Signed_VanLakeRestoration_Drawings_modified_06112019.pdf

11s·o·o·w

11s·o o"W

FOREST SERVICE

REGION ONE

0'0"W 11a·o·o·w c==J Flathead National Forest n m

114•o·o·w

AREA MAP

NOT TO SCALE

Swan Lake Ranger District

Ranger District Boundary

Ranger District Station

Forest Supervisor's Office

11a·o o"w z b b z b b z b b

CONSTRUCTION DRAWINGS FOR

VAN LAKE CAMPGROUND RESTORATION

NFSR 558 · 1 .28

FLATHEAD NATIONAL FOREST

SWAN LAKE RANGER DISTRICT

LAKE COUNTY, MONTANA

R 18W

VICINITY MAP

NO SCALE

R 16W

PROJECT LOCATION

NFSR 558, MP 1.28

T22N R17W S03

T

N

T

N

T

N

T

N

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

2 SUMMARY OF QUANTITIES & GENERAL NOTES

3 PROJECT MAP

4 CAMPGROUND LAYOUT SHEET

5 SITE PLAN, NOTES & DETAILS

6 ESTIMATED CRUSHED AGGREGATE QUANTITY SHEET

7-8 NEW CAMPING ACCESS ROAD AND LOOP A PLAN & PROFILE

9-14 NEW CAMPING ACCESS ROAD AND LOOP A CROSS SECTIONS

15-16 CAMPING ACCESS LOOP B PLAN & PROFILE

17-20 CAMPING ACCESS LOOP B CROSS SECTIONS

21 BOAT RAMP DETAILS

22 WALKING PATH DETAILS

23 CULVERT INSTALLATION DETAILS

24 TURNOUT, CURVE WIDENING & OUTLET DITCH DETAILS

25 BARRIER ROCK & FOOD STORAGE LOCKER DETAILS

26 PICNIC TABLE & TENT PAD, FIRE RING & CONCRETE WHEEL STOP DETAILS

27 CONCRETE / WOOD PICNIC TABLE FABRICATION & INSTALLATION DETAILS

28 OVERLAPPING TIMBER STEP DETAILS

R, 1£,.,,, E)E

D

DATE t/d�lr

��ER

SWAN LAKE RANGER DISTRICT

FLATHEAD NATIONAL FOREST

AP

R

O v rn

B

Y

_\J __ �--=---- DATE

FOREST SUPERVISOR

FLATHEAD NATIONAL FOREST

APPROVED BY:

DATE

LJ II.SI l�

LANDSCAPE ARCHITECT

FLATHEAD NATIONAL FOREST

4/30/2019

SUMMARY OF ESTIMATED QUANTITIES

ITEM NO.

VAN LAKE CAMPGROUND RECONSTRUCTION

DESCRIPTION

MEASUREMENT

METHOD UNIT

15101

25101A

20401

MOBILIZATION

60201 21x15-INCH CORRUGATED STEEL PIPE, 0.064-INCH THICKNESS, COMPACTION METHOD (F)

LSQ

AQ

LUMP SUM

LIN.FT.

20101

ROADWAY EXCAVATION, COMPACTION METHOD (B), TOLERANCE CLASS (F)

CQ CU.YDS.

30201

62502A

TOTAL

21101

PLACED BARRIER ROCK, CLASS 10, (COMMERCIAL SOURCE)

CLEARING AND GRUBBING, DISPOSAL METHOD I, J & K, COMPACTION METHOD (E) -- (NEW ACCESS ROAD, CAMPING SPURS, PARKING AREAS, WALKING PATH)

CONSTRUCT BOAT RAMP, COMPACTION (B), TOLERANCE CLASS (E)

ROADWAY OBLITERATION, METHOD (B)

CQ MILE

CQ ACRE

CRUSHED AGGREGATE SURFACING, IN-PLACE MEASURE (ROADS, BOAT RAMP, SPURS & PARKING AREAS). COMPACTION (B), TOLERANCE CLASS (E), GOV'T- FURNISHED.

CQ CU.YDS.

20443

TURF ESTABLISHMENT, SEEDING HYDRAULIC METHOD (ROADS, BOAT RAMP, SPURS & PARKING AREAS)

ALL REQUIRED

CQ ACRE

2.72

0.39

0.72

AQ EACH 6

30207

VQ CU.YDS.

62201A EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB

AQ HOUR

20440 CONSTRUCT OR RECONSTRUCT CAMPING SPURS, COMPACTION (B), TOLERANCE CLASS (E)

CONSTRUCT TABLE / FIRE RING PADS & TENT PADS, COMPACTION (E), TOLERANCE CLASS (E)

AQ EACH

20444

CONSTRUCT WALKING PATH, COMPACTION (E), TOLERANCE CLASS (E)

CQ

20445

CRUSHED AGGREGATE SURFACING, VEHICLE MEASURE (WALKING PATH, TABLE & TENT PADS), COMPACTION (B), TOLERANCE CLASS (E), GOV'T- FURNISHED.

62201B EQUIPMENT RENTAL, 12 YD. DUMP TRUCK

AQ HOUR

62201C EQUIPMENT RENTAL, CRAWLER DOZER

AQ HOUR

R94001 FOOD STORAGE LOCKER, (CONTRACTOR - FURNISHED MATERIALS)

R97105 CONCRETE / WOOD PICNIC TABLE, (CONTRACTOR - FURNISHED MATERIALS)

R97206 STEEL FIRE RING, 32-INCH DIAMETER, (GOVERNMENT - FURNISHED FIRE RINGS --- CONTRACTOR - FURNISHED CONCRETE)

1AQ EACH

6AQ EACH

6AQ EACH

AQ EACH 40

LIN.FT.

PORTLAND CEMENT CONCRETE WHEEL STOP (TEN FOOT LENGTH)

AQ EACH

60950

LSQ LUMP SUM

ALL REQUIRED

62502B TURF ESTABLISHMENT, SEEDING DRY METHOD, MULCHING DRY METHOD (ROAD OBLITERATION & WALKING PATH)

CQ ACRE

0.67

20421 DRAINAGE EXCAVATION, TYPE: OUTLET DITCH, TOLERANCE CLASS (F)

AQ LIN.FT.

ITEM NO. 20102 CLEARING AND GRUBBING, DISPOSAL METHOD I, J & K: CLEAR AND GRUB ACCORDING TO SECTION 201.

-- MERCHANTABLE TIMBER SHALL BE DISPOSED OF ACCORDING TO METHOD I (DECKING). ALL LOGS SHALL BE DECKED AT ONE LOCATION. DECKING LOCATION ON NFSR 558 AT MP 0.77.

-- CLEARING AND GRUBBING DEBRIS SHALL REMOVED TO THE DESIGNATE WASTE SITE ON NFSR 558 AT MP 0.77 ACCORDING TO METHOD J AND BE DISPOSED OF ACCORDING TO METHOD K (PILING). PILED MATERIAL SHALL BE PILED IN

CLEAN PILES ADJACENT TO THE CLEARING LIMITS. PILES SHALL BE A MINIMUM HEIGHT OF 8 FEET. ALL MATERIAL EXTENDING MORE THAN 5 FEET BEYOND THE OUTSIDE PERIMETER OF THE PILE SHALL BE SEVERED AND RETURNED TO

THE PILE.

ITEM NO. 20401 ROADWAY EXCAVATION AND EMBANKMENT: EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATION 204. EXCESS EXCAVATION SHALL BE HAULED TO THE DESIGNATED WASTE SITE ON NFSR 558

AT MP 0.77. SEE PLAN AND PROFILE SHEETS FOR EXCAVATION BREAKDOWN.

NEW ROAD CONSTRUCTION

ROAD OBLITERATION

ITEM NO. 21101 ROADWAY OBLITERATION: SCARIFY ENTIRE ROADBED 12-18 INCHES DEEP.

ITEM NO. 62502B SEEDING, DRY METHOD (WITH MULCH): DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER FSSS 625.

CONSTRUCT OVERLAPPING TIMBER STEP, COMPACTION (E), TOLERANCE CLASS (C)

CQ

20446

LIN.FT. 40

SHEET NO. ____ OF ____

02 28

L

I

O

N

C

R

E

E

K

L

I

O

N

R

E

E

K

State Hwy. #83

10761

WASTE SITE

NFSR 558 M.P. 0.77

ROAD OBLITERATION

VAN LAKE CAMPGROUND

PROJECT AREA MAP

0 0.25

SCALE: MILES

0.5

03 28

VAN LAKE CAMPGROUND

CAMPGROUND ACCESS ROAD & SPUR LAYOUT

0' 50' 75' 100' 150' 200' 300'

SCALE

CONTOUR INTERVAL = 1 FT.

C.P #2

C.P #3

C.P #4

C.P #5

C.P #6

C.P #7

C.P #8

C.P #9

C.P #10

C.P #11

C.P #12

C.P #13

C.P #14

C.P #1

EXISTING SST

(PRESERVE)

EXISTING SST

(PRESERVE)

CONTROL POINTS

NORTHING EASTING ELEVATION

C.P. #1 5000.00 10000.00 3800.00

C.P. #2 4817.21 10032.23 3805.53

C.P. #3 4756.45 9968.24 3811.03

C.P. #4 4640.82 10015.00 3807.13

C.P. #5 4597.40 10137.62 3807.77

C.P. #6 4615.98 10262.45 3805.76

C.P. #7 4558.28 10294.09 3806.83

C.P. #8 4522.59 10476.00 3801.09

C.P. #9 4362.83 10653.37 3797.98

C.P #10 4389.81 10737.55 3795.71

C.P. #11 4274.22 10853.31 3803.01

C.P. #12 4329.62 10956.42 3790.30

C.P. #13 4336.70 10325.03 3828.86

C.P. #14 4211.05 10296.71 3835.62

NEW CAMPGROUND

ACCESS ROAD

NEW CAMPGROUND

LOOP ROAD

NEW CAMPGROUND

LOOP ROAD

V

A

N

L

A

K

E

R

D

NEW CAMPING SPUR

EXISTING CAMPING SPUR

TYPICAL

BACK-IN SPUR

TYPICAL

PULL-THROUGH SPUR

EXISTING BOAT RAMP

04 28

T

P

T

P

T

P

T

P

T

P

T

P

SITE PLAN, NOTES & DETAILS

0' 50' 75' 100' 150' 200' 300'

SCALE

CONTOUR INTERVAL = 1 FT.

