BAYVIEW-DRAWINGS_042016.pdf

BORROW SOURCE, WASTE SITE,

AND LOG DECK LOCATION

2-MILE PIT, FSR 12 - MP 2.0

(7 MILES FROM THE PROJECT)

BORROW SOURCE AND WASTE SITE,

FSR 1152 PIT - MP 0.5

(11 MILES FROM THE PROJECT)

TO HWY 20

12 MILES

BEGINNING OF FOREST ROAD 1118011

AND BEGINNING OF PROJECT

BAKER

LAKE

BAYVIEW SOUTH CAMP SITES

BAYVIEW NORTH GROUP CAMP SITES

1) - This pay item includes all traffic control, temporary traffic control signing, public safety, sanitary facilities, cleaning of equipment, and all other work specified as incidental to mobilization, including the following requirements:

- Shall meet the requirements of OSHA, state, and county laws. A minimum of one portable chemical toilet will be required at sites which have work activities.

- All equipment shall be cleaned and inspected by the Contracting Officer prior to entering the National Forest. The Contractor shall also provide written certification that the equipment was washed and has not been used on another project since washing prior to use on this project.

- Forest Road 1118011 may be closed at the intersection with Forest Road 1118 for the duration of the project.

Post signs and barriers to prevent public access. Post warning signs on both sides of Road 1118011 on Road 1118 warning the public of truck traffic. Use signs and flaggers as necessary when performing work near the intersection of Road 1118. All signs shall be in accordance with the MUTCD.

2) - Item includes centerline stakes, slope stakes and, slope reference stakes for the turnouts, entrance station, camp parking spurs, dayuse entrance, and the following road segments:

Station -0+28.8 to 1+75; 35+05 to 37+78; 44+50 to 65+60; 200+00 to 209+65

Cross sections and staking notes will be provided to the Contractor at the post award conference or upon request.

3) -The Contractor shall submit a Temporary Erosion and Sediment Control Plan (TESCP) for review and approval by the Contracting Officer. The TESCP shall address the construction sites as well as the waste and borrow areas and include both temporary and permanent erosion control measures. The erosion control plan and all temporary erosion control features are indirect costs to this item.

4) - Item includes clearing of vegetation (trees >8" diameter shall be paid under item 20208) and conservation and placement of topsoil for all road widening, turnouts, camp spurs, camp living areas, day use parking, and toilet pads. Cleared vegetation shall be hauled to the designated waste areas or chipped for use as mulch on site. Top soil shall be conserved and placed back on cut and fill slopes or other areas disturbed from construction activities.

5) - Item includes cutting of trees >8" diameter (as measured 4' above the ground) marked by the Contracting Officer along both sides of Forest Road 1118011, at the campsites, and other locations within the campground limits. Trees shall be hauled and placed in stabilized decks at the 2-Mile pit. Deck all cedar separately from other tree species. Limbs may be chipped for use as mulch on site or hauled to either disposal site and neatly piled. If trees are within embankment/developement areas, the root wads shall be removed and hauled to either disposal site. If trees are outside embankment/development areas, they shall be cut to within 6" of the ground as measured on the uphill side of the tree. Place log decks and brush piles at locations within the disposal sites as marked by the Contracting Officer.

6) - This item includes pumping, demolition, disposal, and backfill of existing toilets. Backfill and compact the toilet excavation area with native or unclassified borrow material. Haul and dispose of toilets and waste properly off National Forest Land and in accordance with Federal, State, and local regulations.

7) - Items include all excavation, grading, and compaction necessary to construct the subgrade of the individual items as shown on the plans. Clearing is an indirect cost to item 20101. Unclassified borrow needed to finish the subgrade is an indirect cost to item 20431.

8) - Item includes borrow material for use in roadway widening, turnouts, camp spurs, day use parking, and any other area where fill is needed. Borrow material shall be screened or sorted to have a maximum particle size of 6". Borrow material shall be used in areas where there is not enough suitable material generated on site to achieve the final grades . Borrow may come from the 2-Mile pit, the 1152 pit, or from a weed free commercial source. Sorting, loading, hauling and placement of borrow materials are indirect costs for this item.

9) - This item includes all excavation, embankment and grading required to achieve the final lines and grades as shown on the drawings for the campground roads and includes the Day Use parking areas. Excess or unsuitable material generated from grading shall be hauled to the designated waste areas. Clearing and grubbing of areas outside the existing road prism and within the staking limits is an indirect cost to item 20101.

10) - Item includes brushing both sides of roadway from Station 0+00 to 44+50. See Sheet 6 for more details.

11) - Item includes reconditioning of the roadway from Station 1+75 to 44+50 and Station 100+00 to 105+40. Grade and reshape the roadway to achieve the typical section shown on the drawings, compact using a vibratory roller.

Work includes grading/reshaping of turnouts (clearing and grubbing of turnouts is an indirect cost to item 20101; additional fill material required for constructing turnouts is an indirect cost to item 20431).

12) - This pay item includes furnishing and placing 1-1/4” minus crushed aggregate, 5/8" minus crushed aggregate, and 5/8" minus crushed limestone normally used locally in the construction and maintenance of highways by Federal, State, or County agencies. Aggregate shall be obtained from a weed free commercial source. Material certification, testing reports, and gradation reports shall be submitted to the Contracting Officer prior to delivery to the project. Submit load tickets to the Contracting Officer upon delivery of materials.

13) - Item is for placement of hot asphalt concrete as shown on the drawings. Submit mix design to the Contracting Officer for review and approval. Sawcut edges of existing asphalt concrete to provide a clean and even joint. Apply emulsified asphalt tack to edges prior to paving. Sawcut and tack coat are indirect costs to this item.

14) - This item is for furnishing and installing concrete wheel stops as shown on the drawings.

Submit shop drawings and test reports to the Contracting Officer for approval prior to ordering.

