PANEL

BULLETIN BOARD (SEE SHEETS D12 & D13)

INSTALL SALVAGED FEE TUBE (FROM

SHEET DE4) HERE AT LOCATION STAKED

BY THE CONTRACTING OFFICER

INSTALL

SIGN #1

INSTALL MINOR

SITE I.D. SIGN #MS1

(SEE SHEET D16)

INSTALL

SIGN #12

INSTALL

SIGN #1

INSTALL

SIGN #1

CONSTRUCT RAILING (TYP)

(SEE SHEET D4). CONNECT TO

EXISTING RAILING TO CREATE

CONTINOUS BARRIER

INSTALL

SIGN #31

INSTALL SIGN #25

INSTALL

SIGN #12

INSTALL 32' GATE

(SEE SHEET D14)

INSTALL

SIGN #1

INSTALL 32' GATE

(SEE SHEET D14)

INSTALL

SIGN #1

INSTALL SIGN #10

INSTALL SIGN #4

INSTALL

SIGN #23

LAKESHORE TRAIL

CONSTRUCT 4' WIDE NATIVE SURFACE

PATHWAY, SEE "P" SHEETS

LAKESHORE TRAIL

CONSTRUCT 4' WIDE

AGGREGATE PATHWAY

(TYP), SEE "P" SHEETS

END AGGREGATE

PATH AT JUNCTION

NEW

ROAD

EDGE

CONSTRUCT

AGGREGATE

PULLOUT

(SEE SHEET C13)

CONSTRUCT 4' WIDE

NATIVE SURFACE PATH

INSTALL ASPHALT APRON WITH

CHIP SEAL AT INTERSECTION

SEE "C" SHEETS

INSTALL AGGREGATE

SURFACE ROADWAY (TYP)

INSTALL BARRIER ROCKS

TO BLOCK VEHICLES ON

REHABILITATED ROAD

INSTALL

BARRIER

ROCKS

(TYP)

INSTALL SIGN #26

INSTALL SIGN #18

INSTALL SIGN #2

INSTALL SIGN #14

INSTALL

SIGN #11

INSTALL

SIGN #14

SIGN #2

INSTALL SIGN #18

INSTALL

SIGN #15

INSTALL SIGN #28

INSTALL

SIGN #24

INSTALL

SIGN #15

INSTALL

SIGN #18

INSTALL SIGN #9

INSTALL SIGN #13

INSTALL SIGN #5

INSTALL SIGN #3

INSTALL

SIGN #29

FS ROAD 455

CONSTRUCT

PULLOUT, SEE

SHEET C13

INSTALL SIGN #4

CONSTRUCT DOUBLE FAMILY UNIT, TYP

(SEE SHEET D1)

CONSTRUCT SINGLE SPUR WITH SINGLE

FAMILY UNIT, TYP (SEE SHEET D1)

CONSTRUCT DOUBLE SPUR,

WITH DOUBLE FAMILY UNIT,

TYP (SEE SHEET D1)

CONSTRUCT NEW 6-STALL

PARKING AREA WITH

AGGREGATE SURFACE

(SEE C SHEETS)

CONSTRUCT SINGLE SPUR

WITH SINGLE FAMILY UNIT,

TYP (SEE SHEET D1)

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \0

5_ S

1- S6

.S ta nl ey

.S ite

P la n.

dw g, 4/

:3 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \0

5_ S

1- S6

.S ta nl ey

.S ite

P la n.

dw g, 4/

SEE SHEET S5 FOR

WORK IN THIS AREA

INSTALL 2-UNIT VAULT

COMFORT STATION

(SEE SHEET D18)

CONSTRUCT DOUBLE SPUR, AND DOUBLE

FAMILY UNIT, TYP (SEE SHEET D1 AND C13)

INSTALL UNIT MARKER (TYP)

(SEE SHEET D7)

STANLEY LAKE

INSTALL NEW 2-UNIT VAULT

COMFORT STATION (SEE SHEET D18)

INSTALL 32' WIDE GATE

(SEE SHEET D14)

CONSTRUCT 4' WIDE AGGREGATE SURFACE PATH (TYP)

(SEE SHEET D5)

INSTALL BARRIER ROCKS

(TYP) (SEE SHEET D6)

INSTALL 2-UNIT VAULT COMFORT

STATION WITH PULLOUT

(SEE SHEET D18)

INSTALL NEW 2-UNIT VAULT

COMFORT STATION WITH PULLOUT

(SEE SHEET D18)

CONSTRUCT SINGLE SPUR WITH

SINGLE FAMILY UNIT, TYP

(SEE SHEET D1 AND C13)

CONSTRUCT 5-STALL

OVERFLOW PARKING AREA

WITH AGGREGATE SURFACE

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

2. FOR ALL NEW AND EXISTING CAMPSITES: CONSTRUCT NEW FAMILY UNITS

(AGGREGATE PAD, PICNIC TABLES, AND FIRE RINGS), CONSTRUCT NEW TENT PADS

AND INSTALL NEW UNIT MARKERS. INSTALL FAMILY UNITS AND TENT PADS IN

LOCATIONS APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

3. FOR SPURS 14-24, THE EXISTING PARKING SPUR IS TO REMAIN IN PLACE.

4. BARRIER ROCKS SHALL BE SALVAGED FROM PROJECT SITE OR GOVERNMENT

FURNISHED AND CONTRACTOR INSTALLED. INSTALL IN LOCATIONS SHOWN ON THIS

SHEET.

5. NEW UNIT MARKERS SHALL CORRELATE TO THE NUMBERS SHOWN ON THE

DRAWINGS.