VAN LAKE CAMPGROUND

SINGLE LANE ACCESS ROADS

NO SCALE

NOTE: FOR SPECIFIC CAMPING SPUR LENGTHS & DIMENSIONS SEE SEPARATE SHEETS

EQUIPMENT RENTAL WORK INCLUDES: EXCAVATION AND THE HAULING OF MATERIAL AS A

RESULT OF ACCESS ROAD WIDENING, SITE REHAB WORK, TREE AND STUMP REMOVAL OUTSIDE

OF STAKED CONSTRUCTION LIMITS, DITCH CONSTRUCTION AND OTHER SIMILAR WORK.

V

A

N

L

A

K

E

R

WALKING PATH

TYPICAL

BARRIER ROCK

EXISTING CAMPING SPUR, TYPICAL SITE REHAB

(EQUIPMENT RENTAL) --- BARRIER ROCKS &

SEEDING ARE SEPARATE PAY ITEMS

TYPICAL

10' CONCRETE WHEEL STOP

TYPICAL

FIRE RING

PICNIC TABLE

TYPICAL

TIMBER STEP

TYPICAL TABLE &

FIRE RING PAD

TYPICAL

TENT PAD

FOOD STORAGE LOCKER

INSTALL FOOD

STORAGE LOCKER

TYPICAL

BARRIER ROCK

EXISTING ACCESS ROAD

(ROAD OBLITERATION)

10' TURN OUT

30' AGG.

FINISHED TOP

14' AGG.

FINISHED TOP

14' AGG.

FINISHED TOP

25' WIDE TURNOUT

FOR TRAILER PARKING

5'

7'

5'

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

C

L

7'

-3%

SUBGRADE

4 INCH

COMPACTED THICKNESS

GRADING B

1V:3H

1V:1

H

FILL SLOPE

1V:2H

CUT SLOPE

EXISTING GROUND

& ROADBED

SHEET NO. ____ OF ____05 28

ROAD SURFACE WIDTH VARIES

SEE CROSS SECTION SHEETS FOR DETAILS

T

P

T

P

T

P

T

P

T

P

T

P

CRUSHED AGGREGATE QUANTITIES

0' 50' 75' 100' 150' 200' 300'

SCALE

CONTOUR INTERVAL = 1 FT.

V

A

N

L

A

K

E

R

SHEET NO. ____ OF ____06 28

Van Lake Loop A ----------------- 1,497 lin.ft.

Van Lake Loop B ------------------ 966 lin.ft.

Boat Launch --------------------------- 188 lin.ft.

Spur #1

Spur #2

Spur #3

Spur #4

Spur #5

Spur #6

Cu.Yd. (In-Place) Cu.Yd. (Loose)

760 Cu.Yds. 950 Cu.Yds.

(In-Place) (Loose)

Item 30201 --- Aggregate Surfacing (Roads, Spurs, & Parking Areas)

760 Cu.Yds. (In-Place) --- Contract Quantity (CQ)

ITEM 30201 & 30207 --- ALL CRUSHED AGGREGATE SURFACING SHALL BE OBTAINED FROM THE EXISTING STOCKPILE LOCATED IN THE

PORCUPINE PIT, NFSR 10229P ( T.25 N., R.18 W., SEC. 35)

COMPACTION METHOD B -- ROLLER COMPACTION FOR ROADS & CAMPING SPURS AND COMPACT PICNIC TABLE / FIRE RING PADS, TENT PADS, AND WALKING TRAILS USING A SMALL ROLLER AND/OR A PLATE COMPACTOR.

Item 30207 --- Aggregate Surfacing (Walking Paths, Table, Tent, & Miscellaneous Pads)

470 Cu.Yds. (Loose) --- Vehicle Quantity (VQ)

Cu.Yd. (Loose)

Picnic Table & Fire Ring Pads -------- 6 Pads @ 11 c.y. / Ea. =

Tent Pads ------------------------------------ 6 Pads @ 2.5 c.y./ Ea. =

Walking Paths ------------------------------------------------------------- =

Miscellaneous Aggregate Placement -------------------------------- =

120 Cu.Yds.

(Loose)

THE DIMENSIONS AND LOCATIONS OF TABLE & TENT PADS, FIRE RINGS,

AND PICNIC TABLES SHOWN ABOVE ARE APPROXIMATE. EXACT SIZE,

SHAPE, LOCATION, AND ORIENTATION OF PADS, TABLES, AND RINGS SHALL

BE STAKED IN THE FIELD BY THE ENGINEER.

VAN LAKE CAMPGROUND

BC 0+28.1

EC 0+71.5C1

R=2

00.

Delta =-1

2.4

BC 3+36.4

EC 4+85.0

BC 4+91.8

EC

5+

.0

C3R=50.0 Delta=-57.5

BC

5+

.7

EC 5+93.6

Delta=56.0

R=50.0

C4

BC 6+94.1

EC 7+27.0

C5 R=

.0

De lta

=4 7.1

BC 7+27.0

EC 7+51.3

De lta

.9

R=

.0 C6

BC 7+78.3

EC 8+14.5

C7 R=

0.0

De lta

=2 0.7

0+00.0

1+00.0

2+00.0

3+00.0

4+

.0

5+00.0

6+00.0

7+00.0

8+00.0

R d

W

R

R

R

R

R d

W d

R d

W d

R

R d

W d

R

R

R d W d

.0

R d W d

.0

R d

W d

-7.1

1.3

Mass Haul (Cu. Yd.)

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

DESIGN FILL

SLOPE

DESIGN CUT

SLOPE

DESIGN CUT

SLOPE

SUBGRADE

SUBGRADE

EXISTING GROUND

EXISTING GROUND

6+27.9

21"x15" x 30' CSP ARCH, 120 DEG SKEW

CONST. CATCH BASIN

CONST. 20' OUTLET DITCH

EXISTING ROAD

(NFSR # 558)

TOL

(2286 C.Y. EXCESS EXCAVATION) (292 C.Y. EXCESS EXCAVATION)

6+27.9

21"x15" x 30' CSP ARCH, 120 DEG SKEW

CONST. CATCH BASIN

CONST. 20' OUTLET DITCH

C2 R=75.0Delta=-113.5

SHEET NO. ____ OF ____

07 28

LOOP A

BC

8+

.4

EC

9+

.2

C8 R=130.0Delta=-18.0

BC

9+

.1

EC 10+08.5

Delta=47.6

R=80.0 C9

BC 10+08.7

EC 10+93.9

C10R=80.0Delta=-61.0 BC 11+69.3

EC 12+25.5

C11 R=40

.0 Delta

=-8 0.5

BC 12+25.5

EC

+7 0.0

Delta=-63.7 R=40.0 C12

BC

+7 0.1

EC 13+12.5

Delta=-60.7 R=40.0

C13

BC 13+20.6

EC

+7 8.3

C14 R=60.0

Delta=55.2

BC

+2 3.7

EC 14+77.0

Delta=-76.3R=40.0

C15

9+

.0

10+ 00.

11+00.0

12+00.0

13+00.0

+0

0.0

R

R d

W d

R d

W d

R

R

R d

W d

R d

W d

Rd. Wd. = 25.0

R

R

R

R

R

R

6.0 -7.2

-4.4

-1.8 -5.1

7.3

Mass Haul (Cu. Yd.)

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

BC 3+

36.

EC 4+85.0

BC 4+91.8

EC 5+42.0

C3 R=50

.0 Delta

=-5 7.5

BC 5+44.7

EC 5+93.6

Delta =56

.0

R=50 .0C4

BC 6+94.1

EC

7+

.0

C5 R=40.0Delta=47.1

BC

7+

.0

EC

7+

.3

Delta=-34.9

R=40.0 C6

BC

7+

.3

EC

8+

.5

C7 R=100.0Delta=20.7

3+

.0

4+00.0

5+00.0

6+00.0

7+

.0

8+

.0 R

R

R

R d

W d

R d

W d

R

R d

W d

R

R

R d

W d

R d

W d

R

DESIGN FILL

SLOPE

DESIGN CUT

SLOPE

DESIGN CUT

SLOPE

SUBGRADE

EXISTING GROUND

EXISTING ROAD

(NFSR # 558)

TOL

(209 C.Y. EXCESS EXCAVATION) (59 C.Y. EXCESS EXCAVATION)