15) - Equipment rental shall be used for additional work not identified in the contract but is within the scope of the project and shall only be used as authorized and directed by the Contracting Officer. Expected uses include but are not limited to additional clearing, excavation, and grading within the campground.

16) - Item includes applying seed mix C1 and weed free mulch to all bare soils exposed from construction activities including the waste area. Seed all areas before placing mulch. Project slash may be ground for use as mulch and spread a minimum of 1" and maximum of 3" thick. Straw mulch shall be used at a rate of 3000 pounds per acre. All straw mulch shall be certified as weed free by Federal or State agencies.

17) - Item includes furnishing and installing aluminum signs on wood posts at locations shown on the drawings. Signs shall be mounted on a 4"x4" treated post using vandal proof bolts and shall be installed per the MUTCD.

18) - Item includes installing a 125 mil, reflective, non-skid, preformed thermoplastic marking stop bar at the beginning of Road 1118011.

19) - This item is for placing barrier rocks as shown on the drawings or as directed in the field by the Contracting Officer. Barrier rock shall be free of sharp edges (no shot rock). Barrier rocks shall be obtained from a commercial source.

20) - Item includes construction of the Trails as shown on the drawings. It includes clearing and grubbing, excavation and embankment. Trail centerline shall be staked by the Contracting Officer. Constructed trails shall have grades no steeper than 5%. 5/8" crushed aggregate surfacing is an indirect cost to item 32451C. Cleared vegetation shall be hauled to the designated waste areas or chipped for use as mulch on site.

21) - Item includes furnishing and installing the gate and associated signs as shown on the drawings.

22) - Item includes construction of a rock sign base include brackets for mounting the signs. Signs will be furnished and installed by others. All grading, rock, and concrete are indirect costs to this item.

23) - Item includes construction of the Kiosks as shown on the drawings and in accordance with the CSI Specifications in the contract. Submit material certifications to the Contracting Officer for approval.

24) - The 2-Mile Pit is a designated borrow and waste site for this project. Borrow material mostly consists of fractured rocky borrow up to 24". Borrow material utilized from this pit shall require sorting or screening to meet the contract requirements and shall be generated from the loose material within the pit boundaries. No blasting shall be permitted.

Crushed and screened material stockpiled within the pit are not to be used on this project. Slash disposal shall be neatly piled logs shall be safely decked. Locations for slash and logs shall be marked in the field by the Contracting Officer.

25) - The 1152 Pit is a designated borrow and waste site for this project. Borrow material mostly consists of river bank run material with cobbles up to 12". Borrow material utilized from this pit shall require sorting or screening to meet the contract requirements and shall be generated from any of the existing piles within the pit boundary. Larger riprap rock are not to be used on this project. Locations for slash and logs shall be marked in the field by the Contracting Officer.

These notes are a summary of the type of work to be performed and provide a basis for how work activities are to be paid. These notes are not fully inclusive and not intended to replace the specifications.

100+00

101+00

102+00

103+00

104+00

105+00

CONTROL POINT - REBAR

CONTROL POINT - SPIKE

STUMP

ALDER 12" DIA. OR LARGER

CEDAR 12" DIA. OR LARGER

MAPLE 12" DIA. OR LARGER

FIR 12" DIA. OR LARGER

HEMLOCK 12" DIA. OR LARGER

SIGN

GATEPOST

GATE

FIREPIT

EDGE OF EXISTING ROADWAY

PICNIC TABLE

4' DIA. ROUNDED BARRIER ROCK

NEW TOILET (TO BE INSTALLED BY OTHERS)

EXISTING STRUCTURES

CONCRETE WHEEL STOP

GENERAL CAMP LIVING AREA

CAMP PARKING SPUR

EXISTING CULVERTS

PROPOSED CENTERLINE OF ROADWAY

EDGE OF NEW ROADWAY

TREES DESIGNATED FOR REMOVAL

BAKER

LAKE

BAKER

LAKE

HORSESHOE

CAMPGROUND

BAYVIEW NORTH

GROUP CAMP SITE

BAYVIEW SOUTH

CAMP SITES

TO

BAKER LAKE HW

Y

TO

HO

RSESHO

E C.G

FO

REST RD 1118

1 611256.76 1433015.03 804.86 PKNAIL

2 611415.33 1432918.90 808.03 REBAR

3 611519.84 1432851.70 810.94 PKNAIL

4 611538.74 1433197.52 802.36 SPIKE

5 611994.60 1433483.45 805.09 SPIKE

6 612022.21 1433720.94 788.43 SPIKE

7 612223.38 1433991.54 796.77 SPIKE

8 612387.22 1434628.11 795.77 SPIKE

9 612505.91 1434729.48 791.08 SPIKE

10 613057.01 1435314.47 753.51 SPIKE

11 613409.47 1435648.38 739.92 SPIKE

12 613663.73 1435789.95 731.94 SPIKE

13 613536.11 1435814.62 738.72 SPIKE

14 613888.94 1436000.02 730.28 SPIKE

15 613413.78 1435935.23 739.88 SPIKE

16 613240.35 1436334.53 734.61 SPIKE

17 612998.95 1436492.96 732.71 SPIKE

18 612793.70 1436463.62 736.78 SPIKE

19 612632.95 1436416.47 739.02 CAP IN IP

20 612507.06 1436345.44 737.14 SPIKE

21 612348.00 1436289.04 739.59 SPIKE

22 612195.33 1436481.27 737.17 SPIKE

23 612196.97 1436574.77 735.11 SPIKE

26 611881.70 1436466.99 738.49 SPIKE

27 612044.90 1436431.70 739.91 SPIKE

28 611947.26 1436347.72 741.95 SPIKE

29 611974.01 1436147.80 745.98 SPIKE

30 611963.46 1435989.11 750.23 SPIKE

31 612128.80 1435823.68 753.41 SPIKE

32 612176.77 1435860.60 752.05 SPIKE

33 612207.00 1435985.48 748.54 SPIKE

34 612204.81 1436143.35 745.12 SPIKE

1265 613454.56 1435701.29 741.33 REBAR

1267 613572.92 1435724.83 737.31 SPIKE-IN-STUMP

2427 612149.52 1435987.70 747.95 REBAR

2493 612156.88 1436084.19 746.33 REBAR

NOTES:

1. BEARINGS (TRUE) - BASED ON RESOURCE GRADE

GPS COLLECTED AT POINTS 13 AND 24.