6. SEE SHEET D17 FOR SIGNS IDENTIFIED ON THIS SHEET.

CONSTRUCT NEW TENT PAD (TYP)

(SEE SHEET D4)

INSTALL SIGN #6

CONSTRUCT ROCKERY

RETAINING WALL (TYP)

(SEE SHEET D9)

INSTALL

SIGN #12

INSTALL

SIGN #12

INSTALL SIGN #12

INSTALL

SIGN #4

FUTURE NATURAL LOGWORM

FENCE TO BE CONSTRUCTED BY

OTHERS (NOT IN CONTRACT)

INSTALL SIGN #14

INSTALL SIGN #12

INSTALL

SIGN #12

LAKESHORE TRAIL

CONSTRUCT 4' WIDE NATIVE SURFACE

PATHWAY, SEE "P" SHEETS

LAKESHORE TRAIL CONNECTOR

CONSTRUCT 4' WIDE NATIVE SURFACE

PATHWAY, SEE "P" SHEETS

CONSTRUCT AGGREGATE

PULLOUT (SEE SHEET C13)

INSTALL NEW WELL, CONCRETE PAD AND

HANDPUMP, SEE DETAILS ON SHEETS C16

AND C17. CONSTRUCT 8' X 5' PATHWAY

FROM PULLOUT TO HANDPUMP PAD.

CONSTRUCT AGGREGATE

PULLOUT, TYP (SEE SHEET C13)

REGRADE ALL EXISTING AGGREGATE ROADS, PARKING

AND CAMP SPURS ON THIS SHEET (TYP). CREATE

SMOOTH SURFACE WITH 2% CROSS SLOPE OR CROWN

FOR DRAINAGE. BLEND TO MATCH NEW ROADWAYS.

SEE SHEET S5 FOR

THESE SIGN #'S

INSTALL SIGN #18

INSTALL SIGN #2

CONSTRUCT DOUBLE FAMILY

UNIT, TYP (SEE SHEET D1)

CONSTRUCT SINGLE FAMILY UNIT, TYP

(SEE SHEET D1)

CONSTRUCT NEW

AGGREGATE SURFACE

ROAD (SEE "C" SHEETS)

INSTALL NEW UNIT MARKER (TYP)

aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_f am ily

_u ni ts _a gg _p ad s.

dw g, 4/ 6/

:2 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_w oo d_ pl an k_ ta bl e_ em be dd ed

.d w g, 4/

:4 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_m et al

_f ire

_r in g_ fo r_ fa m ily

_u ni ts .d w g, 4/ 6/

:0 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_t en t.p ad .o ve rlo ok .ra ilin g.

dw g, 4/ 6/

:2 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_p at hs

_a nd

_p at h pu llo ut

.d w g, 4/

:4 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_b ar rie r.r oc ks .w he el

.s to p.

ar ro w

.d w g, 4/

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_f ee .tu be .u ni t.m ar ke r.d et ai ls

.d w g, 4/

:1 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_d um ps te r_ pa d.

dw g, 4/ 6/

:3 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_r oc ke ry .re t.w al l.d w g, 4/

:5 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

-p an el _b ul le tin _b oa rd

_a .d w g, 4/ 6/

:1 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

-p an el _b ul le tin _b oa rd

_B _t ur np ik e_ pa th

.d w g, 4/

:3 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

-p an el _b ul le tin _b oa rd

_a .d w g, 4/ 6/

:5 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

-p an el _b ul le tin _b oa rd

_b .d w g, 4/ 6/

:0 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_g at e.

fa br ic at io n.

dw g, 4/ 6/

:2 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_g at e.

in st al la tio n.

dw g, 4/ 6/

CAMPGROUND

Stanley Lake

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_s ite _i de nt ifi ca tio n_ m in or .d w g, 4/ 6/

:0 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_S ta nl ey La ke .S ig ns

.d w g, 4/

:2 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

_r es tro om _v au lt_ de na li_ m od ifi ed .d w g, 4/ 6/

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

.S ta nl ey .H os tU ni tU til ity

La yo ut .d w g, 4/ 6/

PLAN VIEW

SECTION A-A

-IN

C H

84 INCHES

-IN

C H

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

.S ta nl ey .H os tP ro pa ne Ta nk .d w g, 4/ 6/

:2 aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \D

.S ta nl ey .H os tS ew er

H ol di ng

Ta nk

.d w g, 4/

NEW ELECTRICAL LINE

NEW FENCE LINE

EXISTING FENCE LINE

NEW OR EXISTING WELL AND HANDPUMP

CREEK

LAKE

WETLAND AREA

EXISTING TRAIL

PROPOSED TRAIL

EXISTING AGGREGATE ROAD

PROPOSED AGGREGATE ROAD

PROPOSED ASPHALT ROAD

PROPOSED CONCRETE SURFACE

MAJOR CONTOUR AND ELEVATION (FEET)

NEW OR EXISTING SIGN

E POINT TABLE

POINT

NORTHING

941764.97

942579.10

942453.02

942475.96

943084.35

943115.96

942397.21

943531.10

942681.88

942463.91

EASTING

1361047.67

1361798.47

1361654.34

1361344.57

1365353.48

1365108.80

1362117.14

1363896.83

1364762.47

1362155.48

ELEV.

6469.06

6496.43

6507.06

6494.99

6472.94

6479.33

6488.67

6500.76

6492.39

6491.55

DESCRIPTION

CONTROL

CONTROL NAIL

CONTROL

SHEET C2

SHEET C4

SHEET C3

SHEET C5

SHEET C11

SHEET C6

SHEET C8

SHEET C9

SHEET C11

SHEET C10

NOTES:

1. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

2. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE

FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY

THE CONTRACTING OFFICER.