20101 CLEARING & GRUBBING ----------------------- 1.41 ACRES

20401 ROADWAY EXCAVATION. ------------------------- 2,970 C.Y.

62502A TURF ESTABLISHMENT------------------------- 0.34 ACRES

ESTIMATED QUANTITIES LOOP A

124 C.Y. EXCAVATION TO BE INCORPORATED INTO LOOP A ROAD FILL

+2,846 C.Y. EXCESS EXCAVATION

2,970 C.Y. ROADWAY EXCAVATION

LOOP A EXCAVATION QUANTITIES BREAKDOWN

6+27.9

21"x15" x 30' CSP ARCH, 120 DEG SKEW

CONST. CATCH BASIN

CONST. 20' OUTLET DITCH

C2 R=

.0

De lta

3.5

SHEET NO. ____ OF ____

08 28

LOOP A

Stk L: 8.7

Stk L X: -8.7

Stk L Y: -0.7

Hinge L Y: -0.2

Stk R: 8.9

Stk R X: 8.9

Stk R Y: 0.8

Hinge R Y: 0.2

0+00.0

3837.44

0.00

-3

-8.00

3837.44

0.00

8.00

-8.69

8.88

Stk L: 8.0

Stk L X: -8.0

Stk L Y: -0.2

Hinge L Y: -0.2

Stk R: 8.3

Stk R X: 8.3

Stk R Y: 0.4

Hinge R Y: 0.2

0+25.0

3836.70

0.00

-3

-8.00

3836.70

0.00

8.00

8.28

Stk L: 8.3

Stk L X: -8.3

Stk L Y: -0.1

Hinge L Y: -0.2

Stk R: 8.1

Stk R X: 8.1

Stk R Y: 0.3

Hinge R Y: 0.2

0+50.0

3835.87

0.00

-3

-8.00

3835.87

0.00

-8.28

8.05

Stk L: 8.7

Stk L X: -8.7

Stk L Y: -0.7

Hinge L Y: -0.2

Stk R: 8.1

Stk R X: 8.1

Stk R Y: 0.2

Hinge R Y: 0.2

0+75.0

3834.95

0.00

-3

-8.00

3834.95

0.00

8.00

-8.70

8.12

Stk L: 10.8

Stk L X: -10.7

Stk L Y: -2.0

Hinge L Y: -0.2

Stk R: 8.5

Stk R X: 8.5

Stk R Y: -0.1

Hinge R Y: 0.2

1+00.0

3833.94

0.00

-3

-8.00

3833.94

0.00

8.00

-10.71

8.46

Stk L: 9.6

Stk L X: -9.5

Stk L Y: -1.3

Hinge L Y: -0.2

Stk R: 8.0

Stk R X: 8.0

Stk R Y: 0.2

Hinge R Y: 0.2

1+25.0

3832.90

0.00

-3

-8.00

3832.90

0.00

8.00

-9.52

Stk L: 8.7

Stk L X: -8.7

Stk L Y: -0.7

Hinge L Y: -0.2

Stk R: 8.0

Stk R X: 8.0

Stk R Y: 0.2

Hinge R Y: 0.2

1+50.0

3831.86

0.00

-3

-8.00

3831.86

0.00

8.00

-8.68

Stk L: 8.2

Stk L X: -8.2

Stk L Y: 0.1

Hinge L Y: 0.0

Stk R: 8.1

Stk R X: 8.1

Stk R Y: 0.1

Hinge R Y: 0.0

1+75.0

3830.69

0.00

-1

-8.00

-8.25

3830.69

0.00

8.12

Stk L: 8.4

Stk L X: -8.4

Stk L Y: 0.5

Hinge L Y: 0.2

Stk R: 12.0

Stk R X: 12.0

Stk R Y: 0.1

Hinge R Y: -1.2

2+00.0

3829.35

0.00

-8.00

3829.35

0.00

-3

8.00

10.0010.00

-8.41

11.99

Stk L: 9.2

Stk L X: -9.2

Stk L Y: 1.0

Hinge L Y: 0.2

Stk R: 11.9

Stk R X: 11.9

Stk R Y: 0.0

Hinge R Y: -1.2

2+25.0

3827.82

0.00

-8.00

3827.82

0.00

-3

8.00

-9.15

11.93

Stk L: 9.8

Stk L X: -9.8

Stk L Y: 1.5

Hinge L Y: 0.2

Stk R: 12.2

Stk R X: 12.2

Stk R Y: 0.2

Hinge R Y: -1.2

2+50.0

3826.11

0.00

-8.00

3826.11

0.00

-3

8.00

-9.82

12.23

Stk L: 10.6

Stk L X: -10.6

Stk L Y: 2.0

Hinge L Y: 0.2

Stk R: 14.1

Stk R X: 14.1

Stk R Y: 1.5

Hinge R Y: -1.2

2+75.0

3824.34

0.00

-8.00

3824.34

0.00

-3

8.00

-10.60

14.09

09 28

Stk L: 11.1

Stk L X: -11.1

Stk L Y: 2.0

Hinge L Y: 0.3

Stk R: 15.1

Stk R X: 15.1

Stk R Y: 1.8

Hinge R Y: -1.3

3+00.0

3822.57

0.00

-8.54

3822.57

0.00

-3

8.54

10.5410.54

-11.13

15.10

Stk L: 12.6

Stk L X: -12.6

Stk L Y: 2.3

Hinge L Y: 0.3

Stk R: 16.5

Stk R X: 16.5

Stk R Y: 2.0

Hinge R Y: -1.3

3+25.0

3820.80

0.00

-9.54

3820.80

0.00

-3

9.54

11.5411.54

-12.60

16.52

Stk L: 25.0

Stk L X: -25.0

Stk L Y: 2.1

Hinge L Y: 0.7

Stk R: 19.7

Stk R X: 19.7

Stk R Y: 2.6

Hinge R Y: -1.3

3+50.0

3819.04

0.00

-22.00

-24.98

3819.04

0.00

-3

10.00

12.0012.00

19.73

Stk L: 26.6

Stk L X: -26.6

Stk L Y: 3.0

Hinge L Y: 0.7

Stk R: 21.4

Stk R X: 21.4

Stk R Y: 3.4

Hinge R Y: -1.3

3+75.0

3817.27

0.00

-22.00

3817.27

0.00

-3

10.00

12.0012.00

-26.60

21.42

Stk L: 27.8

Stk L X: -27.8

Stk L Y: 3.6

Hinge L Y: 0.7

Stk R: 23.3

Stk R X: 23.3

Stk R Y: 4.3

Hinge R Y: -1.3

4+00.0

3815.50

0.00

-22.00

3815.50

0.00

-3

10.00

12.0012.00

-27.85

23.28

Stk L: 30.2

Stk L X: -30.2

Stk L Y: 4.7

Hinge L Y: 0.7

Stk R: 26.0

Stk R X: 26.0

Stk R Y: 5.7

Hinge R Y: -1.3

4+25.0

3813.73

0.00

-22.00

3813.73

0.00

-3

10.00

12.0012.00

-30.17

1 25.95

Stk L: 34.0

Stk L X: -34.0

Stk L Y: 6.7

Hinge L Y: 0.7

Stk R: 28.6

Stk R X: 28.6

Stk R Y: 7.0

Hinge R Y: -1.3

4+50.0

3811.96

0.00

-22.00

3811.96

0.00

-3

10.00

12.00

-34.03

28.60

Stk L: 34.3

Stk L X: -34.3

Stk L Y: 6.5

Hinge L Y: 0.7

Stk R: 32.0

Stk R X: 32.0

Stk R Y: 8.3

Hinge R Y: -1.3

4+75.0

3810.20

0.00

-22.66

3810.20

0.00

-3

10.66

12.66

-34.28

31.96

Stk L: 28.1

Stk L X: -28.0

Stk L Y: 6.2

Hinge L Y: 0.5

Stk R: 34.8

Stk R X: 34.8

Stk R Y: 9.0

Hinge R Y: -1.4

5+00.0

3808.43

0.00

-16.71

-28.04

3808.43

0.00

-3

12.00

14.00

34.75

Stk L: 22.6

Stk L X: -22.5

Stk L Y: 5.6

Hinge L Y: 0.4

Stk R: 30.6

Stk R X: 30.6

Stk R Y: 6.9

Hinge R Y: -1.4

5+25.0

3806.66

0.00

-12.00

3806.66

0.00

-3

12.00

14.0014.00

-22.55

30.59

Stk L: 19.6

Stk L X: -19.6

Stk L Y: 4.2

Hinge L Y: 0.4

Stk R: 24.4

Stk R X: 24.4

Stk R Y: 3.8

Hinge R Y: -1.4

5+50.0

3804.89

0.00

-12.00

3804.89

0.00

-3

12.00

14.0014.00

-19.64

24.37

Stk L: 15.5

Stk L X: -15.5

Stk L Y: 2.1

Hinge L Y: 0.4

Stk R: 22.3

Stk R X: 22.3

Stk R Y: 2.8

Hinge R Y: -1.4

5+75.0

3803.25

0.00

-12.00

3803.25

0.00

-3

12.00

14.0014.00

-15.50

22.28

10 28

Stk L: 12.1

Stk L X: -12.1

Stk L Y: 0.0

Hinge L Y: 0.3

Stk R: 22.8

Stk R X: 22.8

Stk R Y: 2.1

Hinge R Y: -1.6

6+00.0

3802.10

0.00

-11.49

-12.06

3802.10

0.00

-3

11.49

14.08

15.25

22.78

Stk L: 11.4

Stk L X: -11.4

Stk L Y: -1.2

Hinge L Y: 0.0

Stk R: 27.3

Stk R X: 26.8

Stk R Y: 4.6

Hinge R Y: -1.5

6+25.0

3801.48

0.00

-9.49

-11.36

3801.48

0.00

9.49

12.49

14.49

1 26.78

Stk L: 11.0

Stk L X: -11.0

Stk L Y: -1.2

Hinge L Y: -0.1

Stk R: 11.5

Stk R X: 11.4

Stk R Y: 1.1

Hinge R Y: 0.1

6+27.9

3801.44

0.00

-1

-9.26

-10.97

3801.44

0.00

9.26

11.38

Stk L: 9.8

Stk L X: -9.7

Stk L Y: -1.4

Hinge L Y: -0.2

Stk R: 18.8

Stk R X: 18.0

Stk R Y: 5.2

Hinge R Y: 0.2

6+50.0

3801.38

0.00

-3

-8.00

3801.38

0.00

8.00-

-9.74

17.95

Stk L: 9.0

Stk L X: -9.0

Stk L Y: 0.4

Hinge L Y: -0.2

Stk R: 20.4

Stk R X: 19.6

Stk R Y: 6.0

Hinge R Y: 0.2

6+75.0

3801.68

0.00

-3

-8.00

3801.68

0.00

-8.99

19.57

Stk L: 9.6

Stk L X: -9.6

Stk L Y: 0.8

Hinge L Y: -0.2

Stk R: 18.1

Stk R X: 17.6

Stk R Y: 5.0

Hinge R Y: 0.2

7+00.0

3802.00

0.00

-3

-8.00

3802.00

0.00

-9.58

17.60

Stk L: 9.3

Stk L X: -9.3

Stk L Y: 0.6

Hinge L Y: -0.2

Stk R: 11.1

Stk R X: 11.0

Stk R Y: 1.8

Hinge R Y: 0.2

7+25.0

3802.32

0.00

-3

-8.00

3802.32

0.00

-9.28

11.04

Stk L: 8.3

Stk L X: -8.3

Stk L Y: 0.0

Hinge L Y: -0.2

Stk R: 9.3

Stk R X: 9.3

Stk R Y: 0.9

Hinge R Y: 0.2

7+50.0

3802.64

0.00

-3

-8.00

3802.64

0.00

-8.32

9.30

Stk L: 8.4

Stk L X: -8.4

Stk L Y: -0.5

Hinge L Y: -0.2

Stk R: 13.9

Stk R X: 13.5

Stk R Y: 3.0

Hinge R Y: 0.2

7+75.0

3802.96

0.00

-3

-8.00

3802.96

0.00

8.00

-8.43

13.50

Stk L: 8.9

Stk L X: -8.9

Stk L Y: 0.3

Hinge L Y: -0.2

Stk R: 16.6

Stk R X: 16.1

Stk R Y: 4.3

Hinge R Y: 0.2

