AG-9702-S-10-0507 Attachment 2 - Plans and Drawings.pdf

Kirkwood Lake

Silver Lake

P ed dl er

H ill

B or ro w

S ite

M ile s

To M in de n

To Jackson

Road Log

Project Location (Water Source on Site)

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UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FIVE

Kirkwood Lake Campground Rehab Project

State of California

99101

96San Diego

Los Angeles

Santa Barbarr

Bakersfield

Bishop

Fresno

San Joss

San Fransisco

Ukiah

ReddingEureka

Reno

Placerville Sacramento

Modesto

Vicinity Map Eldorado National Forest

80 89

Stockton

Sacramento

Auburn

Forest Hill

Georgetown

Placerville

Truckee

Jackson

Markleeville

Reno

L ak e Ta ho e

South Lake Tahoe

Eldorado National

Forest

Carson City

18 17

13 18 17 16 15

Martin Meadow Borrow/Disposal Site

Tragedy Springs Barrier Rock Source

INDEX TO SHEETS

SHEET

NO. DESCRIPTION

2 - 6

7 - 8

Title Sheet

Materials & Quantities

Details & Typicals

Approximate Scale

20 4 miles1

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9 - 14 Grading and Site Plans

Sheet 9

Sheet 10

Sheet 12

Sheet 13 Sheet 11

Sheet 14

RECOVERY.GOV

Reinvestment Act

PROJECT FUNDED BY THE

American Recovery and

PUTTING AMERICA

TO WORK

3/4" Schedule 40 PVC set into dadoed groove

1" X 4" S4S redwood cover secured to post w/8 - 2" stainless steel screws evenly spaced

6" X 6" S4S redwood post

CL

1-3/4"

1- 3/

4"

Section C - C Scale 2" = 1' - 0"

Locating wire

General Notes Section 01010: Water may be pumped, using a portable pump, directly from Kirkwood Lake.

Section 02110: All trees > 6" dia. to be removed will be marked by the Forest Service. Logs shall be decked at Martin Meadows Borrow Site in an area marked on the ground by the Forest Service. Trees < 6", brush, tops, limbs and slash shall be chipped and scattered adjacent to the work site. Stumps, shall be removed off Forest Service land.

A distinction is being made between two clearing bid items for Forest Service administrative purposes only.

Section 02111: Faucet unit components shall be removed off Forest Service land.

Section 02112: Camp unit posts, food storage lockers shown on the plans, tables, pedestal grills and wood signs shall be removed in a manner that does not damage the facilities. Pedestal grills shall be stock-piled at the host site.

Firerings shall be removed off Forest Service land.

Section 02210-1: It is assumed that blasting will be required for the construction of new parking areas. Additional floaters and rock outcrops may be present that are not shown on the drawings. Blast and ripping are incidental to Earthwork.

Section 02210-2: Borrow material is available at Martin Meadow Campground and Peddler Hill Borrow Site.

Section 02270: Riprap generated on site which meets dimension specifications may be utilized. Additional riprap is available at no charge from Tragedy Springs and Peddler Hill Borrow Sites.

Section 02505: Aggregate base is from a commercial source.

Section 02841-2: Barrier Rock generated on site from excavation work which meets dimension specifications may be utilized. The remainder is available at no charge at Tragedy Springs quarry.

Section 02842-2: ARRA signs only are government furnished material. Posts and hardware will be supplied by the contractor. Signs shall be delivered to the contractor at the pre-work meeting. Signs shall be placed prior to the beginning of any construction.

Section 02870: It is assumed that blasting will be required for the levelling of campsites. Additional floaters and rock outcrops may be present that are not shown on the drawings. Blast and ripping are incidental to Campsites.

All wood for picnic tables shall be removed, sanded and painted. The table frames shall also be sanded as needed, then painted and the tables reassembled. Camp unit posts and food storage lockers shown on the plans shall be re-installed. New firerings shall be installed. All furnishings shall be installed at locations marked on the ground by the Forest Service.