3. CLEARING LIMITS SHALL BE ACCORDING TO SPECIFICATION 311000. CONTRACTOR SHALL CONFINE ALL OPERATIONS AND

ACTIVITIES TO WITHIN THE CLEARING LIMITS.

4. SALVAGE TOP SOIL ACCORDING TO SPECIFICATION SECTION 312100 AND REUSE ON SITE. 2:1 CUT SLOPES SHALL RECEIVE 2"

MINIMUM TOP SOIL TO AID IN REVEGETATION.

5. SEE SHEET C15 FOR CULVERT INSTALLATION DETAILS, INCLUDING TABLE WITH SIZES AND OTHER REQUIREMENTS.

6. SEE "S" SHEETS FOR SIGN LOCATIONS AND SHEET D17 FOR SIGN DETAILS.

7. THE CONTRACTOR SHALL GRADE AND RESHAPE ALL EXISTING ROADWAYS, SPURS AND PULLOUTS THAT ARE DESIGNATED TO

REMAIN WITHIN THE EXISTING STANLEY LAKE CAMPGROUND, LAKEVIEW CAMPGROUND AND OVERLOOK, INCLUDING ACCESS ROADS. GRADING METHODS AND SLOPE SHAPE/DIRECTION SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO STARTING THE WORK. ENSURE ADEQUATE MOISTURE IS AVAILABLE. AFTER GRADING, ALL AREAS SHALL BE SLOPED FOR PROPER DRAINAGE (2% PREFERRED). POTHOLES AND OTHER IRREGULARITIES SHALL BE REMOVED (INCLUDING WINDROWS) AND THE

COMPLETED ROAD SHALL HAVE A SMOOTH, CONTINUOUS SURFACE.

8. TREE CUTTING IS NOT ALLOWED FROM MAY 15 TO AUGUST 15 DUE TO BIRD NESTING AND MIGRATING PERIOD.

9. BLEND ROADWAYS WHEREVER INTERSECTIONS OCCUR. WHERE CROSS SLOPES CHANGE, TRANSITION ROAD CROSS SLOPE AND

SHAPE GRADUALLY OVER 50 FEET.

10. CONSTRUCTION POINTS:

10.1. ALL POINTS ARE FINISHED GRADE.

10.2. POINT DEFINITIONS:

10.2.1. "CL" = ROAD CENTERLINE

10.2.2. "EOR" = EDGE OF ROAD

10.2.3. "SPUR CL" = SPUR CENTERLINE

10.2.4. "FG" = FINISHED GRADE

10.2.5. "FFE" = FINISHED FLOOR ELEVATION

STANLEY LAKE

NEW BOAT RAMP

NEW DAY USE PARKING

NEW TRAILHEAD

EXISTING BEACH AREA

LAKESHORE TRAIL

EXISTING LAKEVIEW CAMPGROUND

EXISTING OVERLOOK

EXISTING STANLEY LAKE CAMPGROUND

NEW CAMPGROUND ROAD AND SPURS

NEW DUMPSTER STATION

NEW ENTRANCE ROAD

LAKESHORE TRAIL

TO ELK MOUNTAIN

AND TRAIL SYSTEM

FS ROAD 455

FS ROAD 649

TO HWY 21

DAY USE AREA

AND BOAT RAMP

STANLEY LAKE

CAMPGROUND

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

0+00 1+00 2+00 3+00 4+00 4+36

0+00 1+00 2+00 3+00 3+90

0+00 1+00 1+85

TRAILHEAD PARKING PROFILE

SCALE: 1:50 H, 1:10 V

TRAILHEAD ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

AGGREGATE SURFACE, CROSS SLOPE: 2% LEFT

AGGREGATE SURFACE, CROSS SLOPE: 2% RIGHT

-50.0% 33.3%

2.0% 33 .3

% -33.3%

-2.0%

-33.3%

-2.0%

TRAILHEAD SECTION A-A PROFILE

SCALE: 1:50 H, 1:10 V

TRAILHEAD

ROAD BERM TRAILHEAD

PARKING

TRAIL

0.5%

STA = 0+00.0

ELEV = 6486.86

STA = 1+78.0

ELEV = 6487.75

BOTTOM OF DITCH PROFILE

-0.5%

STA = 2+05.0

ELEV = 6487.37

STA = 3+82.0

ELEV = 6486.48

BOTTOM OF DITCH PROFILE

-2.5% 2.8%

0.0% 0.7%

STA = 0+00.0

ELEV = 6489.68 STA = 2+00.0

ELEV = 6487.80

STA = 3+89.2

ELEV = 6490.72

LVC: 30.00

B V

C S

:0 +6

B V

C E

E V

C S

:0 +9

E V

C E

LVC: 30.00

B V

C S

:3 +0

B V

C E

E V

C S

:3 +3

E V

C E

0.0% 0.7% 0.4%

STA = 0+00.0

ELEV = 6489.33

STA = 1+90.0

ELEV = 6489.33

STA = 3+47.5

ELEV = 6490.48

STA = 4+36.2

ELEV = 6490.85

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

POINT TABLE

POINT

NORTHING

942352.80

942306.57

942316.56

942277.17

942237.78

942219.82

942357.23

942314.06

942261.69

942150.31

942379.09

942335.87

942368.17

942234.79

942232.76

942337.31

942306.00

942226.41

942161.23

942248.86

942274.43

942173.25

942325.50

942244.56

942318.94

942204.23

EASTING

1361012.42

1361061.28

1361077.34

1361187.30

1361297.25

1361303.41

1361104.26

1361224.76

1361385.64

1361375.34

1361035.53

1360921.44

1361024.80

1361437.00

1361336.08

1361044.25

1361072.33

1361294.51

1361283.86

1361039.12

1361027.03

1361309.45

1361077.20

1361303.14

1361021.73

1361341.80

ELEV.