8+00.0

3803.21

0.00

-3

-8.00

3803.21

0.00

-8.86

16.11

Stk L: 9.4

Stk L X: -9.4

Stk L Y: 0.7

Hinge L Y: -0.2

Stk R: 17.8

Stk R X: 17.3

Stk R Y: 4.9

Hinge R Y: 0.2

8+25.0

3803.17

0.00

-3

-8.00

3803.17

0.00

-9.45

17.29

Stk L: 9.2

Stk L X: -9.2

Stk L Y: 0.6

Hinge L Y: -0.2

Stk R: 18.4

Stk R X: 17.9

Stk R Y: 5.2

Hinge R Y: 0.2

8+50.0

3802.81

0.00

-3

-8.00

3802.81

0.00

-9.22

17.90

11 28

Stk L: 9.0

Stk L X: -9.0

Stk L Y: 0.5

Hinge L Y: -0.2

Stk R: 17.0

Stk R X: 16.5

Stk R Y: 4.5

Hinge R Y: 0.2

8+75.0

3802.13

0.00

-3

-8.00

3802.13

0.00

-9.04

16.49

Stk L: 8.4

Stk L X: -8.4

Stk L Y: 0.1

Hinge L Y: -0.2

Stk R: 15.1

Stk R X: 14.7

Stk R Y: 3.6

Hinge R Y: 0.2

9+00.0

3801.22

0.00

-3

-8.00

3801.22

0.00

-8.44

1 14.68

Stk L: 10.3

Stk L X: -10.3

Stk L Y: -0.3

Hinge L Y: -0.3

Stk R: 17.9

Stk R X: 17.4

Stk R Y: 4.3

Hinge R Y: 0.3

9+25.0

3800.28

0.00

-3

-9.32

-10.32

3800.28

0.00

9.32

1 17.39

Stk L: 10.9

Stk L X: -10.9

Stk L Y: -0.9

Hinge L Y: -0.3

Stk R: 20.9

Stk R X: 20.2

Stk R Y: 5.4

Hinge R Y: 0.3

9+50.0

3799.43

0.00

-3

-10.00

3799.43

0.00

10.00

-10.91

20.17

Stk L: 13.0

Stk L X: -12.8

Stk L Y: -2.2

Hinge L Y: -0.3

Stk R: 18.0

Stk R X: 17.5

Stk R Y: 4.1

Hinge R Y: 0.3

9+75.0

3799.12

0.00

-3

-10.00

3799.12

0.00

10.00

-12.81

17.50

Stk L: 12.0

Stk L X: -12.0

Stk L Y: -0.7

Hinge L Y: -0.3

Stk R: 20.4

Stk R X: 19.8

Stk R Y: 5.2

Hinge R Y: 0.3

10+00.0

3799.42

0.00

-3

-11.47

-11.97

3799.42

0.00

10.00

19.76

Stk L: 28.2

Stk L X: -28.2

Stk L Y: 0.0

Hinge L Y: -0.8

Stk R: 24.8

Stk R X: 24.0

Stk R Y: 7.3

Hinge R Y: 0.3

10+25.0

3800.33

0.00

-3

-27.00

3800.33

0.00

10.00

-28.20

24.01

Stk L: 27.6

Stk L X: -27.5

Stk L Y: -0.5

Hinge L Y: -0.8

Stk R: 22.4

Stk R X: 21.8

Stk R Y: 6.2

Hinge R Y: 0.3

10+50.0

3801.76

0.00

-3

-27.00

3801.76

0.00

10.00

-27.52

21.77

Stk L: 27.2

Stk L X: -27.1

Stk L Y: -1.5

Hinge L Y: -0.8

Stk R: 12.8

Stk R X: 12.7

Stk R Y: 1.7

Hinge R Y: 0.3

10+75.0

3803.27

0.00

-3

-26.05

-27.15

3803.27

0.00

10.00

12.75

Stk L: 11.3

Stk L X: -11.2

Stk L Y: -1.3

Hinge L Y: -0.3

Stk R: 11.6

Stk R X: 11.5

Stk R Y: 1.2

Hinge R Y: 0.3

11+00.0

3804.77

0.00

-3

-9.76

3804.77

0.00

9.76

-11.22

11.50

Stk L: 9.7

Stk L X: -9.6

Stk L Y: -0.7

Hinge L Y: -0.3

Stk R: 16.8

Stk R X: 16.5

Stk R Y: 4.1

Hinge R Y: 0.3

11+25.0

3806.06

0.00

-3

-9.03

3806.06

0.00

8.76

-9.65

1 16.46

Stk L: 14.4

Stk L X: -14.2

Stk L Y: -0.9

Hinge L Y: -0.4

Stk R: 13.8

Stk R X: 13.7

Stk R Y: 3.1

Hinge R Y: 0.2

11+50.0

3806.56

0.00

-3

-13.53

3806.56

0.00

8.00

-14.23

13.70

12 28

Stk L: 17.6

Stk L X: -17.5

Stk L Y: -0.5

Hinge L Y: -0.5

Stk R: 12.5

Stk R X: 12.5

Stk R Y: 2.5

Hinge R Y: 0.2

11+75.0

3806.23

0.00

-3

-17.00

-17.50

3806.23

0.00

8.00

12.48

Stk L: 17.5

Stk L X: -17.5

Stk L Y: -0.2

Hinge L Y: -0.5

Stk R: 9.8

Stk R X: 9.8

Stk R Y: 1.1

Hinge R Y: 0.2

12+00.0

3805.08

0.00

-3

-17.00

-17.48

3805.08

0.00

8.00

9.83

Stk L: 17.2

Stk L X: -17.2

Stk L Y: 0.4

Hinge L Y: 0.5

Stk R: 9.6

Stk R X: 9.5

Stk R Y: 0.8

Hinge R Y: -0.2

12+25.0

3803.33

0.00

-17.00

3803.33

0.00

-3

8.00

-17.24

9.54

Stk L: 17.9

Stk L X: -17.9

Stk L Y: 1.0

Hinge L Y: 0.5

Stk R: 9.9

Stk R X: 9.8

Stk R Y: -1.4

Hinge R Y: -0.2

12+50.0

3801.76

0.00

-17.00

3801.76

0.00

-3

8.00

-17.92

9.81

Stk L: 19.1

Stk L X: -19.1

Stk L Y: 1.6

Hinge L Y: 0.5

Stk R: 10.9

Stk R X: 10.8

Stk R Y: -0.2

Hinge R Y: -0.2

12+75.0

3800.48

0.00

-17.00

3800.48

0.00

-3

8.00

10.81

-19.10

Stk L: 19.0

Stk L X: -18.9

Stk L Y: 1.5

Hinge L Y: 0.5

Stk R: 10.8

Stk R X: 10.8

Stk R Y: -1.0

Hinge R Y: -0.3

13+00.0

3799.40

0.00

-17.00

3799.40

0.00

-3

9.77

-18.95

10.75

Stk L: 17.0

Stk L X: -16.9

Stk L Y: 1.5

Hinge L Y: 0.4

Stk R: 11.6

Stk R X: 11.6

Stk R Y: 0.1

Hinge R Y: -0.3

13+25.0

3798.51

0.00

-14.75

3798.51

0.00

-3

11.00

-16.89

11.58

Stk L: 12.9

Stk L X: -12.9

Stk L Y: 1.3

Hinge L Y: 0.3

Stk R: 11.0

Stk R X: 11.0

Stk R Y: -0.3

Hinge R Y: -0.3

13+50.0

3797.86

0.00

-11.00

3797.86

0.00

-3

11.00

-12.86

Stk L: 13.4

Stk L X: -13.3

Stk L Y: 1.5

Hinge L Y: 0.3

Stk R: 11.2

Stk R X: 11.2

Stk R Y: -0.2

Hinge R Y: -0.3

13+75.0

3797.38

0.00

-11.00

3797.38

0.00

-3

11.00

-13.32

11.21

Stk L: 10.0

Stk L X: -10.0

Stk L Y: 0.4

Hinge L Y: 0.3

Stk R: 10.6

Stk R X: 10.6

Stk R Y: 0.3

Hinge R Y: -0.3

14+00.0

3796.92

0.00

-9.70

3796.92

0.00

-3

9.70

-9.99

10.56

Stk L: 9.3

Stk L X: -9.3

Stk L Y: 0.8

Hinge L Y: 0.2

Stk R: 8.4

Stk R X: 8.4

Stk R Y: -0.4

Hinge R Y: -0.2

14+25.0

3796.14

0.00

-8.20

3796.14

0.00

-3

8.20

-9.32

8.41

Stk L: 8.8

Stk L X: -8.7

Stk L Y: 0.6

Hinge L Y: 0.2

Stk R: 8.2

Stk R X: 8.2

Stk R Y: -0.4

Hinge R Y: -0.2

14+50.0

3795.42

0.00

-8.00

3795.42

0.00

-3

8.00

-8.74

8.22

13 28

Stk L: 8.3

Stk L X: -8.3

Stk L Y: 0.1

Hinge L Y: 0.2

Stk R: 8.1

Stk R X: 8.1

Stk R Y: -0.2

Hinge R Y: -0.2

14+75.0

3796.55

0.00

-8.00

3796.55

0.00

-3

8.00

-8.30

8.13

Stk L: 8.4

Stk L X: -8.4

Stk L Y: 0.0

Hinge L Y: 0.2

Stk R: 8.6

Stk R X: 8.6

Stk R Y: 0.1

Hinge R Y: -0.2

14+97.1

3798.25

0.00

-8.00

3798.25

0.00

-3

8.00

-8.43

8.56

14 28

-4.5 4.1

-5.0

5.0

-6.7

Mass Haul (Cu. Yd.)

BC

0+

.7

EC 0+93.2

C1 R=50.0

Delta=-71.6

BC 1+05.2

EC 1+21.8

C2 R=5

0.0 Delta

=-1 9.0

BC 1+66.7

EC 3+11.4

Delta =41.

R=200

.0C3

BC 3+28.7

EC

4+

.9Delta=37.8

R=170.0 C4

BC

4+

.5

EC 4+96.7

Delta=51.8 R=50.0 C5

BC 5+11.1

EC

5+

.8

C6R=50.0

Delta=-46.6

BC

6+

.0 EC 7+29.1

C7 R=40.0

Delta=-94.7

BC 7+29.3

EC

7+

.9

Delta=-94.7 R=40.0

C8

BC 9+

09.

EC 9+51.8

Delta=-48.2

R=50.0 C9

0+

.0

1+00.0

2+00.0

3+00.0

4+

.0

5+00.0

6+

.0

7+00.0

8+

.0

9+ 00.

R

R

R

R

R

R

R d

W d

R

R

R d W d

.0

R d

W d

R

R

R

R

R

R d

W d

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

DESIGN FILL

SLOPE

DESIGN CUT

SLOPE

SUBGRADE

EXISTING GROUND

EXISTING ROAD

(NFSR # 558)

EXISTING ROAD

(NFSR # 10761)

TOL

TOR

(460 C.Y. EXCESS EXCAVATION)

SHEET NO. ____ OF ____

15 28

LOOP B

-6.7 6.5

-2.5

Mass Haul (Cu. Yd.)

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

EC 3+11.4

De lta

=4 1.5

R=

0.0 C3

BC 3+28.7

EC

4+

.9

Delta=37.8R=170.0C4

BC

4+

.5

EC 4+

96.

Delta=51.8

R=50.0 C5

BC 5+

11.

EC

5+

.8

C6R=50.0Delta=-46.6 BC 6+

.0

EC 7+29.1

C7 R=4

0.0 Delta

=-9 4.7

BC 7+29.3

EC

7+

.9

Delta=-94.7

R=40.0

C8

BC

9+

.7

EC 9+51.8

Delta=-48.2R=50.0C9

3+00.0

4+

.0

5+0 0.0

6+

.0

7+00.0

8+

.0

9+

.0

R

R

R d

W d

R d

W d

R

R

R d

W d

R d

W d

R d W d

.0

R d

W d

R d

W d

R

DESIGN FILL

SLOPE

DESIGN CUT

SLOPE

SUBGRADE

EXISTING GROUND

EXISTING ROAD

(NFSR # 10761)

(237 C.Y. EXCESS EXCAVATION) (394 C.Y. EXCESS EXCAVATION)