2. ELEVATIONS - BASED ON WATER LEVEL OF

BAKER LAKE ON 6/17/09 (SET EL. OF PT 2050 TO

724.3 FT.)

3. COORDINATES - WASHINGTON STATE PLANE,

NORTH ZONE, NAD83, BASED ON RESOURCE

GRADE GPS GATHERED AT THE SITE.

CP2

CP1

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP 1265

CP 1267

CP 13

CP 15

CP 12

CP 14

CP 16

CP 17

CP 18

CP 19

CP 20

CP 21

CP 22

CP 23

CP 27

CP 28

CP 29

CP 30

CP 31

CP 32

CP 33

CP 34

BEGINNING OF

FOREST ROAD

1118011

DITCH

ROAD

SURFACE

BRUSHING INCLUDES

THE REMOVAL OF

OVERHANGING LIMBS

TO 14' ABOVE

ROADWAY

NOTES:

1. TYPICAL ROAD CONSTRUCTION STANDARDS SHOWN. EXISTING CONDITIONS IN THE FIELD MAY VARY DEPENDING ON THE

ACTUAL SHOULDER AND DITCH CONSTRUCTED AND MAINTAINED.

2. ROAD RECONDITIONING SHALL INCLUDE RECONDITIONING OF DITCHES, SHOULDERS, TURNOUTS, AND ROADBED PER SECTION 303 OF THE SPECIFICATIONS. RECONDITION THE ROADWAY TO MATCH THE EXISTING SUBGRADE WIDTHS.

3. BRUSH AND TREES REMOVED DURING ROADSIDE BRUSHING AND CLEARING SHALL BE HAULED TO THE DESIGNATED WASTE AND LOG DECK AREAS AS SHOWN ON THE LOCATION MAP AND PLACED PER C.O. DIRECTION IN DECKS AND PILES.

4. TREES GREATER THAN 8" DIAMETER TO BE REMOVED ALONG THE ROADWAY SHALL BE MARKED IN THE FIELD BY THE C.O.

TREES SHALL BE REMOVED BY SELECTIVE CLEARING PER SECTION 202 OF THE SPECIFICATIONS.

5. ALL VEGETATION SHALL BE CUT WITHIN 6" OF THE GROUND LINE.

6. UPON COMPLETING MECHANICAL OR HAND BRUSHING OPERATIONS, ALL STICKS AND LIMBS LARGER THAN 1" IN DIAMETER AND 36" LONG SHALL BE REMOVED FROM THE DITCHLINE AND ROADWAY AND SCATTERED 10' BEYOND THE ROADWAY.

14'

ORIGINAL BRUSHING LIMITS OR 6' FROM

ROAD EDGE (WHICHEVER IS GREATER)

TRAVELED WAY

SUBGRADE WIDTH VARIES

SHOULDERS &

TURNOUTS VARY

1' MIN.

2:1

SUBGRADE

NO SCALE

TRAVELED WAY

*VARIES

**TURNOUT

12'

*TRAVEL WAY SHALL BE A MINIMUM OF 12' OR MATCH

EXISTING ROAD WIDTHS WHICHEVER IS GREATER.

ROAD RECONDITIONING SHALL BE COMPLETED PRIOR

TO PLACING NEW SURFACING.

**WHERE SPECIFIED INCLUDE TURNOUTS. DIMENSIONS

ARE SIMILAR FOR TURNOUTS LEFT AND RIGHT.

EXISITNG

GROUND

2:1 1.5:1

4" DEPTH OF 1-1/4" MINUS

CRUSHED AGGREGATE

1:1

CONSTRUCT 1' DEEP DITCH

WHERE SPECIFIED

2% CROWN

ROAD RECONDITIONING

TYPICAL SECTION STA. 1+75 TO 35+05

STA. 37+78 TO 44+50

STA. 100+00 TO 105+40

SCALE 1"=5'

TRAVELED WAY

*VARIES, 12' MIN.

*TRAVELED WAY OF THE CAMP ROADS

SHALL BE A MINIMUM OF 12' PLUS

CURVE WIDENING WHERE SPECIFIED.

EXISITNG

GROUND

3:1

4" DEPTH OF 1-1/4" MINUS

CRUSHED AGGREGATE

2% CROWN

ROADWAY WIDENING AND GRADING

TYPICAL SECTION STA. 44+50 TO 65+60

STA. 35+05 TO 37+78

STA. 202+67 TO 209+65

SCALE 1"=5'

TRAVELED WAY

22' MIN.

EXISITNG

GROUND

3:1

4" DEPTH OF 1-1/4" MINUS

CRUSHED AGGREGATE

2% CROWN

ROADWAY WIDENING AND GRADING

TYPICAL SECTION STA. 200+00 to 202+67

SCALE 1"=5'

24'

EXISITNG GROUND

2:1

6" DEPTH OF 1-1/4" MINUS

CRUSHED AGGREGATE

2% CROWN

2:1

SCALE 1"=4'

3H:1V SHOULDER (TYP)

SCALE 1"=16'

0+00

24'

BEGIN TRANSITION TO NARROWERROADWAY (STA. 1+25)

MATCH EXISTING ROADWIDTH (STA. 1+75 )

R = 30'R = 35'

5' MIN. 5' MIN.

50' TAPER MIN.