6489.55

6491.19

6491.60

6492.41

6492.00

6488.81

6488.93

6486.48

6484.12

6486.86

6484.25

0.00

6490.71

6489.68

6488.57

6489.36

6488.18

6487.35

6487.93

6488.81

6489.60

6490.42

6488.79

6489.77

DESCRIPTION

CONTROL

EOR

CULVERT INVERT

EOR

CURVE TABLE

CURVE

RADIUS

(FT)

LENGTH

(FT)

52.84

67.44

13.23

54.98

DELTA

10°05'29"

12°52'50"

3°47'24"

90°00'00"

TANGENT

(FT)

26.49

33.86

6.62

35.00

START POINT

(NORTHING, EASTING)

942352.99, 1361051.31

942257.48, 1361304.13

942236.24, 1361418.04

942318.48, 1361037.50

942192.78, 1361284.59

END POINT

(NORTHING, EASTING)

942330.89, 1361099.23

942242.03, 1361369.63

942235.10, 1361431.22

942273.73, 1361058.65

942213.93, 1361329.34

DAYLIGHT CUT LINE (TYP)

DAYLIGHT FILL

LINE (TYP)

CONSTRUCT DITCH (TYP)

TRAILHEAD ROAD

ALIGNEMENT

TRAILHEAD PARKING ALIGNMENT

CONSTRUCT 16' X 20' ACCESSIBLE PARKING

STALL (MAXIMUM 2% SLOPE IN ANY DIRECTION)

AND VAN ACCESSIBLE SIGN

STRIPING SHOWN FOR CLARITY.

DO NOT INSTALL LINE STRIPING

ON AGGREGATE SURFACES.

INSTALL 6' CURB STOPS (TYP)

DO NOT DISTURB LOADING STRUCTURE.

CONSTRUCT PULLOUT IN MANNER THAT LOADING

STRUCTURE CAN CONTINUE TO BE USED. DO

NOT INSTALL DITCH AROUND STRUCTURE OR

WITHIN 10 FEET OF THE STRUCTURE.

INSTALL CULVERT #1

TO ELK MOUNTAIN

AND TRAIL SYSTEM

CONSTRUCT BERM TO

SEPARATE PARALLEL PARKING

STALLS (TYP), MOUND NATIVE

SOIL 1-2' IN ELEVATION ABOVE

TOP OF AGGREGATE

BLEND NEW ROAD TO MATCH

EXISTING EDGE OF ASPHALT ROAD

BLEND NEW ROAD TO MATCH EXISTING ROAD

DITCH FLOW DIRECTION (TYP)

R35' R35'

R20'

10'

20'

50'

65'

39' 25'

30'

R2'

R40'

R20'

R 10'

20'

2%2%

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. DITCHES SHALL BE CONSTRUCTED WITH A

MINIMUM GRADE OF 0.5%. SEE DETAIL ON

SHEET C12.

3. APPROX. 890 CY EXC. AND 820 CY EMB. FOR

WORK SHOWN ON THIS SHEET.

INSTALL CULVERT #2

CONSTRUCT DITCH (TYP)

REPAIR EXISTING ROAD TO MATCH EXISTING

CONDITION AFTER CULVERT INSTALLATION

CONSTRUCT RAISED BERM

R20'

R300'

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

0+00 1+00 2+002+10

0+00 1+00 2+00 2+65

6469' DHWL (DESIGN

HIGH WATER LEVEL)

6464' DLWL (DESIGN

LOW WATER LEVEL)

DAY USE ENTRANCE ROAD PROFILE

SCALE: 1:50 H, 1:10 V

TOP OF TRAVELWAY (TYP)

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

EXISTING GROUND (TYP)

6465' OWL (ORDINARY

WATER LEVEL)

-2.0%

-12.0%

STA = 0+00.0

ELEV = 6475.61 STA = 1+46.4

ELEV = 6467.18

STA = 1+98.1

ELEV = 6461.00

LVC: 20.00

B V

C S

:0 +8

B V

C E

E V

C S

:1 +0

E V

C E

CAST-IN-PLACE

CONCRETE

SEE SHEET C4 FOR PLAN VIEW OF BOAT RAMP

ASPHALT SURFACE

WITH CHIP SEAL

TRANSITION FROM ASPHALT TO CONCRETE

AT BEGINNING OF VERTICAL CURVE

PRECAST

CONCRETE

PLANKS

(13 REQ.)