20101 CLEARING & GRUBBING ----------------------- 0.87 ACRES

20401 ROADWAY EXCAVATION. ------------------------- 1,206 C.Y.

62502A TURF ESTABLISHMENT------------------------- 0.20 ACRES

ESTIMATED QUANTITIES LOOP B

115 C.Y. EXCAVATION TO BE INCORPORATED INTO LOOP A ROAD FILL

+1,091 C.Y. EXCESS EXCAVATION

1,206 C.Y. ROADWAY EXCAVATION

LOOP B EXCAVATION QUANTITIES BREAKDOWN

SHEET NO. ____ OF ____

16 28

LOOP B

Stk L: 12.4

Stk L X: -12.4

Stk L Y: 0.3

Hinge L Y: 0.3

Stk R: 9.9

Stk R X: 9.9

Stk R Y: -0.5

Hinge R Y: -0.3

0+00.0

3805.32

0.00

-9.54

-12.44

3805.32

0.00

-3

9.54

9.93

Stk L: 20.9

Stk L X: -20.8

Stk L Y: 5.0

Hinge L Y: 0.3

Stk R: 13.8

Stk R X: 13.8

Stk R Y: 1.1

Hinge R Y: -0.3

0+25.0

3804.42

0.00

-11.54

3804.42

0.00

-3

11.54

-20.78

13.77

Stk L: 18.9

Stk L X: -18.8

Stk L Y: 3.8

Hinge L Y: 0.4

Stk R: 12.7

Stk R X: 12.5

Stk R Y: 0.0

Hinge R Y: -0.4

0+50.0

3804.88

0.00

-12.00

3804.88

0.00

-3

12.00

-18.82

12.53

Stk L: 17.2

Stk L X: -16.9

Stk L Y: 2.8

Hinge L Y: 0.4

Stk R: 12.3

Stk R X: 12.3

Stk R Y: -0.6

Hinge R Y: -0.4

0+75.0

3805.92

0.00

-12.00

3805.92

0.00

-3

12.00

-16.86

12.33

Stk L: 19.8

Stk L X: -19.3

Stk L Y: 4.2

Hinge L Y: 0.3

Stk R: 11.8

Stk R X: 11.8

Stk R Y: -0.6

Hinge R Y: -0.3

1+00.0

3806.95

0.00

-11.46

3806.95

0.00

-3

11.46

1-19.26

11.83

Stk L: 16.4

Stk L X: -15.8

Stk L Y: 4.1

Hinge L Y: 0.2

Stk R: 8.3

Stk R X: 8.3

Stk R Y: 0.0

Hinge R Y: -0.2

1+25.0

3807.95

0.00

-8.00

3807.95

0.00

-3

8.00

-15.78

8.30

Stk L: 19.1

Stk L X: -18.3

Stk L Y: 5.4

Hinge L Y: 0.2

Stk R: 8.6

Stk R X: 8.6

Stk R Y: 0.2

Hinge R Y: -0.2

1+50.0

3808.51

0.00

-8.00

3808.51

0.00

-3

8.00

-18.33

8.59

Stk L: 19.2

Stk L X: -18.5

Stk L Y: 5.5

Hinge L Y: 0.2

Stk R: 8.8

Stk R X: 8.8

Stk R Y: 0.3

Hinge R Y: -0.2

1+75.0

3808.50

0.00

-8.00

3808.50

0.00

-3

8.00

-18.46

8.84

Stk L: 21.8

Stk L X: -21.0

Stk L Y: 6.8

Hinge L Y: 0.2

Stk R: 8.4

Stk R X: 8.3

Stk R Y: 0.0

Hinge R Y: -0.2

2+00.0

3807.92

0.00

-8.00

3807.92

0.00

-3

8.00

-21.04

8.34

Stk L: 19.8

Stk L X: -19.1

Stk L Y: 5.8

Hinge L Y: 0.2

Stk R: 10.0

Stk R X: 10.0

Stk R Y: -0.2

Hinge R Y: -0.2

2+25.0

3806.80

0.00

-8.00

3806.80

0.00

-3

8.00

10.01

-19.09

Stk L: 14.8

Stk L X: -14.3

Stk L Y: 3.4

Hinge L Y: 0.2

Stk R: 8.6

Stk R X: 8.5

Stk R Y: -0.6

Hinge R Y: -0.2

2+50.0

3805.92

0.00

-8.00

3805.92

0.00

-3

8.00

-14.35

8.55

Stk L: 18.7

Stk L X: -18.3

Stk L Y: 3.7

Hinge L Y: 0.3

Stk R: 9.1

Stk R X: 9.1

Stk R Y: -0.9

Hinge R Y: -0.2

2+75.0

3805.66

0.00

-11.49

-18.30

3805.66

0.00

-3

8.00

9.06

17 28

Stk L: 27.0

Stk L X: -26.5

Stk L Y: 4.8

Hinge L Y: 0.5

Stk R: 8.3

Stk R X: 8.3

Stk R Y: -0.4

Hinge R Y: -0.2

3+00.0

3806.02

0.00

-18.00

3806.02

0.00

-3

8.00

-26.52

8.29

Stk L: 25.4

Stk L X: -24.9

Stk L Y: 4.0

Hinge L Y: 0.5

Stk R: 9.0

Stk R X: 9.0

Stk R Y: -0.9

Hinge R Y: -0.2

3+25.0

3807.00

0.00

-18.00

3807.00

0.00

-3

8.00

-24.95

8.99

Stk L: 16.8

Stk L X: -16.6

Stk L Y: 1.3

Hinge L Y: 0.4

Stk R: 10.0

Stk R X: 9.9

Stk R Y: -1.5

Hinge R Y: -0.2

3+50.0

3808.24

0.00

-14.77

-16.58

3808.24

0.00

-3

8.00

9.95

Stk L: 12.9

Stk L X: -12.6

Stk L Y: 2.5

Hinge L Y: 0.2

Stk R: 8.1

Stk R X: 8.1

Stk R Y: -0.3

Hinge R Y: -0.2

3+75.0

3809.48

0.00

-8.00

3809.48

0.00

-3

8.00

-12.59

8.14

Stk L: 12.0

Stk L X: -11.8

Stk L Y: 2.1

Hinge L Y: 0.2

Stk R: 8.4

Stk R X: 8.4

Stk R Y: 0.0

Hinge R Y: -0.2

4+00.0

3810.71

0.00

-8.00

3810.71

0.00

-3

8.00

-11.81

8.42

Stk L: 11.1

Stk L X: -11.0

Stk L Y: 1.2

Hinge L Y: 0.3

Stk R: 11.8

Stk R X: 11.8

Stk R Y: -0.2

Hinge R Y: -0.3

4+25.0

3811.67

0.00

-9.41

-11.01

3811.67

0.00

-3

11.50

11.75

Stk L: 11.5

Stk L X: -11.5

Stk L Y: -0.1

Hinge L Y: 0.3

Stk R: 18.7

Stk R X: 18.7

Stk R Y: 0.0

Hinge R Y: -0.5

4+50.0

3811.91

0.00

-10.91

3811.91

0.00

-3

17.91

-11.49

18.67

Stk L: 11.7

Stk L X: -11.7

Stk L Y: -0.1

Hinge L Y: 0.3

Stk R: 16.6

Stk R X: 16.6

Stk R Y: 0.0

Hinge R Y: -0.5

4+75.0

3811.41

0.00

-11.00

-11.69

3811.41

0.00

-3

15.85

16.59

Stk L: 16.5

Stk L X: -16.4

Stk L Y: 3.1