FOREST SERVICE ROAD 1118

ROAD EDGES TO BE CONSTRUCTED

CP2

TO BAYVIEW

CAMPGROUND

B

B

A

A

-0+20

-0+28.7

INSTALL NEW DOUBLE SWING

GATE WITH LOCKING POSTS(STA. 0+30)

1+00

2+00

EXISTING 18" CMP TO REMAIN

EXISTING ROAD EDGES

12" WIDE, WHITE, PREFORMED,

THERMOPLASTIC STOP BAR

STA. -0+13

A

TO BAKER LAKE HWY

END OF NEW AC PAVEMENT

SURFACING (STA. 0+60)

BEGIN TRANSITION TO NARROWERROADWAY (STA. 1+25)

TURNOUT LENGTH

VARIES, 50' MIN.25' MIN. 25' MIN.

TRAVELED WIDTH VARIES, 12' MIN.

TURNOUT WIDTH 12'

C ROADL

SCALE 1"=10'

ROAD EDGE (TYP) SUBGRADE EDGE (TYP)

NOTE:

1) TURNOUTS SHALL BE SURFACED WITH A 4" DEPTH OF 1-1/4"

CRUSHED AGGREGATE SURFACING.

2) SEE SHEETS 8 AND 9 FOR TURNOUT LOCATIONS AND

LENGTH.

B

24'

EXISITNG GROUND

2:1

4" DEPTH OF 1-1/4" MINUS

CRUSHED AGGREGATE

2% CROWN

2:1

SCALE 1"=4'

3H:1V SHOULDER (TYP)

3" DEPTH OF AC

PAVEMENT

NOTE: SAWCUT SHOULDER OF ROAD 1118 TO PROVIDE A

CLEAN EVEN JOINT AND APPLY AN EMULSIFIED ASPHALT

TACK COAT TO THE EDGE PRIOR TO PAVING. SAWCUT AND

TACK COAT ARE INDIRECT COSTS TO ITEM 40401

BEGIN AC PAVEMENT, MATCH

EXISTING PAVEMENT

M

ATC

H

LIN

E

CONSTRUCT TURNOUT RIGHT

STA. 2+80 TO STA. 3+80

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT LEFT

STA. 7+70 TO STA. 8+70

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT RIGHT

STA. 9+60 TO STA. 10+60

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT RIGHT

STA. 13+70 TO STA. 14+70

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT RIGHT

STA. 19+40 TO STA. 20+40

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT LEFT

STA. 21+01 TO STA. 22+01

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT LEFT

STA. 26+21 TO STA. 27+61

(SEE DETAIL B SHEET 7)

M

ATC

H

LIN

E

BEGIN ROAD RECONDITIONING,

RESURFACING, AND ROAD SIDE

CLEARING/BRUSHING STA. 1+75

CP 3

CP 2

CP 1

CP 4

CP 5

CP 6

CP 7

CP 8

CP 9

FO

R

ES

T

R D

TO

H O

R

SE

SH

O

E C

O

VE

C .G

FO

R

ES

T

R D

TO

B

AK

ER

L

A

KE

H W

Y

CP 10

SEE DETAIL A ON SHEET 7 FOR

INTERSECTION RECONSTRUCTION

DETAILS

CONSTRUCT TURNOUT LEFT

STA. 34+01 TO STA. 35+21

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT RIGHT

STA. 38+51 TO STA. 39+51

(SEE DETAIL B SHEET 7)

CONSTRUCT TURNOUT LEFT

STA. 42+51 TO STA. 43+51

(SEE DETAIL B SHEET 7)

CP 11

CP 1265

CP 1267

CP 12

CP 13

CP 14

CP 15

CP 16

CP 17

ENTRANCE STATION

STA. 44+55 TO STA. 45+75

WIDEN ROADWAY THRU THE CURVE

STA. 35+05 TO STA. 37+78

BAYVIEW NORTH

GROUP CAMP SITE

TO BAYVIEW SOUTH

CAMP SITES

CONSTRUCT TURNOUT LEFT

STA. 30+01 TO STA. 31+2

(SEE DETAIL B SHEET 7)

R

0'

A

CURVE 008

R = 50' ∆ = 83.72 L = 73.06

END ROAD RECONDITIONING,

RESURFACING, AND ROAD SIDE

CLEARING/BRUSHING

BEGIN ROADWAY WIDENING

AND GRADING STA. 44+50

END ROAD RECONDITIONING,

RESURFACING, AND ROAD SIDE

CLEARING/BRUSHING STA. 105+40

BEGIN ROAD RECONDITIONING,

RESURFACING, AND ROAD SIDE

CLEARING/BRUSHING STA. 100+00

EXISTING GATE TO REMAIN

EXISTING GATE TO REMAIN

STA. 36+43.9

STA. 100+00.0

9 73

737737

5 745

5 735

730730

CP 18

CP 19

CP 20

CP 21

CP 22

CP 23

CP 27

CP 28

CP 29

CP 30

CP 31

CP 32

CP 33

CP 34

CP 2427

CP 2493

CP 26

CP 20

BAKER LAKE

CURVE 009

R = 100' ∆ = 40.98 L = 71.52

CURVE 010

R = 50' ∆ = 50.54 L = 44.11

CURVE 011

R = 50' ∆ = 137.23 L = 119.75

CURVE 012

R = 100' ∆ = 63.46 L = 110.75

CURVE 013

R = 300' ∆ = 28.42 L = 148.80

CURVE 014

R = 90' ∆ = 64.91 L = 101.95

CURVE 204

R = 50' ∆ = 46.65 L = 40.71

CURVE 203

R = 50' ∆ = 104.16 L = 90.90

CURVE 202

R = 50' ∆ = 131.83 L = 115.04

CURVE 201

R = 100' ∆ = 37.30 L = 65.09

STA. 52+82.6

STA. 200+00.0

STA. 202+40.4

STA. 209+72.8

STA. 65+59.2

STA. 208+04.8

EXISTING CULVERT

TO REMAIN

REMOVE SINGLE

VAULT TOILET

REMOVE SINGLE

VAULT TOILETS

HORSESHOE COVE

CAMPGROUND

REMOVE SPUR FILL

MATERIAL AND PLACE

TOPSOIL

NOTES:

1) 43 TREES >8" DBH ARE IDENTIFIED FOR REMOVAL. OTHER

TREES MAY BE IDENTIFIED FOR REMOVAL IN THE FIELD BY THE

CO. TREES <8" DBH ARE INCIDENTAL TO OTHER PAY ITEMS.