CLASS 700 RIPRAP

BOAT RAMP PROFILE

SCALE: 1:50 H, 1:10 V

24' WIDE, ASPHALT SURFACE WITH CHIP SEAL, CROSS SLOPE: 2% RIGHT

CROSS SLOPE: 0%

-2.0%

-9.1%

-2.0%

STA = 0+00.0

ELEV = 6490.43

STA = 2+65.0

ELEV = 6473.41

LVC: 50.00

B V

C S

:0 +2

B V

C E

E V

C S

:0 +7

E V

C E

LVC: 50.00

B V

C S

:1 +9

B V

C E

E V

C S

:2 +4

E V

C E

DITCH RIGHT

APPROX. EXC. 360 CY

APPROX. EMB. 350 CY

APPROX. EXC. 270 CY

APPROX. EMB. 80 CY

CURVE TABLE

CURVE

RADIUS

(FT)

LENGTH

(FT)

66.49

89.95

DELTA

63°29'38"

85°53'53"

TANGENT

(FT)

37.12

55.85

START POINT

(NORTHING, EASTING)

942179.38, 1361492.68

942109.24, 1361426.34

END POINT

(NORTHING, EASTING)

942125.71, 1361459.42

942032.70, 1361397.59

POINT TABLE

POINT

NORTHING

942220.50

942004.47

EASTING

1361492.71

1361409.21

ELEV.

0.00

DESCRIPTION

DAY USE ROAD ALIGNMENT

(SEE SHEET C4)

DAY USE ENTRANCE ROAD ALIGNMENT

R60

24'

R40'

R40

R2 5'

R32'

BLEND END OF ROAD

TO MATCH EXISTING

ASPHALT ROADWAY

BLEND TO MATCH

ASPHALT SURFACE

WITH CHIP SEAL

SURFACING

DAYLIGHT CUT LINE (TYP)

DAYLIGHT FILL LINE (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

INSTALL CULVERT #3CONSTRUCT DITCH (TYP)

CONSTRUCT SO BOTH FLOW

TOWARD CULVERT

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

0+00 1+00 2+00 3+00 4+00 5+00 6+006+10

TOP OF TRAVELWAY (TYP)

INTERSECT ROAD

CENTERLINE

INTERSECT ROAD CENTERLINE

DAY USE ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

PARKING AREA, BOTH SIDES INTERSECTION LEFT BOAT RAMP PARKING AREA

24' WIDE, ASPHALT SURFACE WITH CHIP SEAL, CROSS SLOPE: 2% RIGHT24' WIDE, AGGREGATE SURFACE, CROSS SLOPE: 2% RIGHT

2.3% 0.0%

-5.2% 0.0%

0.0%

STA = 0+00.0

ELEV = 6473.17

STA = 6+06.4

ELEV = 6474.10

7 LVC: 30.00

B V

C S

:5 +5

B V

C E

E V

C S

:5 +8

E V

C E

LVC: 50.00

B V

C S

:3 +6

B V

C E

E V

C S

:4 +1

E V

C E

LVC: 50.00

B V

C S

:2 +4

B V

C E

E V

C S

:2 +9

E V

C E

APPROX. EXC. 1960 CY

APPROX. EMB. 790 CY

CURVE TABLE

CURVE

RADIUS

(FT)

LENGTH

(FT)

157.72

79.24

DELTA

45°11'02"

45°24'07"

TANGENT

(FT)

83.22

41.83

START POINT

(NORTHING, EASTING)

941980.17, 1361364.79

942057.89, 1361497.35

END POINT

(NORTHING, EASTING)

942057.89, 1361497.35

942096.80, 1361564.01

POINT TABLE

POINT

NORTHING

942023.80

942088.02

942087.96

941959.67

942125.56

941993.90

942009.62

941948.48

EASTING

1361590.84

1361592.58

1361282.88

1361214.92

1361780.33

1361225.38

1361340.31

1361372.90

ELEV.

6467.16

6473.35

6481.04

6473.17

6474.10

6473.82

6472.52

DESCRIPTION

CP1

CONTROL

EOR

POINT

NORTHING

941929.50

942113.64

942120.70

942124.62

942152.29

942134.79

942117.94

942144.17

EASTING

1361234.19

1361599.64

1361652.68

1361656.27

1361620.12

1361591.78

1361594.03

1361729.62

ELEV.

6472.51

6476.09

6476.10

6476.17

6476.81

6476.53

6476.19

6476.38

DESCRIPTION

EOR

POINT

NORTHING

942133.39

942133.13

942134.86

942174.51

942170.88

942158.09

942177.22

942142.14

EASTING

1361743.71

1361746.23

1361759.24

1361753.96

1361726.66

1361737.76

1361592.20

1361566.60

ELEV.

6475.96

6475.88

6475.36

6476.16

6476.91

6476.53

6477.37

6476.68

DESCRIPTION

EOR

POINT

NORTHING

942202.17

942198.35

942014.79

941930.86

941971.56

941947.78

941990.68

941992.77

EASTING

1361779.87

1361785.40

1361378.80

1361375.40

1361213.30

1361216.55

1361352.99

1361367.89

ELEV.

6475.60

6475.50

6471.31

6467.21

6473.41

6472.93

6473.41

DESCRIPTION

EOR

CULVERT INVERT

EOR

POINT

NORTHING

942112.62

942157.32

942201.77

942122.76

942103.29

942059.23

942008.90

941968.89

EASTING

1361774.08

1361776.43

1361776.90

1361795.36

1361799.91

1361810.21

1361821.96

1361376.37

ELEV.

6474.27

6474.74

6475.61

6473.98

6472.58

6467.18

6461.00

6472.91

DESCRIPTION

EOR

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

FURNISH AND INSTALL 6' X 80'

FLOATING DOCK ACCORDING

TO SPECIFICATION 137000

DAY USE ROAD ALIGNMENT

DAY USE ENTRANCE

ROAD ALIGNMENT

(SEE SHEET C3)

BLEND TO MATCH

BOAT RAMP ALIGNMENT

SEE PROFILE ON SHEET C3

10'

140'

116'

16'

'57'

21'

ENSURE ASPHALT AND

CONCRETE BLEND

TOGETHER SMOOTHLY

AT TRANSITION

R30'

R 35'

R 200'

R10' R10'

R10'

R 100'

R5'

R18'

R2'

55'

46'

DAYLIGHT CUT LINE (TYP)

DAYLIGHT FILL LINE (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

INSTALL CULVERT #3

CONSTRUCT 16' X 20' ACCESSIBLE PARKING

STALL (MAXIMUM 2% SLOPE IN ANY DIRECTION)

AND VAN ACCESSIBLE SIGN (TYP.)