Hinge L Y: 0.3

Stk R: 12.1

Stk R X: 12.1

Stk R Y: 0.5

Hinge R Y: -0.3

5+00.0

3810.19

0.00

-10.80

3810.19

0.00

-3

10.80

-16.44

12.09

Stk L: 16.3

Stk L X: -16.1

Stk L Y: 2.9

Hinge L Y: 0.3

Stk R: 11.5

Stk R X: 11.4

Stk R Y: -0.6

Hinge R Y: -0.3

5+25.0

3808.51

0.00

-11.00

3808.51

0.00

-3

11.00

-16.13

11.44

Stk L: 18.0

Stk L X: -17.8

Stk L Y: 3.7

Hinge L Y: 0.3

Stk R: 13.2

Stk R X: 13.0

Stk R Y: -1.7

Hinge R Y: -0.3

5+50.0

3806.83

0.00

-11.00

3806.83

0.00

-3

11.00

-17.76

13.02

Stk L: 18.1

Stk L X: -17.7

Stk L Y: 4.4

Hinge L Y: 0.3

Stk R: 12.1

Stk R X: 11.8

Stk R Y: -1.8

Hinge R Y: -0.3

5+75.0

3805.15

0.00

-9.61

3805.15

0.00

-3

9.61

-17.74

11.81

18 28

Stk L: 17.7

Stk L X: -17.4

Stk L Y: 4.9

Hinge L Y: 0.2

Stk R: 9.6

Stk R X: 9.3

Stk R Y: -1.0

Hinge R Y: -0.2

6+00.0

3803.48

0.00

-8.11

3803.48

0.00

-3

8.11

-17.35

9.31

Stk L: 21.8

Stk L X: -21.4

Stk L Y: 5.9

Hinge L Y: 0.3

Stk R: 9.1

Stk R X: 8.7

Stk R Y: -0.7

Hinge R Y: -0.2

6+25.0

3802.35

0.00

-10.17

3802.35

0.00

-3

8.00

-21.40

8.70

Stk L: 26.9

Stk L X: -26.4

Stk L Y: 6.3

Hinge L Y: 0.4

Stk R: 8.7

Stk R X: 8.6

Stk R Y: -0.7

Hinge R Y: -0.2

6+50.0

3802.05

0.00

-14.67

3802.05

0.00

-3

8.00

-26.37

8.62

Stk L: 23.1

Stk L X: -22.8

Stk L Y: 3.4

Hinge L Y: 0.5

Stk R: 10.7

Stk R X: 10.5

Stk R Y: -1.9

Hinge R Y: -0.2

6+75.0

3802.58

0.00

-17.00

3802.58

0.00

-3

8.00

-22.83

10.47

Stk L: 20.6

Stk L X: -20.5

Stk L Y: 2.3

Hinge L Y: 0.5

Stk R: 10.0

Stk R X: 9.9

Stk R Y: -1.5

Hinge R Y: -0.2

7+00.0

3803.92

0.00

-17.00

3803.92

0.00

-3

8.00

-20.49

9.90

Stk L: 21.4

Stk L X: -21.3

Stk L Y: 2.2

Hinge L Y: 0.1

Stk R: 8.6

Stk R X: 8.6

Stk R Y: 0.0

Hinge R Y: 0.0

7+25.0

3805.54

0.00

-17.00

-21.29

3805.54

0.00

8.00

8.62

Stk L: 24.7

Stk L X: -24.6

Stk L Y: 3.3

Hinge L Y: -0.5

Stk R: 9.2

Stk R X: 9.1

Stk R Y: 0.8

Hinge R Y: 0.2

7+50.0

3807.17

0.00

-3

-17.00

3807.17

0.00

8.00

-24.61

9.12

Stk L: 23.2

Stk L X: -23.2

Stk L Y: 2.6

Hinge L Y: -0.5

Stk R: 11.0

Stk R X: 11.0

Stk R Y: 1.7

Hinge R Y: 0.2

7+75.0

3808.79

0.00

-3

-17.00

3808.79

0.00

8.00

-23.24

11.00

Stk L: 20.0

Stk L X: -20.0

Stk L Y: 1.9

Hinge L Y: -0.5

Stk R: 12.2

Stk R X: 12.2

Stk R Y: 2.3

Hinge R Y: 0.2

8+00.0

3810.41

0.00

-3

-15.35

3810.41

0.00

8.00

-20.01

12.19

Stk L: 15.1

Stk L X: -15.1

Stk L Y: 1.8

Hinge L Y: -0.3

Stk R: 12.4

Stk R X: 12.4

Stk R Y: 2.5

Hinge R Y: 0.2

8+25.0

3811.94

0.00

-3

-10.85

3811.94

0.00

8.00

-15.09

12.42

Stk L: 12.2

Stk L X: -12.2

Stk L Y: 1.8

Hinge L Y: -0.2

Stk R: 12.1

Stk R X: 12.1

Stk R Y: 2.3

Hinge R Y: 0.2

8+50.0

3812.96

0.00

-3

-8.00

3812.96

0.00

8.00

-12.15

12.07

Stk L: 14.4

Stk L X: -14.4

Stk L Y: 2.5

Hinge L Y: -0.3

Stk R: 11.4

Stk R X: 11.3

Stk R Y: 1.5

Hinge R Y: 0.3

8+75.0

3813.42

0.00

-3

-8.92

3813.42

0.00

8.92

-14.42

11.34

19 28

Stk L: 16.3

Stk L X: -16.3

Stk L Y: 2.6

Hinge L Y: -0.3

Stk R: 11.6

Stk R X: 11.5

Stk R Y: 0.9

Hinge R Y: 0.3

9+00.0

3813.31

0.00

-3

-10.42

3813.31

0.00

10.42

-16.26

11.54

Stk L: 15.6

Stk L X: -15.5

Stk L Y: 1.9

Hinge L Y: -0.3

Stk R: 14.4

Stk R X: 14.3

Stk R Y: -1.3

Hinge R Y: 0.3

9+25.0

3812.73

0.00

-3

-11.00

3812.73

0.00

11.00

-15.53

14.29

Stk L: 16.3

Stk L X: -16.2

Stk L Y: 2.2

Hinge L Y: -0.3

Stk R: 12.9

Stk R X: 12.9

Stk R Y: -0.6

Hinge R Y: 0.3

9+50.0

3812.11

0.00

-3

-11.00

3812.11

0.00

11.00

-16.15

12.92

Stk L: 14.7

Stk L X: -14.6

Stk L Y: 1.9

Hinge L Y: -0.3

Stk R: 11.6

Stk R X: 11.6

Stk R Y: -0.4

Hinge R Y: 0.3

9+65.5

3811.76

0.00

-3

-10.17

3811.76

0.00

10.17

-14.61

11.61

20 28

-1

-8

0 20

CONTOUR INTERVAL = 0.5 FT

PLAN VIEW

SCALE: FEET

DESIGN CUT

SLOPE

DESIGN CUT

SLOPE

7'

C

L

7'

0%

1V:2H

CUT SLOPE

1V:2H

CUT SLOPE

SUBGRADE

4 INCH

COMPACTED THICKNESS

NEW ROAD ALIGNMENT

(NFSR # 10761)

EXISTING FOOD

STORAGE LOCKER

EXISTING CAMPING SPUR

TYPICAL SITE REHAB

SUBGRADE

EXISTING GROUND

PROFILE VIEW

VAN LAKE CAMPGROUND

BOAT RAMP

SHEET NO. ____ OF ____

21 28

70 C.Y. EXCESS EXCAVATION

22 28

VAN LAKE CAMPGROUND

WALKING PATH

BC 0+

34.