2) ALL FELLED TREES, LIMBS, AND TOPS SHALL BE HAULED AND

DECKED/PILED AT THE DESIGNATED WASTE AREAS.

3) 3 TOILETS TO BE REMOVED

CENTERLINE OF ROAD

TO BE CONSTRUCTED

CLEAR SPACE FOR STAGING AND

STOCKPILING OF MATERIALS

11 10

CONSTRUCT TRAIL END

6' DIAM. TURNAROUND

CONSTRUCT

520' OF TRAIL B

16CONSTRUCT

DAY USE ENTRY B

CONSTRUCT 105' OF CONNECTOR

TRAILS TO PICNIC SHELTER AND

PATH AROUND THE SHELTER A

CONSTRUCT

170' OF TRAIL B

CONSTRUCT PAD FOR SINGLE TOILET

(TOILET TO BE INSTALLED BY OTHERS)C

CONSTRUCT PAD FOR SINGLE TOILET

(TOILET TO BE INSTALLED BY OTHERS) C

CONSTRUCT

ENTRANCE STATION A

CONSTRUCT PAD FOR SINGLE TOILET

(TOILET TO BE INSTALLED BY OTHERS)C

CONSTRUCT PAD FOR

SINGLE TOILET (TOILET TO

BE INSTALLED BY OTHERS)C

CONSTRUCT PARKING A

CONSTRUCT TWO

PANEL KIOSK

CONSTRUCT PARKING A

CONSTRUCT

275' OF TRAIL B

50'

55'

CONSTRUCT THREE

PANEL KIOSK

NOTES:

1) FOR TYPICAL CAMP LIVING CONSTRUCTION, SEE SHEET 17.

2) FOR TYPICAL CAMP SPUR CONSTRUCTION, SEE SHEET 18.

CONSTRUCT

475' OF TRAIL B

102+00

103+00

104+00

105+00

735 735

100+00

101+00

102+00

103+00

104+00

105+00

REMOVE EXISTING

SINGLE VAULT TOILET

RECONDITION AND RESURFACE

EXISTING ROADWAY

STA. 100+00 TO 105+40

CONSTRUCT TRAIL END

6' DIAM. TURNAROUND

NOTES:

1) ALL FELLED TREES, LIMBS, AND TOPS SHALL BE HAULED AND

DECKED/PILED AT THE DESIGNATED WASTE AREAS.

2) 1 TOILET TO BE REMOVED AND PROPERLY DISPOSED OFF NATIONAL

FOREST LANDS.

CONSTRUCT PAD FOR SINGLE TOILET

(TOILET TO BE INSTALLED BY OTHERS)C

CONSTRUCT 300' OF

TRAIL AS STAKED BY CO. B

66' 50'

CONSTRUCT TWO PANEL KIOSK

NOTES:

1) FOR TYPICAL CAMP LIVING CONSTRUCTION, SEE SHEET 17.

2) FOR TYPICAL CAMP SPUR CONSTRUCTION, SEE SHEET 18.

EXISTING GATE TO REMAIN

EXISTING GATE TO REMAIN

BOTH ENDS

2" CHAMFER

8"

2, #4 REBAR

6'

6"

6"

END VIEW

2"4"

4"

SIDE VIEW

1" HOLE TO

ALLOW FOR REBAR

2, #6 REBAR 24" LONG,

DRIVEN FLUSH WITH TOP

OF CONCRETE, INCIDENTAL

TO ITEM #60909

CONCRETE SHALL BE

3000 PSI, 5-1/2 SACK MIX

8"-12"

PERSPECTIVE VIEW

CHAMFER

#6 REBAR 24" LONG

2, #6 REBAR 24" LONG

2'

EDGE OF PAVEMENT

OR HINGE POINT

INSTALLATION DETAIL

WHEEL STOP

PARKING SPACE

NOT TO SCALE B

BARRIER ROCK (TYP.)

EXISTING GROUND

NOTE: BARRIER ROCK TO BE ACQUIRED FROM A COMMERCIAL

SOURCE. ROCK SHALL HAVE SEMI-ROUNDED SURFACES,

BE DURABLE, AND HAVE DIMENSIONS AS STATED IN THE

SCHEDULE OF ITEMS. ROCKS TO BE PLACED IN

LOCATIONS STAKED BY THE C.O.

NOT TO SCALE

D

1/3 D

5' SPACING BETWEEN

ADJACENT BARRIER ROCKS

D

25' PARKING SPACE

2'

5' TRAIL WHERE

SHOWN

ROAD WIDTH VARIES

2% CROWN

SCALE 1"=5'

3H:1V4H:1V ADJACENT

TO TRAIL (TYP) 4" DEPTH OF 1-1/4" MINUS

CRUSHED AGGREGATE

UNCLASSIFIED BORROW

FILL AS NEEDED

WHEEL STOP, SEE

DETAIL B THIS SHEET

A

3" DEPTH OF 5/8"

CRUSHED LIMESTONE

SURFACING

SCALE 1"=5'

C CAMPGROUND ROAD

26.5'

29'

EXISITNG

GROUND

UNCLASSIFIED BORROW

FILL AS REQUIRED

26.5' LEVEL PAD CAMPGROUND ROAD

FINISH PAD ELEVATION SHALL BE LEVEL

WITH FINAL ROAD SURFACE ELEV.