R 2'

65' 52'

18'

28'

R20'

18'

TRAIL CROSSES BOAT RAMP.

LINE STRIPE ASPHALT

ACCORDING TO SHEET D6

R20'

R2'

INSTALL PARKING AREA WITH

AGGREGATE SURFACE

CONSTRUCT ROAD AND BOAT

PARKING AREA WITH ASPHALT

SURFACE AND CHIP SEAL

0+00 1+00 2+00 3+00 4+00 4+64

-0.2%

4.2%

2.0%-3.1%

STA = 0+00.0

ELEV = 6485.80

STA = 4+64.3

ELEV = 6483.30

LVC: 50.00

V C

S :3

+2 5.

V C

E :6

E V

C S

:3 +7

E V

C E

LVC: 50.00

B V

C S

:1 +3

B V

C E

E V

C S

:1 +8

E V

C E

77 LVC: 50.00

B V

C S

:3 +8

B V

C E

E V

C S

:4 +3

E V

C E

OLD LAKEVIEW CAMPGROUND ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

20' WIDE AGGREGATE SURFACE, CROSS SLOPE: 2% LEFT 20' WIDE AGGREGATE SURFACE, CROSS SLOPE: 2% RIGHT

DITCH RIGHT

STA:1+81.0

ELEV:6484.83

APPROX. EXC. 140 CY

APPROX. EMB. 70 CY

TRANSITION CROSS SLOPES OVER 50 FEET

CURVE TABLE

CURVE

C10

C11

C12

C13

RADIUS

(FT)

LENGTH

(FT)

23.75

62.83

DELTA

13°36'18"

90°00'00"

TANGENT

(FT)

11.93

40.00

START POINT

(NORTHING, EASTING)

942505.88, 1363089.04

942470.59, 1363032.27

942400.94, 1363071.63

942416.08, 1363017.13

END POINT

(NORTHING, EASTING)

942491.87, 1363069.94

942416.08, 1363017.13

942455.44, 1363086.78

942400.94, 1363071.63

POINT TABLE

POINT

NORTHING

942658.06

942377.25

942628.18

942481.35

942606.33

942604.49

942528.35

942582.30

942415.17

942438.12

942506.12

942504.27

942500.51

942473.64

942447.12

942584.22

942532.71

942656.88

942678.92

942667.71

942660.39

EASTING

1363202.22

1363123.14

1363219.85

1363072.13

1363226.65

1363281.62

1363085.59

1363096.28

1362996.13

1362946.16

1363119.47

1363174.44

1363057.81

1363007.93

1362922.28

1363147.27

1363205.89

1363301.22

1363346.10

1363334.65

1363319.70

ELEV.

6486.66

6480.00

0.00

6483.44

6486.92

6488.02

6485.68

6486.78

6480.92

6484.07

6482.97

0.00

6483.51

6481.96

6485.68

6486.38

6486.22

DESCRIPTION

CONTROL

SPUR CL

DITCH

CULVERT INVERT

EOR

BUILDING CORNER FFE

OLD LAKEVIEW CAMPGROUND

ROAD ALIGNMENT

0 '

R30

R40'

70'

R5'

20'

DAYLIGHT CUT LINE (TYP)

DAYLIGHT FILL LINE (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. DITCH SHALL BE CONSTRUCTED WITH A MINIMUM GRADE OF 0.5% AND SIDE SLOPES

ACCORDING TO DETAIL ON SHEET C12. BOTTOM OF DITCH SHALL BE A MINIMUM OF 18"

BELOW NATURAL GROUND OR EDGE OF ROAD SHOULDER. CONTINUE DITCH PAST NEW

ROAD SHOULDER TO LOCATION SHOWN. WATER IS EXPECTED TO CONTINUALLY FLOW IN

THIS DITCH.

3. SEE SPUR DETAILS ON SHEETS C13 AND C14.

BEGIN DITCH

END DITCH

CONSTRUCT DITCH,

SEE NOTE 2

INSTALL CULVERT #24

GRADE EXISTING ROADS AND SPURS

SEE NOTES ON SHEET C1

CONSTRUCT 4' WIDE, ACCESSIBLE

PATH WITH AGGREGATE SURFACE

TO HANDPUMP PAD

CONSTRUCT AGGREGATE

PULLOUT (SEE SHEET C13)

50'

2% 2%

NEW EDGE OF ROAD

20'

R40'