EC

0+

.9

Delta=-34.2

R=50.0

C1

BC

0+

.2

EC 1+55.4

Delta =-1

22.

R=30 .0C2

0+0 0.0

0+2 5.0

0+

.0

0+

.0

1+00.0

1+25.0

1+50.0

1+75.0 W

W d

W d

-8.0

-7.4

-7.5

-7.2

-3.1

Mass Haul (Cu. Yd.)

Stk L: 4.0

Stk L X: -4.0

Stk L Y: -0.5

Stk R: 3.6

Stk R X: 3.6

Stk R Y: 0.4

0+00.0

3803.63

0.00

-3.97

3.55

Stk L: 3.5

Stk L X: -3.5

Stk L Y: 0.3

Stk R: 6.1

Stk R X: 6.1

Stk R Y: 1.2

0+35.0

3800.83

0.00

-3.45

6.12

Stk L: 3.0

Stk L X: -3.0

Stk L Y: -0.2

Stk R: 3.6

Stk R X: 3.5

Stk R Y: 0.3

0+70.0

3798.12

0.00

-3.03

3.54

Stk L: 4.0

Stk L X: -4.0

Stk L Y: -0.5

Stk R: 2.9

Stk R X: 2.9

Stk R Y: -0.1

1+05.0

3795.52

0.00

-4.04

2.89

Stk L: 2.6

Stk L X: -2.6

Stk L Y: 0.0

Stk R: 3.8

Stk R X: 3.8

Stk R Y: -0.4

1+40.0

3792.97

0.00

-2.57

3.78

Stk L: 5.9

Stk L X: -5.8

Stk L Y: 1.1

Stk R: 2.9

Stk R X: 2.9

Stk R Y: -0.1

1+75.0

3791.40

0.00

-5.82

2.89

Stk L: 5.1

Stk L X: -5.0

Stk L Y: 0.8

Stk R: 6.2

Stk R X: 6.1

Stk R Y: -1.2

1+88.1

3791.44

0.00

-5.02

6.07

7 C.Y.

W d

0 25

CONTOUR INTERVAL = 0.5 FT

PLAN VIEW

SCALE: FEET

-2.50 2.50 -2.50 2.50

-2.50 2.50 -2.50 2.50

-2.50 2.50 -2.50 2.50

-2.50 2.50

3 C.Y.

2 INCH

COMPACTED THICKNESS

DESIGN CUT

SLOPE

DESIGN CUT

SLOPE

DESIGN FILL

SLOPE

SUBGRADE

EXISTING GROUND

PROFILE VIEW

STRIP BRUSH, DUFF, OVERBURDEN & OTHER

ORGANIC MATERIAL DOWN TO MINERAL SOIL AND

HAUL TO THE WASTE SITE ON NFSR 558 M.P. 0.77

AND PILE AT A DESIGNATED LOCATION. PLACE

CRUSHED AGGREGATE TO A MINIMUM DEPTH OF 2

INCHES, AS DIRECTED, TO PROVIDE SURFACE

DRAINAGE. COMPACT USING A SMALL ROLLER OR

PLATE COMPACTOR.

A

A

NOTE: FOR ALL PIPE INSTALLATIONS, CONSERVE ROCK FROM THE PIPE AND/OR CATCH BASIN

EXCAVATION AND PLACE AS RIPRAP AT PIPE INLETS & OUTLETS. ARMOR CATCH BASINS WHEN

SHOWN ON THE DRAWINGS.

CATCH BASIN INSTALLATION TYPICAL

NOT TO SCALE

TRANSITION 25'

OR AS STAKED

TRANSITION 25'

OR AS STAKED

TOP OF CUT

DITCH FLOW LINE

SUBGRADE SHOULDER

BB

DITCH BLOCK (ARMOR WITH RIPRAP)

SUBGRADE SHOULDER

SECTION A-A

SECTION B-B

BOTTOM OF

CATCH BASIN

ARMOR WITH RIP RAP

DITCH BLOCK

TOP OF SUBGRADE

1'

EXISTING

GROUND

1V:1H

1V:2H

2' 5'

CROSS DRAIN CULVERT INSTALLATION

NOT TO SCALE

NOTE: CULVERT GRADE SHOULD BE AT LEAST 2% MORE THAN

DITCH GRADE. SKEW CULVERT AS NOTED ON ROAD LOGS.

2' (MIN)

CULVERT

TOP OF SUBGRADE

CONSTRUCT DITCH BLOCK

(NO BLOCK AT VERTICAL SAGS

OR STREAM CROSSING)

TOP OF SUBGRADE

CLASS 3 RIPRAP

2'2'

CULVERT SLOPE RIPRAP

NOT TO SCALE

MATCH RIPRAP TO TOP

OF CULVERT ELEVATION

CONSERVE ROCK AND PLACE

TO ARMOR INLETS AND OUTLETS

23 28

50' OR

AS STAKED

25' OR AS

STAKED

25' OR AS

STAKED

CL ROADWAY

B

S

A

T

I

O

N

E

A

T

I O

N

NOTE: HORIZONTAL CURVE WIDENING IS TO BE ADDED TO THE ROADWAY WIDTH ON

THE INSIDE OF THE CURVE FOR THE ENTIRE LENGTH OF THE CURVE. UNIFORMLY TAPER

CURVE WIDENING BACK TO THE STANDARD ROAD WIDTH BEFORE THE PC AND AFTER

THE PT OVER THE TAPER LENGTH.

Δ

CL ROADWAY

SHEET NO. ____ OF ____

24 28

OUTLET DITCH

A

A

ROAD SURFACE

CULVERT

EXISTING GROUND

SECTION ALONG CENTERLINE CULVERT/OUTLET DITCH

SECTION A-A

EXCAVATED MATERIAL

FROM DITCH SECTION.

SEE NOTE THIS SHEET

CULVERT

EXISTING GROUND

RIPRAP

(WHERE SPECIFIED)

CURVE WIDENING

TURN OUT RIGHT OR LEFT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DITCH GRADE = CULVERT GRADE + 1%

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text 1V : 1.5H

AutoCAD SHX Text 1V : 1.5H

AutoCAD SHX Text NOTES: 1. DITCH AND BERM SHALL BE SEEDED DITCH AND BERM SHALL BE SEEDED 2. MATERIAL SHALL BE DEPOSITED MATERIAL SHALL BE DEPOSITED UNIFORMLY ON BOTH SIDES OF DITCH 3. INSTALL RIPRAP WHERE SPECIFIEDINSTALL RIPRAP WHERE SPECIFIED

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

BARRIER ROCKS

TYPICAL INSTALLATION DETAIL

ROCKS TO BE INSTALLED AT LOCATIONS

STAKED BY THE ENGINEER.

PLACE APPROXIMATE 2' - 3' DIAMETER ROCKS

BURY APPROXIMATELY 6 " INTO THE GROUND

PLACE & SHAPE THE EXCAVATED MATERIAL

AROUND THE ROCK EDGE AS DIRECTED

EXISTING GROUND LINE

BARRIER ROCKS SHALL BE OBTAINED FROM 007 QUARRY (SEC. 25, T.30N., R.19W.).

SORT THROUGH QUARRY MATERIAL TO OBTAIN 2' TO 3' DIAMETER ROCKS AND / OR USE

EXCAVATOR WITH HAMMER ATTACHMENT TO PRODUCE THE REQUIRED ROCK SIZE.

SHEET NO. ____ OF ____

BARRIER ROCK & FOOD STORAGE LOCKER DETAILS

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

FOOD STORAGE LOCKER

L

O

P

E

L

O

P

E

8"

" x 5" J-BOLTS, 3" EMBEDMENT

CONSTRUCT CONCRETE SUPPORT PAD

WITH #4, GRADE 60 REBAR @ 12" OC

BOTH WAYS, CENTERED 2" BELOW

TOP OF CONCRETE PAD.

SECURE FOOD STORAGE LOCKER TO SUPPORT

PAD WITH

" NUT & WASHER AT EACH J-BOLT.

CONCRETE SUPPORT PAD

LIGHT BROOM FINISH

USE CRUSHED AGGREGATE TO SHAPE AROUND THE CONCRETE PAD TO

MAINTAIN POSITIVE DRAINAGE AWAY FROM THE SUPPORT PAD, AS DIRECTED.

FLUSH WITH PAD

1. FOOD STORAGE LOCKERS AND CONCRETE SUPPORT PADS & HARDWARE SHALL BE CONTRACTOR-FURNISHED.

FSSS 601 -- CONCRETE COMPOSITION METHOD A.

2. FOOD STORAGE LOCKERS ARE PRE-ASSEMBLED AND READY FOR INSTALLATION ON COMPLETED SUPPORT PADS.

3. FOOD STORAGE LOCKER WEIGHT IS APPROXIMATELY 375 LBS. EACH.

4. CONTRACTOR SHALL VERIFY MOUNTING BOLT PATTERN WITH DELIVERED FOOD STORAGE LOCKERS PRIOR TO

CONSTRUCTING CONCRETE SUPPORT PADS.

5. THE EXACT LOCATIONS AND ORIENTATION OF THE STORAGE LOCKERS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.

FOOD STORAGE LOCKER INSTALLATION NOTES

FOOD STORAGE LOCKERS

TYPICAL INSTALLATION DETAIL

NO SCALE

NO SCALE

25 28

FOOD STORAGE LOCKER SHALL BE A MID-SIZED

FOOD STORAGE LOCKER MODEL FS-24 IN

COLOR FOREST BROWN AS MANUFACTURED BY

BEAR SAVER, ONTARIO, CA.