DQ = Designed Quantity, AQ= Actual Quantity, LSQ = Lump Sum Quantity, VQ = Vehicle Quantity, LS = Lump Sum, LF = Linear Feet, CY. = Cubic Yard

01900 Mobilization, (LSQ) 1 LS

02110-1 Clearing & Grubbing 80%, (LSQ) 1 LS

02110-2 Clearing & Grubbing 20% ARRA Funded, (LSQ 1 LS

02111 Demolition (LSQ) 1 LS

02112 Removal & Salvage of Campground Furnishings (LSQ) 1 LS

02210-1 Earthwork, (LSQ) 1 LS

02210-2 Borrow Excavation, (VQ) 588 CY

2270 Riprap, (AQ) 34.2 CY

2280 Walkway, (LSQ) 1 LS

02500-1 Roadside Drainage Reconstruction, (LSQ) 1 LS

02500-2 Catch Basin Construction, (AQ) 1 EA

02500-3 Channel Excavation, (AQ) 390 LF

02500-4 15-Inch X 21-Inch Corrugated Metal Pipe Arch, (AQ) 42 LF

02500-5 12-Inch Corrugated Platic Pipe, (AQ) 10 LF

02500-6 24-Inch Corrugated Plastic Pipe, (AQ) 24 LF

02505 Aggregate Base, (AQ) 950 TON

02510-1 Asphalt Concrete - Parking (AQ) 175 TON

02510-2 Asphalt Concrete Curb (LSQ) 1 LS

02510-3 Asphalt Concrete - Entrance Rd.: Option #1 (AQ) 700 TON

02610 Bituminous Surface Treatment and Seal Coat: Option #2 (DQ) 5350 SY

02680 Painted Traffic Markings (LSQ) 1 LS

02841-1 Re-install Barrier Rock, (LSQ) 1 LS

02841-2 Haul and Place Barrier Rock, (AQ) 116 EA

02842-1 Install Signs, (L.S.Q.) 1 LS

02842-2 Regulatory Signs, (AQ) 3 EA

02870 Campsites, (LSQ) 1 LS

03302 Refuse Bin Pad, (AQ) 2 EA

15255 Faucet Unit, (AQ) 4 EA

Option #1 and #2 are either/or based on bid estimates

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10Quantity Sheet

Item No. Description Qty Unit

AA

B

B

2% Slope 2% Slope

2% S lo pe

Faucet & support post Drain sump - concrete utility box, Fill with 4" to 8" clean rock

Faucet Unit w/Drain Sump - Plan View

Scale 1/2" = 1' - 0"

10' - 0"

6'

0"

3'

0" 3'

0"

Line of drain ditch underground

4' - 0"4' - 0"

Compacted select material

Section A - A

Scale 1/2" = 1' - 0"

5' - 0"5' - 0" m in m in

Fill drain ditch w/4" - 8" dia.

clean rock

Barrier - 4 oz. non-woven geotextile filter fabric

Finish grade

Heavy galv. expanded metal screen w/1/4" max. openings

CC

2%

Drain Sump - B-36" concrete Christy electrical/utility box. with a B36E 12" high extension below (or equal).

4' - 0"4' - 0"

2%

CL

4” Compacted aggregate base

6" X 6" S4S redwood post w/45° chamfer

1/2" GSP nipple w/coupling

Self closing faucet - Haws Model 6250 LF (lead free) or equal.

3/4" PVC in dadoed groove

1" X 4" S4S Redwood cover

Galv.

expanded metal screen

3/4" PVC supply line

3/4" - 90° Elbow Fill w/4" - 8" clean rock

6'

7" m in m in

9"

4" m in m in

36" m in

1"

2% Slope

Section B - B

Scale 1/2" = 1' - 0"

Note: All redwood shall be heart grade

Locating wire

4” Compacted aggregate base

3/4” X 1/2” - 90 PVC reducing elbow (3/4”S X 1/2 Ft.)o

Edge of double chip seal overlay

4” Compacted aggregate base

Asphalt concrete curb, DG-2, AR-4000

Asphalt Concrete Curb No scale

1-1/2:1

6”

6”

9”

2' - 0" 2' - 0" m in

2:1 min.

6"

Exist ground

Centerline of channel excavation shall be staked in field by Forest Service

Riprap

Channel Excavation Detail

No Scale

Elevation is the same as the invert at inlet & outlet of CPP or CMPA

2:1 min.