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+48

CAMPGROUND ENTRANCE ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

20' WIDE AGGREGATE SURFACE, CROSS SLOPE: 2% LEFT INTERSECTION

PULLOUT

20' WIDE, ASPHALT SURFACE WITH CHIP SEAL

CROSS SLOPE: 2% LEFT

20' WIDE AGGREGATE SURFACE, CROSS SLOPE: 2% LEFT

DITCH RIGHT DITCH BOTH SIDES

-6.5%

0.0%

-2.0%

-2.2%

-2.0% -2.0%

STA = -0+00.0

ELEV = 6507.55

STA = 5+33.2

ELEV = 6490.81

STA = 7+48.1

ELEV = 6486.18

STA = 0+50.0

ELEV = 6506.55

LVC: 50.00

BVCS: 2+14.0

BVCE: 6504.46

EVCS: 2+64.0

EVCE: 6502.84

LVC: 50.00

BVCS: 1+29.6

BVCE: 6504.96

EVCS: 1+79.6

EVCE: 6504.46

LVC: 50.00

B V

C S

:3 +8

B V

C E

E V

C S

:4 +3

E V

C E

7+480+00

0+00 1+00 1+60

0.2% 0.2%

0.0%

STA = 0+00.0

ELEV = 6491.84

STA = 0+70.1

ELEV = 6492.01

STA = 1+60.1

ELEV = 6492.18

STA = 0+90.1

ELEV = 6492.01

CAMPGROUND ENTRANCE ROAD INTERSECTION PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

20' WIDE AGGR. SURFACE, 2% RIGHT, DITCH LEFT

CURVE TABLE

CURVE

C14

C15

C16

C17

C18

RADIUS

(FT)

LENGTH

(FT)

101.84

28.51

94.70

102.08

17.61

DELTA

97°15'05"

16°20'13"

60°17'14"

64°59'10"

16°49'00"

TANGENT

(FT)

68.12

14.35

52.26

57.32

8.87

START POINT

(NORTHING, EASTING)

942828.28, 1363671.79

942697.16, 1363583.72

943256.09, 1363649.25

943025.91, 1363583.14

942826.41, 1363576.16

END POINT

(NORTHING, EASTING)

942739.77, 1363655.24

942679.30, 1363561.62

943165.84, 1363654.29

942929.67, 1363592.48

942839.13, 1363588.25

POINT TABLE

POINT

NORTHING

943298.47

942678.36

942823.64

942924.85

943149.50

943104.93

942873.20

942800.57

942775.08

942721.41

942914.39

942856.69

EASTING

1363621.38

1363560.75

1363574.21

1363697.82

1363616.81

1363594.14

1363596.04

1363642.08

1363655.62

1363671.62

1363647.48

1363679.51

ELEV.

0.00

6504.98

6504.87

6489.65

6487.90

6485.20

6483.96

6489.39

6488.65

DESCRIPTION

EOR

CULVERT INVERT

CAMPGROUND ENTRANCE

ROAD ALIGNMENT

CAMPGROUND ENTRANCE ROAD

INTERSECTION ALIGNMENT

R 90'

R40'

R 40'

R40'

R10

50'

135°'

20'

BLEND END OF ROAD TO MATCH

EXISTING ASPHALT ROADWAY

CONSTRUCT ASPHALT APRON AT

INTERSECTION FROM STA. 0+00 TO 0+50

DAYLIGHT CUT LINE (TYP)

DAYLIGHT FILL LINE (TYP)

CONSTRUCT DITCH (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. DITCH BETWEEN CULVERTS SHALL BE CONSTRUCTED WITH A MINIMUM GRADE OF 0.5%

AND 3:1 SIDE SLOPES. BOTTOM OF DITCH ELEVATION SHALL MATCH CULVERT INVERTS

AT BOTH ENDS.

3. DITCH ALONG EXISTING ROAD SHALL BE CONSTRUCTED WITH A MINIMUM GRADE OF 0.5%

AND SIDE SLOPES ACCORDING TO DETAIL ON SHEET C12.

4. APPROX. 1900 CY EXC. AND 880 CY EMB. FOR WORK SHOWN ON THIS SHEET.

CONSTRUCT DITCH

BETWEEN CULVERTS,

SEE NOTE 2

CONSTRUCT DITCH ALONG

EXISTING ROAD BETWEEN NEW

ROAD SECTIONS, SEE NOTE 3

INSTALL CULVERT #25

INSTALL CULVERT #27

INSTALL CULVERT #26

GRADE EXISTING ROADS AND SPURS

SEE NOTES ON SHEET C1

R90' R100'

WIDEN EXISTING

ROAD EDGE TO

A 40' RADIUS

R60'

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

0+00 1+00 2+00 2+22

DUMPSTER STATION LOOP PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND

TOP OF TRAVELWAY (TYP)

16' WIDE AGGREGATE SURFACE, CROSS SLOPE: 2% RIGHT, DITCH RIGHT

0.0%

2.0% 6.5% -6.5%

-2.0%

STA = 0+00.0

ELEV = 6495.90 STA = 2+22.4

ELEV = 6494.29

LVC: 30.00

B V

C S

:0 +4

B V

C E

E V

C S

:0 +7

E V

C E

LVC: 30.00

B V

C S

:1 +1

B V

C E

E V

C S

:1 +4

E V

C E

LVC: 20.00

BVCS: 0+00.1

BVCE: 6495.91

EVCS: 0+20.1

EVCE: 6496.75

LVC: 50.00

BVCS: 1+72.3

BVCE: 6496.42

EVCS: 2+22.3

EVCE: 6494.29

APPROX. EXC. 530 CY

APPROX. EMB. 5 CY

CURVE TABLE

CURVE

C19

C20

RADIUS

(FT)

LENGTH

(FT)

131.95

21.10

DELTA

180°00'00"

12°05'26"

TANGENT

(FT)

INFINITY

10.59

START POINT

(NORTHING, EASTING)

943114.43, 1363870.86

943077.42, 1363912.01

END POINT

(NORTHING, EASTING)

943064.27, 1363803.49

943088.15, 1363930.13

POINT TABLE

POINT

NORTHING

943078.34

943027.84

943119.21

943161.79

943143.87

943139.86

943136.10

943065.44

942968.86

942914.81

EASTING

1363897.74

1363830.62

1363877.28

1363845.58

1363821.51

1363824.50

1363819.45

1363895.91

1363806.38

1363796.23

ELEV.