PH: 1 (909) 605-1697 www.bearsaver.com

OR AN APPROVED EQUAL.

STEEL ANCHOR PIN

M

I

N

GENERAL NOTES FOR PICNIC TABLE & FIRE RING PADS

1. THE DIMENSIONS AND LOCATIONS OF TABLE & TENT PADS, FIRE RINGS, AND PICNIC TABLES

SHOWN ABOVE ARE APPROXIMATE. EXACT SIZE, SHAPE, LOCATION, AND ORIENTATION OF PADS, TABLES, AND RINGS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.

2. THE STAKED PAD AREAS SHALL BE CLEARED, GRUBBED, FORMED, SMOOTHED AND COMPACTED

PRIOR TO CRUSHED AGGREGATE PLACEMENT.

3. ALL CONSTRUCTED FILL SLOPES SHALL BE 4:1 OR FLATTER AS DIRECTED BY THE ENGINEER.

4. CRUSHED AGGREGATE USED IN PAD CONSTRUCTION WILL BE PAID FOR UNDER ITEM 30207.

MINOR VARIATION IN DESIGN AND DIMENSIONS WILL BE PERMITTED TO ALLOW THE USE OF WHEEL STOPS

THAT MEET MANUFACTURER'S STANDARDS SUBJECT TO APPROVAL BY THE ENGINEER.

2'

#5 REINFORCING BARS

PLAN VIEW

NO SCALE

6'

2'

10'

CONCRETE WHEEL STOPS

3/4" DIA. PLASTIC PIPE SLEEVE

NO SCALE

SIDE VIEW

#5 REINFORCING BARS

LIMITS OF CRUSHED AGGREGATE PAD (AS STAKED)

--- 4" COMPACTED DEPTH

* APPROX. 10 C.Y. EXCESS EXCAVATION TO BUILD PAD

APPROX. 6 C.Y. CRUSHED AGGREGATE (TRUCK MEASURE) PER PAD

NO SCALE

END VIEW

12"

#5 REINFORCING BARS

7"

1/2" BEVEL

PICNIC TABLE

M

I N

M

I N

SHEET NO. ____ OF ____

SIDE VIEW

2. AFTER CONSTRUCTION OF THE CRUSHED AGGREGATE PICNIC TABLE PAD SURFACE THE STEEL FIRE RINGS SHALL

3. THE EXACT LOCATIONS AND ORIENTATION OF THE FIRE RINGS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.

BE ANCHORED TO THE GROUND AS SHOWN ABOVE. PREPACKAGED CONCRETE MIX IS ACCEPTABLE.

NOTE: AN ADDITIONAL QUANTITY OF CRUSHED

AGGREGATE MAY BE REQUIRED FOR SHAPING AND

LEVELING OF THE PICNIC TABLE AND FIRE RING PADS,

AS DIRECTED BY THE ENGINEER. (SEE NOTE #4 BELOW).

FIRE RING

M

I

N

1. FIRE RINGS & ANCHOR PINS ARE GOVERNMENT FURNISHED. CONCRETE IS CONTRACTOR FURNISHED.

CONCRETE WHEEL STOPS

CRUSHED AGGREGATE

PICNIC TABLE PAD SURFACE

NO SCALE

TOP VIEW

NO SCALE

32" DIA. RINGS

CONCRETE FOOTING

STEEL ANCHOR PINS (3 EACH FIRE RING)

EMBED IN CONCRETE FOOTINGS

TYPICAL PICNIC TABLE & FIRE RING PAD DETAILS

NO SCALE

CONCRETE FOOTING

STEEL FIRE RING

TYPICAL INSTALLATION DETAIL

REINFORCED CONCRETE

FSSS 601 - CONCRETE COMPOSITION METHOD A

FIRE RING, WHEEL STOP, AND AGGREGATE PAD DETAILS

LIMITS OF CRUSHED AGGREGATE TENT PAD (AS STAKED)

--- 12' x 12' PAD (4" COMPACTED DEPTH)

* APPROX. 5 C.Y. EXCESS EXCAVATION TO BUILD PAD

**APPROX. 2.5 C.Y. CRUSHED AGGREGATE (TRUCK MEASURE) PER PAD

TENT PAD IS CONNECTED TO

THE TABLE PAD WHEN STAKED.

CRUSHED AGGREGATE

4. AFTER ANCHORING, THE FIRE RINGS SHALL BE FILLED WITH 9" OF CRUSHED AGGREGATE.

26 28

PIN EACH WHEEL STOP TO THE GROUND WITH TWO

" DIA. x 18" BARS. DRIVE BARS FLUSH

WITH TOP OF CONCRETE (LOCATIONS WILL BE DESIGNATED BY THE ENGINEER).

PARKING

SPUR

NOTE: EXCESS EXCAVATION WILL BE NEEDED TO BUILD

THE BASE FOR THE TENT PADS AND THE PICNIC

TABLE/FIRE RING PADS. (SEE NOTE #2 BELOW).

Lag Bolts

P l a n k larger than 9'- 9 3/4" x 34 3/4" and length of the finished

2 3/4"

5'-0"

3/8" x 2 1/2"

Lag Bolts

SECTION B-B

PLAN VIEW

No Scale

SIDE VIEW

No Scale

#3 Reinf. Bar 1" Clear

28"

Washers

Flat & Lock

2"

SECTION D-D

SECTION C-C

No Scale

No Scale No Scale

SHEET NO. ____ OF ____

3/8"

1/2" x 4 1/2" Machine Bolt

Finish Grade

6"

6"

3"

4" x 12" S4S Plank

1/2" x 1" Slot In < Iron

3" x 3" x 3/16" < Iron

3"

1"

7"

5"

2"

3"

Chamfer

8"

4"

2"

1"

1/2"

1/2"

Plastic Pipe Sleeve For

1/2" Machine Bolts

Washer

1/2"x 1" Slotted Holes

< Iron Side View

1/2"

1/2"

1/2"x 1" Slotted Holes

3"

9" for the future fit of a fiber glass cover.)

benches shall not be longer than 7'- 10 1/2". (This allows

A

A

28"

END VIEW

No Scale

3/4"

2"

2"

SECTION A-A

No Scale

1/4"

1/2"

3/8"

14"

3"

8"

3"

3"

1"

3"

1/2"

Chamfer

< Iron Side View

Round and Smooth

These Edges

9"

8"

Reinforced and Supports

Concrete Base

Precast

3/4"

B

3/8"

14"

Outside Edges & Corners

3" x 3" x 3/16" < Iron

C

31"

18"

D

C

3"

L

2 1/2"

#3 Bars

3/8"

6"

8"

4" x 12" S4S Plank

3" x 3" x 3/16" < Iron

#3 Reinf. Bar 1" Clear

Chamfer

Predrill Holes

Finish Grade

D

7'- 10 1/2"

18"

PICNIC TABLE

* Note: Dimensions of the finished table top shall not be

9'- 9 3/4"

18"

3/8" Space

Round & Smooth All

B

4" x 12" S4S Plank

3/8" x 2 1/2"

15"

Reinforced precast concrete base and supports

FSSS 601 - Concrete Composition Method A

All materials required for picnic table fabrication shall be furnished by the Contractor.

NOTE: 4" x 12" S4S Planks shall be Douglas-fir or larch of No. 1 grade according to Western Wood Products

Association grading rules. After being cut to size and prior to attachment, two coats of exterior wood stain, Messmer's UV Plus (Sherwin Williams) or equal shall be applied to all surfaces of the wooden top and bench planks. Application rate and time between coats shall be as specified by the stain manufacturer.

27 28

OVERLAPPING TIMBER STEP

NO. 5

REBAR

MINIMUM

MINIMUM

18 INCHES

(TYP)

PLAN VIEW

ELEVATION VIEW

OVERALL LENGTH

OVERALL

WIDTH

PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)

STEP RUN

12 INCH

MINIMUM

C

L

C

L

6 INCH

(TYP)

EMBED 1/3

MINIMUM (TYP)

CARRIAGE

8 X 8 MINIMUM

SAWN TIMBER

OR 8 INCH MINIMUM

LOG DIA.

S

L

O

P

E

BACKFILL WITH

SUITABLE MATERIAL

SILL

8 X 8 MINIMUM

SAWN TIMBER

OR 8 INCH MINIMUM

LOG DIA.

RISER

8 X 8 MINIMUM

SAWN TIMBER

OR 8 INCH MINIMUM

LOG DIA.

48"

COMMENTS

ROUGHLY 16-17 STEPS

WIDTH

OVERALL

24"

RUN

STEP

TYPE

MATERIAL

SAWN TIMBEROTS-1

ID

TYPICAL

40'

LENGTH

OVERALL

MATERIAL

GROUND CONTACT / HEAVY DUTY

SIZE

8" x 8" DOUGLAS FIR

GRADE

SPECIES/

TYPE

UC4B

TYPE

PRESERV.

SAWN TIMBER

WATERBORNE TREATMENT

NOTES:

PRE-DRILL HOLES FOR REBAR AND PINS TO PREVENT SPLITTING OF LOGS OR SAWN TIMBERS.

RECESS END OF REBAR 1/2 INCH BELOW TOP OF TIMBER.

COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT.

ALL FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED.

REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL.

MINIMUM OVERLAP OF BOTTOM CARRIAGE IS THE SAME AS THE STEP RUN LENGTH.

RISERS AND CARRIAGES SHALL BE THE SAME DIMENSIONS.

1.

2.

3.

4.

5.

6.

7.

28 28