4H:1V FILL SLOPES

TYP. ALL SIDES

SUBGRADE EDGE (TYP)

ROAD EDGE (TYP)

C

L

NOTE:

3 TO 4 FIVE MAN BARRIER ROCKS FOR TOILET

PADS SHALL BE STAGED TO THE SIDE OF THE

PAD TO ALLOW FOR FUTURE INSTALLATION

OF TOILETS

12'

R=20'

PLACE FIVE MAN BARRIER ROCKS

AROUND THE PERIMETER (7 EA)

SEE DETAIL D SHEET 14

CONSTRUCT TWO-PANEL KIOSK

SEE DETAIL SHEET 19

PLACE 5/8" CRUSHED LIMESTONE

SURFACING AT A DEPTH OF 3".

FINISH GRADE ELEV = 733.8'

NOTES:

1. FILL SLOPES SHALL BE NO STEEPER THAN

4H:1V.

5'

5' WIDE TRAIL

5' WIDE TRAIL

NEW PARKING AREA

NEW PARKING AREA

ESTIMATED QUANTITIES:

- UNCLASSIFIED BORROW = 15 CY

- 5/8" LIMESTONE SURFACING = 30 TONS

N: 612101.9 E: 1436681.3

45+00

46+00

118'

5'

18.5'

CONSTRUCT 3-PANEL KIOSK

SEE DETAIL SHEET 20

7'

INSTALL FIVE MAN BARRIER ROCKS (5 EA)

SEE DETAIL D SHEET 14

ROAD EDGES

PLACE 5/8" CRUSHED LIMESTONE

SURFACING AT A DEPTH OF 3"

SCALE 1"=10' A

TO BAYVEIW SOUTH

CAMP SITES

SUBGRADE EDGE

ROAD EDGE

50'

EXISTING 18" CULVERT TO REMAIN

PLACE 1-1/4" SURFACING

AT A DEPTH OF 4"

ESTIMATED QUANTITIES:

- UNCLASSIFIED BORROW = 40 CY

- 1-1/4" MINUS SURFACING = 60 TONS

- 5/8" LIMESTONE SURFACING = 15 TONS

18'

14.5'

SCALE 1"=5' B

5' WIDE TRAIL

R=3'

R=3'

23.00

32.54

5' WIDE TRAIL TYPICAL

ALL SIDES

EXISTING PICNIC

SHELTER

TRAIL SURFACING TO BE

5/8" CRUSHED LIMESTONE

TYPICAL ALL SIDES

R=3'

AA

5' WIDE TRAIL

23'

PICNIC SHELTER

CONCRETE PAD

5'

TRAIL

5'

TRAIL

5H:1V SLOPES

TYPICAL ALL SIDES

EXISTING GROUND

3" DEPTH OF 5/8" CRUSHED

LIMESTONE SURFACING (TYP.)

UNCLASSIFIED

BORROW FILL

SCALE 1"=5'

NOTES:

1. PLACE TOPSOIL ON ALL FILL SLOPES ONCE TRAIL

CONSTRUCTION IS COMPLETE.

2. ESTIMATED QUANTITIES:

- UNCLASSIFIED BORROW = 20 CY

- 5/8" LIMESTONE SURFACING = 15 TONS

NOTES:

1. CONSTRUCTED TRAIL SHALL HAVE GRADES

NO STEEPER THAN 5%.

2. REMOVE ALL DUFF AND CONSTRUCT A LEVEL

SUBGRADE BEFORE PLACING SURFACING.

3. TRAIL CENTERLINE TO BE STAKED BY C.O.

4. ESTIMATED QUANTITIES:

-5/8" LIMESTONE SURFACING = 155 TONS

EXISITNG

GROUND

5'

TRAIL WIDTH

3" DEPTH OF 5/8" CRUSHED

LIMESTONE SURFACING

SCALE 1"=4' B

4H:1V CUT/FILL SLOPES (TYP)

SCALE 1"=5' A

GENERAL CLEARING LIMITS

TO BE STAKED BY THE C.O.

CAMP SPUR (SEE TYPICAL

DETAILS A-D, SHEET 18)

CAMPGROUND ROAD

TRAFFIC DIRECTION

NO SCALE

TREES >8" DIAMETER SHALL REMAIN UNLESS

OTHERWISE SHOWN ON THE PLANS ARE OR

MARKED FOR REMOVAL BY THE C.O.

(ITEM 20208)

CLEAR ALL GROUND VEGETATION

WITHIN CLEARING LIMITS UNLESS

OTHERWISE DIRECTED BY THE C.O.

(ITEM 20101)

PLACE THREE-FOUR MAN BARRIER

ROCKS AS DIRECTED BY THE C.O.

(ITEM 02205A)

PLACE 5/8" CRUSHED AGGREGATE

SURFACING AT A DEPTH OF 2"

(INDIRECT COST TO ITEM 20401F)

NOTES:

1) SEE SHEET 18 FOR CAMP SPUR TYPICAL DETAILS.

2) CAMP LIVING AREAS SHOWN REPRESENT THE GENERAL AREA FOR

CONSTRUCTION. ACTUAL AREA FOR DEVELOPMENT WILL BE STAKED

BY THE C.O. BUT SHALL NOT BE LARGER THAN THE AREAS

DESCRIBED IN THE TABLE.

3) CLEAR ALL VEGETATION WITHIN THE CAMP LIVING AREA UNLESS

OTHERWISE DIRECTED BY THE C.O. WORK AROUND VEGETATION

DESIGNATED TO REMAIN WITHOUT SCRAPING BARK OR BRAKING

LIMBS.