4'

1:11:11-1/2:1 Ex. slope

4'4'

15'-0"15'-0"

Point on Curve (typ)

C .M

.P

3:13:1

1:

2' 2'

Top of Bank

Bottom of Ditch

Edge of Road

Catch Basin Plan View No Scale

1:1

Exist ground Asphalt Concrete

Aggregate Base

Compacted Fill

18" C.M.P. 1:0

4'-0"

3:1

Catch Basin Section No Scale

Edge of shoulder

Covered Water Drafting Box

No Scale

Varies

16" metal pipe

24" X 24" X 3/16" steel plate

24" X 3" X 3/16" steel plate base on all screen sides

Hardware cloth on top and (3) sides. 2mm openings maximum

3/16" X 1-1/2" angle iron frame

(4) pieces @ 19-1/2"

(2) pieces @ 21"

(2) pieces @ 24"

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Dia. or Span + 2' Minimum excavated limits

D

CL

1/10D

Exist ground

Select material 12

M in

.Flow line grade

Select bedding material 4" min.

depth

Rock Foundation

Pipe

No Scale

D

1/10 D

4" min

Select bedding material

Exist. ground

Section A - A No Scale

Native material

Select material

Select bedding material

12"

D

D or 12" max.

Profile grade

CPP or CMPA

Method of Backfilling Pipe

No Scale

CULVERT INSTALLATION DETAILS

CL

A A

Notes:

Introduce camber under center of fill to provide for settlement.

Min. camber 1% of pipe length

See site plan for inlet and outlet invert elevations. Inlet and outlet of C.P.P. to be placed on natural ground unless otherwise noted on site plan.

Channel Excavation

Select bedding material

2' beyond fill

1-1/2:1

Walkway or parking (see site plan)

Select backfill material

Culvert Section

Channel excavation (where shown on site plan)

Corrugated metal pipe arch or black corrugated plastic pipe (see site plan)

Native backfill material

No Scale

12” Min.

2:1 2:1

Exist. ground

1’-0”2’-0”2’-0”

Ditch Reconstruction No Scale

Finish grade double chip seal

Compacted select fill material (campsite) or 4” aggregate base (walkway)

Compacted native material or borrow material

Existing ground

Fill slope @ 1-1/2:1

2' -0 m in

3'-0" min.

key @ toe of fill

Vary size of riprap throughout slope (2 - 100 lbs).

3'-0" min.

Riprap Detail No Scale

1'- 6" m in

9'

4"

5'

0" 4'

4"

6"

3' - 8"

17"

Paint arrow white

10 "

Directional Arrow Scale 3/8" = 1' - 0"

Paint symbol white

Blue background 4" wide white border

Handicap Symbol

Scale 3/4" = 1' - 0"

4' - 0" min.

4'

0" m in

3" r =

2 1/2"

3"

6"

2 1/2"

8' - 0" 8' - 0"Varies - see road log

Ex ist

. r oa d va rie s

8'

0"

5'R

Entrance Road Turnout Detail

No Scale

Entrance Road

12” Aggregate base shoulder

Length varies Extends from edge of road to centerline of road

Paint message and bar white

8”

1’ - 6”

8’

0”

8” (t yp

4” (typ)

7’ - 8”

STOP and Stop Bar Traffic Markings Detail

No Scale

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NOTES:

1. See road log and site plans for description of work.

2. Scarify exist. asphalt pavement/chip seal to a depth of 6” for the full width of the road where shown on the drawings. Maximum size for pulverized material shall be 4”. Slope to existing settling basin as shown on site plan.

3. Asphalt Concrete (Option #1)

a. Tack coat shall be CRS-2 applied to the full width of exist. pavement

b. Asphalt concrete sahll be DG-2, AR-4000

4. Double Chipseal (Option #2)

a. Aggregate grading shall be 1/2” x #8 @ 30 lbs/SY (1st lift) and 3/8” x #8

@ 18 lbs/SY (2nd lift)

b. Emulsified asphalt shall be LMCRS-2h @ 0.40 gal/SY. (1st lift) and LMCRS-2h @ 0.35 gal/SY (2nd lift).

c. Double chip seal shall be followed with a Fog Seal consisting of SS-1h and water.

Limits of Clearing (see note)

10 -0”

Overlay to limits of existing pavement. Roadbed width varies see road log

12"

- 0

1-1/2 1Exist.