6495.90

0.00

6498.22

6498.74

6499.06

6499.15

6499.19

0.00

6493.24

DESCRIPTION

EOR

SPUR CL

16'

30'

R40'

R34'

R40'

BLEND NEW ROAD TO MATCH EXISTING ROAD

DAYLIGHT CUT LINE (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. DITCH ALONG EXISTING ROAD SHALL BE CONSTRUCTED WITH A MINIMUM GRADE OF 0.5%

AND SIDE SLOPES ACCORDING TO DETAIL ON SHEET C12.

3. SEE SPUR DETAILS ON SHEETS C13 AND C14.

CONSTRUCT DITCH ALONG

EXISTING ROAD BETWEEN NEW

ROAD SECTIONS, SEE NOTE 2

SEE DETAIL ON SHEET D8 FOR TRASH

AND RECYCLING CENTER DIMENSIONS

CONSTRUCT DITCH

GRADE EXISTING ROADS AND SPURS

SEE NOTES ON SHEET C1

CONSTRUCT HOST SPUR

(SEE SHEET C13 & D19)2%

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

NEW CAMPGROUND - MAIN ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

20' WIDE AGGREGATE ROAD, CROSS SLOPE: 2% RIGHT

0.3% -3.3%

0.5% 0.2%

-4.8% 0.6%

STA = 0+00.0

ELEV = 6496.08

LVC: 50.00

B V

C S

:0 +6

B V

C E

E V

C S

:1 +1

E V

C E

LVC: 50.00

B V

C S

:4 +5

B V

C E

E V

C S

:5 +0

E V

C E

LVC: 50.00

B V

C S

:1 +7

B V

C E

E V

C S

:2 +2

E V

C E

LVC: 50.00

B V

C S

:5 +5

B V

C E

E V

C S

:6 +0

E V

C E

APPROX. EXC. 240 CY

APPROX. EMB. 160 CY

CURVE TABLE

CURVE

C20

C21

C22

RADIUS

(FT)

LENGTH

(FT)

21.10

73.00

139.61

DELTA

12°05'26"

20°54'48"

66°39'37"

TANGENT

(FT)

10.59

36.91

78.92

START POINT

(NORTHING, EASTING)

943077.42, 1363912.01

943142.93, 1364049.87

943311.43, 1364233.96

END POINT

(NORTHING, EASTING)

943088.15, 1363930.13

943184.61, 1364109.31

943339.22, 1364362.87

POINT TABLE

POINT

NORTHING

943332.96

943125.35

943065.44

943041.12

943064.24

943072.56

943285.19

943267.13

943348.75

943372.24

943252.58

943318.58

943352.75

943406.16

943275.45

943308.69

EASTING

1364380.99

1363995.12

1363895.91

1364019.64

1363998.06

1364016.25

1364430.42

1364477.04

1364396.05

1364445.78

1364158.17

1364158.14

1364254.41

1364267.54

1364410.62

1364414.03

ELEV.

6489.47

6495.65

0.00

6495.18

6494.76

6488.95

6489.27

6488.72

6487.62

6493.46

6494.78

6494.60

0.00

6489.11

DESCRIPTION

CONTROL

EOR

SPUR CL

TR CL

X :\S aw to ot h\

S ta nl ey

La ke

R ec re at io nC om pl ex .2

D ra w in gs \C

1- C

1- P1

St an le y.

C iv il.

Si te

.A nd

.P at hs .d w g, 4/ 6/

BLEND NEW

ROAD TO MATCH

EXISTING ROAD

20'

36' 50'

R40

R 40'

R 200'

0 '

R10'DAYLIGHT CUT LINE (TYP)

DAYLIGHT FILL LINE (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. SEE SPUR DETAILS ON SHEETS C13 AND C14.

GRADE EXISTING ROADS AND SPURS

SEE NOTES ON SHEET C1

NEW CAMPGROUND MAIN

ROAD ALIGNMENT

CONSTRUCT AGGREGATE

PULLOUT (SEE SHEET C13)

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

NEW CAMPGROUND - MAIN ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

20' WIDE AGGREGATE ROAD, CROSS SLOPE: 2% RIGHT

0.1% -0.1% -1.2%

-5.0% -1.0%

0.2%

STA = 7+87.6

ELEV = 6490.39

STA = 8+83.0

ELEV = 6490.53

STA = 10+53.2

ELEV = 6490.37

STA = 11+60.3

ELEV = 6489.06

LVC: 50.00

B V

C S

:1 2+

B V

C E

E V

C S

:1 2+

E V

C E

LVC: 40.00

BVCS: 12+98.0

BVCE: 6487.97

EVCS: 13+38.0

EVCE: 6486.77

APPROX. EXC. 470 CY

APPROX. EMB. 50 CY

CURVE TABLE

CURVE

C23

C24

RADIUS

(FT)

LENGTH

(FT)

49.09

148.46

DELTA

5°37'30"

34°01'29"

TANGENT

(FT)

24.56

76.49

START POINT

(NORTHING, EASTING)

943280.78, 1364513.81

943219.20, 1364726.29

END POINT

(NORTHING, EASTING)

943265.33, 1364560.38

943140.48, 1364849.60

POINT TABLE

POINT

NORTHING

943233.33

943140…

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File details come from the government source that posted it. Updated Nov 14, 2017.