4) STABILIZE CAMP LIVING AREAS BY COMPACTING WITH A VIBRATORY

COMPACTOR. PLACE UNCLASSIFIED BORROW AS NEEDED TO

MAINTAIN DRAINAGE (5% MAXIMUM GRADE IN ANY DIRECTION).

5) CAMP LIVING AREA SURFACING SHALL CONSIST OF 5/8" MINUS

CRUSHED AGGREGATE AT A DEPTH OF 2".

R = 5'

R = 30'-50'

45°-60°

13'-16' FOR SINGLE SPUR

26' FOR DOUBLE SPUR

C CAMP ROAD 12'

*V

ARIE

S, 4 0'

MIN

SEE TABLE

, S

HEET 17

L

SCALE 1"=8' A

CAMP

ROADWAY

ENTRANCE

LENGTH VARIES

10% MAX GRADE

PARKING

MINIMUM 40' AT 2% MAX. GRADE

UNCLASSIFIED BORROW AS REQUIRED

PLACE 5/8" MINUS

CRUSHED AGGREGATE

SURFACING 4" THICK

SCALE 1"=5'

CUT AND FILL SLOPES SHALL

BE NO STEEPER THAN 4H:1V

TYP. ALL SIDES

C

SCALE 1"=8'

40' MIN.

12'

R = 35' MIN.

R = 35' R = 35'

C CAMP ROAD

16'

B

L

MAINTAIN EXISTING

VEGETATION AND

TOPSOIL

SCALE 1"=8'

25' MIN. VARIES 55-75'

12'C CAMP ROAD

16' MIN.

25' MIN.

D

L

NOTES:

LOWER STRUCTUREROOFINGUPPER STRUCTURE

KIOSK FRONT ELEVATION VIEWKIOSK END ELEVATION VIEW

KIOSK PLAN VIEW

TWO PANEL KIOSK DETAILS

With Roof & Steel Mounting Brackets

RIDGE BEAM DETAIL

UPPER SPACER BEAM DETAIL

LOWER SPACER BEAM DETAIL

CHANNEL STEEL

CL

KIOSK END ELEVATION VIEW

CL

LC

LC

KIOSK FRONT ELEVATION VIEW

LC

LC

LC

LC

Upper Structure Roofing Lower Structure

KIOSK PLAN VIEW

CL

LCCLCL

LCCL

LC

CL

LC CL

PLAN VIEW PANELS, BEAMS, & POSTS

NOTES:

THREE PANEL KIOSK DETAILS

With Roof & Steel Mounting Brackets

Lower Spacer Beam & Spacer Post Detail w/o Steel I Beam

Upper Spacer Beam & Spacer Post Detail

Ridge Beam Detail

102+00

103+00

104+00

105+00

8' OR AS STAKED

BY THE C.O.

SCALE 1"=4'

ROAD SURFACE

5'

4'

3' MIN.

HORSESHOE

CAMPGROUND

BAYVIEW NORTH

GROUP CAMP SITE

BAYVIEW SOUTH

CAMP SITES

TO

BAKER LAKE HW

Y

TO

HO

RSESHO

E C.G

FO

REST RD 1118

BAKER

LAKE

BAKER

LAKE

INSTALL SIGN R1-1

STA. 0+00

R1-1: 30"x30" R1-2: 30"x30"x30" R7-8: 12"x18"

R1-1 STOP SIGN 2 EACH

R1-2 YIELD SIGN 3 EACH

R6-2 ONE WAY (LEFT) 1 EACH

R7-8 RESERVED PARKING 2 EACH

HANDICAP

W20-4 ONE LANE ROAD 1 EACH

WITH TURNOUTS

NOTES:

1) ALL SIGNS SHALL BE MOUNTED ON A 4"x4"

TREATED POST.

2) ALL SIGNS SHALL BE IN ACCORDANCE WITH

THE MUTCD.

INSTALL SIGN R1-1

STA. 100+05

12" WIDE, WHITE, PREFORMED,

THERMOPLASTIC STOP BAR

STA. -0+13

INSTALL SIGN R1-2

STA. 200+10

INSTALL SIGN R7-8 (2 EA)

CONSTRUCT ROCK SIGN BASE AT

A LOCATION STAKED BY THE C.O.

INSTALL SIGN R1-2

STA. 65+30

INSTALL SIGN R1-2

STA. 209+35

R6-2: 12"x18"

INSTALL

SIGN R6-2

STA. 208+00

INSTALL GATE

STA. 0+30

W20-4: 36"x36"

INSTALL W20-4 AND RIDER

SIGN ON SAME POST

STA. 1+50

BLACK ON YELLOW:

24"x18"

3'-11"

3'-4"

5'-0"

Signs To Be Furnished and installed by others.

10" 10" 2' - 5"

Concrete Footing

6' - 6"

#4 Rebars 12" O.C. E.W.

5' - 6"

6" 6"

Shield

2"

River Rock (6" to 12" dimensional rocks) Concrete Base With Mortared

5' - 6"

6"

3' - 6"

6"

LC

20"

Sign

LC

2" I.D. Galv. Pipe

Bottom Of Sign

Top Of Rock Base

22"

LC

2"

1-1/2"

2"

SIGN MOUNTS

Drill 1/2" Holes

Galv. Bolts, Nuts, & Washers 7/16"x 3-1/2"

Galv. Dipped.

Be 1/4" Thick & All Steel For Brackets Shall

Note:

Weld All Steel Plate Components Together.

4' - 6"

Shield Shield

SignSign

6"

LC

Note:

All Galvanized Metal That Has Been Cut, Drilled, Or Scraped Shall Be Treated With An Approved Galvanizing Paint.

CL

7/16" Galv. Bolts, Nuts, & Washers

(Not in Contract) 7/16" Galv. Bolts, Nuts, & Washers

10"

3' - 6"

2' - 5"

Native Material Backfill

2' - 2"

4' - 2"

See Detail "B" For Shield Mounting Brackets, And Bolts.