Ground

Entrance Road Detail No Scale

Maintain existing inslope/outslope configuration

Note: Any tree greater than 6" will be designated for removal by the F.S.

10’-0”

Existing pavement

Place Aggregate base shoulder

Place 2-1/2” asphalt concrete (option #1) or double chip seal (option #2) overlay

90°

Van Accessible Parking Stall Striping Detail

No Scale

4” wide solid white stripe

Edge of pavement 8’ - 0” 8’ - 0”

3’ - 0” O.C.

(typ)

Limits of Clearing

Varies Roadbed width varies 10’ - 12’

- 0

Place 4" Compacted Agg Base

Top of cut

Campground Road Detail No Scale

Note: Aggregate Base shall be Class 2, 3/4" material

Note: Any tree greater than 6" will be designated for removal by the F.S.

Varies

1-1/2:1

Level exist. agg. base course prior to placement of new agg. base

Roadbed shall be sloped to maintain exist. drainage pattern. Minor adjustments will be made during construction as directed by the F.S.

90°

4" Wide Solid White Stripe

Edge of Pavement

No Scale

90 Parking Stall Striping Detailo

20’-0”

10’ - 0”

Limits of Clearing

Varies Parking width varies see site plan

12"

- 0

4" Agg Base 2-1/2" Asphalt Concrete

Exist. Ground

Slope (see site plan)

Varies

Aggregate base shall be Class 2, 3/4” material

Asphalt Concrete shall be DG-2, AR-4000

3:1

Fill 3’ on trees max.

3:1

Compacted Fill Asphalt Concrete Parking Area Detail

No Scale

12” Select material

Exist. pavement

Asphalt concrete (option #1) or double chip seal (option #2) overlay

Road Turnout - 12’

4” Compacted aggregate base

1’ - 0” shoulder

Compacted select material

Exist. ground

1-1/2:1

Entrance Road Turnout Profile Detail No scale

Food Storage Locker Installation Detail

3’

0- 1/

2”

4-3/16”

3-13/16”

30 C.F. food storage locker

Concrete pad

#4 Rebar (typ.)

1/2” X 3” Hex bolt (typ.)

Weld bolt heads to rebar in

(2) places opposite sides

8” m in

(ty p)

2’

- 1 /2

3 -3/8”

4 -5/8”

4’ 10-1/2”

8”min.

(typ)

14-1/8” 14-1/4” 14-1/8”

Plan View Weld bars that cross in (1) place

2” X 2” X 0.95 steel tube leg

2”

8”

1-1/2”

Concrete pad

Use shims to level food storage locker

2”

#4 Rebar 4-3/16”

Section

1/2”X 3”Hex bolt w/flat washer and (2) nuts

No Scale

Weld nut to rebar

8' - 0" 8' - 0"25' - 0" 10

5'R

Spur Turnout Detail

No Scale

Campground Road

12” compacted native material shoulder

Slope + 2% max.

in any direction

36" min.

12" min.

36" max.

m in m in

Bury rock to greatest horizontal dimension

Notes:

1.Barrier locations to be staked by F.S.

2.Maximum distance between rocks shall be 2'

Aggregate base or asphalt concrete pavement

Rock

Rock Barrier No Scale

" m in

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Dimensions vary

Slope 3% max.

Notes:

1. Remove all trees <6” and stumps protruding from finished grade within camp unit.

2. Remove all rocks less than 1 C.F. and all rocks marked by F.S. over 1 C.F. protruding from finished grade. Removal of rock may require blasting.

3. Dimensions and configuration of campsites will vary. Perimeter will be staked on ground by F.S.

Campsites will be not greater than 1050 S.F.

4. Install campsite furnishings as noted on site plans for each unit.

3:1 cut-slope

3:1 fill-slope unless riprap to be placed on slope as shown on site plan (see riprap detail)

Compacted fill material or borrow material.

Ex. ground

CAMP UNIT DETAIL

No Scale

12”

Compacted select material

Maintain tree bole elevations.

Transition to finished campsite grade within 2’ radius around tree.

Fire Ring Detail

Anchor Pin(Typ.)

Concrete footing (typ.)

A A

Plan View

Note: Tip-back grate not shown

32" O.D. Firering (Pilot Rock Model FS-30/18/PA) or equal.

8" Dia

Concrete footing

(3) required

9"

48" min.

Max. grade 2% 48" min. all around grill

Finish grade

Section A - A

1"

1/2” anchor pin

3"

Fill w/clean 1-1/2” drain rock

1’

6”

Slop e +

2% m ax in an y d ire cti on

Road

Angle as staked

Var ies se e s ite pl an s

Varies - see site plans

12" compacted native material shoulder

35' radius 5' radius

Edge of aggregate base

Parking Spur Plan View Detail

No Scale

Edge of exist. road

Varies - See site plans

Slope 2% max.

12"

Place & compact 4" Agg. Base Class 2, 3/4" material

Exist. ground

Compacted select material

Parking Spur/Turnout Profile Detail

No Scale

Compacted native material

Refuse Bin Pad Detail

1/8"/1'-0"

SlopeDirection of

Lt. Broom

8'

- 0

6'

- 8

5' - 0"

10' R

16' - 6"

P av ed R oa d

D ire ct io n of T ra ffi c

45º

General Notes:

1. Concrete color: Davis #6804 @ 1-1/4 lbs/sack of cement to be added to concrete.

2. Concrete surface to have a light broom finish.

Edge of concrete pad to be level w/fin.

grade of aggregate base apron

4"

4" 4"

8' - 0"

6" X 6" X #10 WWM

45º slope

Compacted aggregate base Compacted sub-grade

Edge finish concrete

Finish grade

Plan View

Typical Section No scale

No Scale

7' R

Aggregate base apron

3"

3/8" X 3" Galv. bolt and nut w/(2) flat washers. Peen threads to prevent removal of nut.

Paint frame and all metal parts w/zinc rich primer and finish w/2 coats of Rust-O-Leum semi-gloss black enamel or equal

Finish grade

Table leg

10' Length of zinc plated 5/16" thick case harden link chain

Concrete anchor w/embedded chain

Picnic Table Installation Detail No Scale

12" Dia.

Sand and stain all boards w/2 coats Olympic semi-transparent stain #713 Oxford Brown or equal

Dismantle tables prior to painting individual parts. Let all components completely dry before re-assembly.

Exist. ground

Slope soil away from post

2”

1’ - 0”

1” - 4” gravel

Compacted select material

6” 1/ he ig ht of p os t

Camp Unit Post Installation Detail No Scale

Notes:

* Signs, posts and hardware shall be furnished by the contractor.

* *(1) Keep Left and (3) Van Accessible signs shall be 12” X 18” non-reflective aluminum available commercially and meeting the specifications in the “Manual on Uniform Traffic Control Devices” of the Federal Highway Administration.

* Exact installation locations shall be staked by the Forest Service.

Regulation Sign Installation Detail No Scale

4"3/4" Chamfer

1/4" Round head machine screw w/washers each end, plated (Typ.)

5'

0" 2'

6" m in

4" X 4" P.T. D.F. post

KEEP

LEFT

1’ - 0”

1” - 4” gravel

Compacted select material

6”

Slope soil away from post

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Remove (5) wood signs as complete intact units. Install as shown. Exact location shall be staked by F.S.

8”

3”

3”

2’

6”3’

0” 3’

0”

1’

2” 3’

0” m in

6”

Finish grade

1-1/2” drain rock

Compacted select material 12” all around posts

Front View

No Scale

Side View

No Scale

Fee Sign Installation Detail

2’

6” 3’

0”

1’

0” 8”

2’ - 4”

Compacted select material 12” all around posts

4” X 4” P.T. D.F. Post w/ 3/4” chamfer

* ARRA signs (excluding posts) are gov’t furnished material. Signs shall be installed prior to the beginning of all construction.

ARRA Sign Installation Detail No Scale

4”

3’

0” m in

3/8” X 3” galv.

carriage bolts (typ)

RECOVERY.GOV

Reinvestment Act

PROJECT FUNDED BY THE

American Recovery and

PUTTING AMERICA

TO WORK

A/B Walkway

5' - 0"

4" Agg Base Compacted Fill

Slope 0%

Exist.

Ground

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

6+00 7+00 8+00 9+00 10+00 11+00 12+00

In te rs ec tio n w /H w y.