FS Shield

FRONT VIEW SIDE VIEW

Sign Base

6"

6"

6"

3"

Mounting Bracket 2 Each

3"

3"

3"

3/8"x 3" Threaded Bolt, Nut, & Washer, 6 Each

Mounting Brackets To Be Made With 1/4" Thick Steel

Mounting Bracket 2 Each

3/8"x 6" Threaded Bolt, Nut, & Washer, 6 Each

Drill 3/4" Dia. x 4" Deep Holes Into Rock Sign Base And Grout In 6" Long Bolt

Face Of Rock

All Steel Components For Brackets Shall Be Galvanized Dipped.

Shield

Sign Resting Plate (2 Each)

Sign Resting Plate Both Sides

20"

1/2" Diam. Holes 4 Places

LC

2 - 2" I.D. Galv. Pipes, 7'-10" Long (Weld O Steel Plate Cap On Top)

4 Sign Mounting Brackets See Detail "A" For

3' - 4"

4"7' - 0"

3' - 4"

20"

MOUNTING BRACKETS

FRONT ELEVATION VIEW

SIDE ELEVATION VIEW

PLAN VIEW

SIGNS

13.5"

15.5"

(Not in contract)

FS

9"

B

A

(Not in Contract)

RESTING PLATE PERSPECTIVE VIEW

4" 2' - 10"

(Weld O Steel Plate Cap On Top)

3"

3"

2'-2"

6" 6"

(Not in Contract) (Not in Contract)

(Not in Contract)

(Not in Contract)

Sign (Not in Contract)

Signs (Not in Contract)

(Not in Contract)

2 1/2" 4" 2 1/2"

4"

SET TOP OF PIPE 4'-0" ABOVE C ROAD

TACK WELD CAP AFTER INSTALLATION

L

3'-0" 2'-0" 8'-0"

2'-0"

16'-0"

2'-0" 2'-0" 2'-0" 3'-0" 7"

16'-11"

SEE DETAIL A

3' -6

/4

A36 STEEL TUBING

TS 2 x 2 x 0.125

3" DIA. PIPE x 8'-0"

A36 STEEL TUBING

TS 2 1/2" x 2 1/2" x 0.141

1/8

DRILL FOR 3/8" BOLT

SIGN MOUNTING

EXISTING

GROUND LINE

CONCRETE

3' M

IN

3' DIAM.

HINGE POST

ELEVATION

VIEW

A

FINISHED

GRADE

5'

LOCKING POST B

8"

P 1/4 x 8 x 8L 1/8

3" PIPE

SOCKET PLUG

3 3/4" DIA.

P 1/2 x 5 x 9L

1/8

1/8

1/8

3' -6

/4

3'

-0

/4

3/16

1/8 1/8

P 1/2 x 5 x 9L P 1/2 x 5 x 5L

HINGE DETAIL

1 1/2

1/8 1/2 x 1 1/8 SLOT

FOR LOCK BARS

1/

3/

4"

/1

1/4

MASTER

LOCKING PIN

1 1/2

1 1/2

3/8 x 1 1/8 SLOT P 1/4 x 3 x 7L

1/8 1 3/4

4" 7"

DETAIL A

MOVEABLE LOCKING POST DETAILS

1/8

1/8 3/16

P 3/8 x 8 x 1'-7 1/2"L 1/8

4" 5 3/4 5 3/4 4" 1'-7 1/2"

3/8 x 1 1/8 SLOTS

4" 8"

4"

P 1/8 x 8 x 8

2 REQ'D

L

P 1/8 x 8 x 1'-7 3/4"

2 REQUIRED

L

MOVEABLE LOCKING

POST 3" DIA. PIPE

x 4'-6 1/4"

PIPE

4"

DIA.

1' -6

12" DIAM.

DOUBLE LANE

CENTER AND SHOULDER

LOCKING POST SOCKET

B

3" FOR AC SURFACING

SHOULDER POST SOCKET

FOR MOVEABLE POST

HINGE POST

ROAD

CENTERLINE STATIONARY LOCKING POST

CB

A CENTER POST SOCKETB

PLAN VIEW

A

18" x 30" R11-2 (MUTCD)

3" DIA. PIPE

6' 6" LENGTH

CONCRETE GROUND LINE

STATIONARY

LOCKING POST

ELEVATION

VIEW

C

3' M

IN

3' -6

12'+

16'-11"16'-11"

12'+

DOUBLE LANE ROAD

ELEVATION VEIW

NOTE:

1) INSTALL GATE AT THE LOCATION SHOWN ON THE SIGN PLAN.

2) METAL SHALL BE PAINTED ONE COAT OF METAL PRIMER AND TWO COAT

OF COCOA BROWN EXTERIOR ENAMEL PAINT.

3) DOUBLE LANE GATES REQUIRE A LOCKING POST SOCKET ON ONE

SHOULDER TO RECEIVE CENTER LOCKING POST WHEN GATE IS OPEN.

4) CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 601, METHOD B.

5) EXCAVATION (CUT AND FILL) MAY BE REQUIRED IN ESTABLISHING THE

PROPER GRADE ELEVATION FOR INSTALLING THE HINGE POSTS,

SHOULDER POST SOCKET, AND STATIONARY LOCKING POST.

TYPE 3 OBJECT MARKERS

(RED & WHITE)

R11-2 18" x 30" (2 EACH)

TYPE 2 OBJECT MARKER

(YELLOW) ON EACH SIDE OF

EACH POST INCLUDING

LOCKING POSTS (TOTAL OF 8)

FINISHED

GRADE

NO. 4 REBAR WELDED

TO BOTTOM OF 4" PIPE

10" DEPTH OF 2" DRAIN ROCK

SEE DETAIL BELOW

CONCRETE COLLAR

12" CONCRETE COLLAR

3' -6