0+00 - 1+15 Replace exist. A/C curb

+6

Road width tapers from 100’ to 20’

Overlay exist. pavement w/2-1/2” asphalt concrete (option #1) or double chip seal (option #2) Place 1’ aggregate base shoulder each side

Heavy lodgpole < 8” dia.

Clear 10’ each side of road

5+72 Maintain 24” C.M.P.

Reconstruct Inlet Basin

ST

O

P

0+10 Paint “STOP” and stop bar

+2

Road width 20’

7+78 - 8+13 Pave turnout

9+34 Maintain (2) 18” C.M.P’s Reconstruct catch basin

7+78 - 9+34 Reconstruct ditch

Heavy lodgpole < 8” dia.

Clear 10’ each side of road

Road width 20’

+7

+7

Road width 12’

Light limbing Brush 10’ each side of road

10+75 Maintain 24” C.M.P.

11+66 - 12+44 Pave turnout

Notes:

1. Asphalt concrete overlay (option #1), see sheet 4

2. Double chip seal detail (option #2), see sheet 4

3. Clearing detail, see sheet 4

4. Stop sign and bar detail, see sheet 4

5. Curb detail, see sheet 2

6. Turnout detail, see sheet 4

7. All drainage details, see sheet 3

0+25 Install ARRA sign

Overlay exist. pavement w/2-1/2” asphalt concrete (option #1) or double chip seal (option #2) Place 1’ aggregate base shoulder each side

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2+

12+00 13+00 14+00 15+00 16+00 17+00 18+00

18+00 19+00 20+00 21 +00 22+00

Road width 12’

13+81 - 14+41 Pave turnout

15+38 - 15+85 Pave turnout

+8

Light limbing/(8) trees <24” to be removed Light brushing 10’ either side of road

Light limbing Light brushing 10’ either side of road

17+81 Maintain 18” C.M.P.

Reconstruct Catch Basin

17+05 - 17+81 Reconstruct ditch

Road width 12’

Light limbing Light brushing 10’ either side of road

20+97 Maintain 18” C.M.P.

+4

E nd ro ad lo g S ee S ite p la ns p g.

fo r a dd iti on al w or k

Overlay exist. pavement w/2-1/2” asphalt concrete (option #1) or double chip seal (option #2) Place 1’ aggregate base shoulder each side

Overlay exist. pavement w/2-1/2” asphalt concrete (option #1) or double chip seal (option #2) Place 1’ aggregate base shoulder each side

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0’ 10’ 20’ 30’

Scale 1” = 10’

Rock Outcrop

Rock Outcrop

Rock Outcrop

Rock Outcrop

Rock Outcrop

Rock Outcrop

Rock Outcrop

Rock (typ)

Match Line A

8P

14P

24P

24P

16P(2)16P

18P 16H

16P

14H

8H

10P

16P

14P

16P

16P14P

14P 10H

8P

18P

4P4H

18P

6P

6P

6H

6H

6H 6P8F

16H

14P

10,16P

12P

12P

6P

12P

16P

14H

12P

14H

4F

4F

10P

16P

26F

6P

16F 12P

6P

6F

6P

14F

8P

18F

14F

24F

28P

28P 14H

12F

10F

16P

10P

30P

18P

10P

24P

12P30P

36P

14P12P

4P

10P

18P 16P

10P

16P

18P

16P

8F 4F

10F

16F

8F

12F

10P

14F

16F

8F

16P

20P

14P 16P

18P

14P

12P

10P

6P

8P

10F

18F 16F

14F

Paint the following traffic markings at locations shown on plan

(4) arrows

(2) wheelchair symbol

(1) hatched aisle

(395) L.F. parking stripe See details sheet 4.

Construct (6) 10’ X 25’ parking spaces.

Slope 6% away from road.

Surface w/asphalt concrete See detail sheet 4.

Construct parking areas.

Surface w/asphalt concrete.

See detail sheet 4.

Construct 75 L.F. channel excavation.

See details sheet 3.

Install 15” X 21” X 42’ C.M.P.A.

w/Inlet Basin See details sheet 3.

Place 50 barrier rocks (typ.)

See detail sheet 5.

Overlay existing road with 2-1/2” asphalt concrete (option #1) or double chip seal (option #2).

See detail sheet 4.

20’-0” 20’-0” 25’-0”

20’-0”

20’-0”

25’-0”

Varies

Rock Outcrop

Heavy tree cover <9” dia.

Sta. 22+43

R oad Log

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Rock Outcrop

Rock Outcrop

Rock Outcrop

Rock Outcrop

Willows

Willows

Tree line

0’ 10’ 20’ 30’

Scale 1” = 10’

12%

Maintain existing road and drop off area.

M at ch L in e

A

Match Line B

Exist. Settling Basin

Exist. Swale

18P

28P 48F

18P18P 24P

SNAG

16F

24F

10F

18P

18F

16F

12F

Sl op e 4%

Sl op e 4%

S lo pe

S lo pe

Paint the following traffic markings at locations shown on plan

(1) wheelchair symbol

(1) hatched aisle

(130) L.F. parking stripe See details sheet 4

Place 41 barrier rock (typ.)

See detail sheet 5

Construct parking area. (4) spaces @ 25’ length and

(5) spaces @ 20’ length. Grade to drain into existing settling basin @ 4%. Surface w/asphalt concrete.

See detail sheet 4

Scarify existing chip seal. Grade to drain to settling basin at 4%.

Surface w/double chip seal.

See detail sheet 4

Overlay existing road with 2-1/2” asphalt concrete (option #1) with double chip seal (option #2).

See detail sheet 4

Varies

Replace exist. 18” CMP w/24” X 24’ CPP. Place CPP at exist. invert elevation.

See detail sheet 3

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Scale 1” = 10’

Exist. drainage

Existing toilet

Construct 30 L.F. channel excavation.

See detail sheet 3

Install 12” X 10’ black plastic pipe.

See detail sheet 3

M at ch L in e

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Unit # 9

Match Line F

10’ - 0”

Re-install (5) existing fee station signs. Exact location shall be staked by Forest Service.

See detail sheet 6

40’ - 0”

10’ - 0”Typ.

M at ch L in e

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0”

Host Site 10’ - 0”

Unit #12

Demolish exist. faucet unit.

Construct faucet unit (fill material required to raise grade).

See detail sheet 2

Match Line C

Construct parking area. Surface with 4” aggregate base.

See detail sheet 4

Reconstruct road and turnouts to dimensions shown. Surface with 4” aggregate base.

See details sheet 4

Construct parking spurs and camp units to the following dimensions (see details sheets 5):

Unit # Spur Spur Unit Length Width Sq Ft*

Host 50’ 20’ 1050 9 30’ 16’ 1050

12 30’ 16’ 1050

* Campsite layouts shown on plans depicts general locations only. Actual configurations shall be staked on ground by F.S.

Unit # 9:

*Realign spur *Maintain grade around food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

Unit # 12:

*Maintain grade around food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

Host Site:

*Refurbish and reset exist. picnic table *Install new fire-ring *See details sheets 5 & 6

Demolish exist. faucet unit Construct faucet unit See detail sheet 2

1214 Site Plan

03/31/10 Forest Service - Pacific Southwest Region

U.S. Department of Agriculture

Eldorado National Forest

DESIGNED BY:

DRAWN BY:

CHECKED BY:

V. Jowise

V. Jowise

D. Jones

FOREST SUPERVISOR

FOREST

FOREST RESOURCE OFFICER

DISTRICT RANGER

DATE:

REVISION:

SHEET NO.

PROJECT NAME

Kirkwood Lake Campground Rehab

OF

0’

S ca le

0’

Match Line C Match Line D

E xi st in g to ile t

C on st ru ct fa uc et u ni t S ee d et ai l s he et

U ni t #

U ni t #

U ni t #

U ni t #

D em ol is h ex is t.

fa uc et u ni t

C on st ru ct fa uc et u ni t S ee d et ai l s he et

C on st ru ct re fu se b in p ad

S ee d et ai l s he et

10’ - 0

C on st ru ct p ar ki ng s pu rs a nd c am p un its to th e fo llo w in g di m en si on s (s ee d et ai ls s he et s 5)

U ni t # Sp ur Sp ur U ni t

Le ng th W id th

S q

Ft

C am ps ite la yo ut s sh ow n on p la ns d ep ic ts ge ne ra l l oc at io ns o nl y.

A ct ua l c on fig ur at io ns sh al l b e st ak ed o n gr ou nd b y F.

S

P la ce

.5 C

.Y . r ip ra p S ee d et ai l s he et

U ni t #

*R ea lig n sp ur *R ai se c am p un it gr ad e

1’ *M ai nt ai n gr ad e ar ou nd fo od s to ra ge lo ck er

*R ef ur bi sh a nd re se t e xi st

. p ic ni c ta bl e *I ns ta ll ne w fi re -r in g

*R em ov e an d sa lv ag e pe de st al g ril l *R es et e xi st . c am p un it po st

*S ee d et ai ls s he et s

U ni t #

*R ai se c am p un it gr ad e

1’ *R es et e xi st . f oo d st or ag e lo ck er *R ef ur bi sh a nd re se t e xi st . p ic ni c ta bl e

*I ns ta ll ne w fi re

-r in g *R em ov e an d sa lv ag e pe de st al g ril l

*R es et e xi st

. c am p un it po st *S ee d et ai ls s he et s

U ni t #

*R ea lig n sp ur *F ill m at er ia l r eq ui re d to m ee t g ra de s *R es et e xi st . f oo d st or ag e lo ck er *R ef ur bi sh a nd re se t e xi st . p ic ni c ta bl e

*I ns ta ll ne w fi re

-r in g *R em ov e an d sa lv ag e pe de st al g ril l

*R es et e xi st

. c am p un it po st *S ee d et ai ls s he et s

P la ce

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.Y . r ip ra p S ee d et ai l s he et

U ni t #

*R ea lig n sp ur *R ai se c am p un it gr ad e

1’ *R es et e xi st . f oo d st or ag e lo ck er *R ef ur bi sh a nd re se t e xi st . p ic ni c ta bl e

*I ns ta ll ne w fi re

-r in g *R em ov e an d sa lv ag e pe de st al g ril l

*R es et e xi st

. c am p un it po st *S ee d et ai ls s he et s

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Match Line D

Match Line E

0’ 10’ 20’ 30’

Scale 1” = 10’

M at ch L in e

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Existing Drainage

Construct 30 L.F. walkway See detail sheet 6

Place 6.7 C.Y. riprap See detail sheet 3

Unit #5

Unit #6

Unit #7

Construct parking spurs and camp units to the following dimensions (see details sheets 5):

Unit # Spur Spur Unit Length Width Sq Ft*

5 ** ** 1050 6 ** ** 1050 7 25’ 13’ 1050

* Campsite layouts shown on plans depicts general locations only. Actual configurations shall be staked on ground by F.S.

** See spur turnout detail sheet 5.

Construct faucet unit See detail sheet 2

Construct refuse bin pad See detail sheet 6

Construct 135 L.F. diversion ditch See detail sheet 3

10’ - 0”

Unit # 6:

*Construct turnout parking *Maintain grade around food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

Unit # 5:

*Construct turnout parking *Raise camp unit grade 1’ *Reset exist. food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

Unit # 7:

*Construct parking spur *Raise camp unit grade 1’ *Reset exist. food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

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0’ 10’ 20’ 30’

Scale 1” = 10’

Match Line EMatch Line F

Exis tin g Drainage

Exis tin g Draina ge

10’ - 0”

Construct parking spurs and camp units to the following dimensions (see details sheets 3):

Unit # Spur Spur Unit Length Width Sq Ft*

8 25’ 13’ 1050 10 25’ 16’ 1050 11 25’ 16’ 1050

*Campsite layouts shown on plans depicts general locations only. Actual configurations shall be staked on ground by F.S.

Unit #8

Unit #10

Unit #11

Kirkwood Lake

Existing Shed

Place 6.5 C.Y. riprap See detail sheet 3

Unit # 8:

*Construct spur in new location *Maintain grade around food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

Construct 150 L.F. diversion ditch See detail sheet 3

Unit # 10:

*Improve spur *Raise grade 1’ *Maintain grade around food storage locker *Re-furbish and re-set exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6

Unit # 11:

*Realign spur *Reset exist. food storage locker *Refurbish and reset exist. picnic table *Install new fire-ring *Remove and salvage pedestal grill *Reset exist. camp unit post *See details sheets 5 & 6