J1_Plans.pdf

U.S. DEPARTMENT OF AGRICULTURE -- FOREST SERVICE

CHEQUAMEGON / NICOLET NATIONAL FOREST

FR 2156 - CHIPMUNK RAPIDS ROAD

DEVELOPMENT PROJECT # NZ-192

ROADWAY IMPROVEMENTS AND CULVERT REPLACEMENTS

PROJECT LOCATION:

SEC. 1 & 2 T39N-R15E, TOWNSHIP OF LONG LAKE,

FLORENCE COUNTY, WISCONSIN

INDEX 0F SHEETS

SHEET # SHEET TITLE

01----------- COVER SHEET

02 ---------- LOCATION MAP

03 ---------- SCHEDULE OF ITEMS

04 ---------- CULVERT SCHEDULE

05 ---------- ROAD CROSS DRAIN CULVERT TRENCH DETAILS

06 ---------- ROAD CROSS DRAIN CULVERT DETAILS

07 ---------- ROAD PLAN AND PROFILE STA. 18+24 to 47+50 08 ---------- ROAD PLAN AND PROFILE STA. 47+50 to 55+61

09 ---------- TYPICAL ROAD CROSS SECTION

10 ---------- STREAM CULVERT PROFILE STA. 34+82

11 ---------- STREAM CULVERT PROFILE STA. 44+67

12 ---------- STREAM CULVERT DETAILS STA. 44+67

13 ---------- STREAM CULVERT BACKFILL DETAIL STA. 44+67

14 ---------- RIP RAP DETAIL -

CULVERTS AT STA. 34+82 AND 44+67

NICOLET N.F.

CHEQUAMEGON N.F. PROJECT LOCATION

WAUSAU

RHINELANDER

MADISON

ZONE SUPERVISOR FOR TECHNICAL RESOURCES

APPROVED:

DISTRICT OFFICE: EAGLE RIVER / FLORENCE

DISTRICT RANGER

FOREST ENGINEER

SUPERVISOR'S OFFICE - C.N.N.F.

COVER PAGEU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

TOWN CHAIRMAN

TOWN OF LONG LAKE

LOST LAKE

FR

END OF

PULVERIZING

STA. 55+61

START OF

PULVERIZING

STA. 18+24

PROJECT LOCATION MAPU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

PIN

E R

IVER

LOST LAKE

SOUTH PIT

APPROX. 2.5

MILES

PAY ITEM NO. DESCRIPTION PAY UNIT EST. QTY

15101 MOBILIZATION LUMP SUM 1

20351 REMOVAL OF EXISTING CULVERTS, DISPOSAL METHOD (A), REMOVE FROM PROJECT EACH 12

20701 EARTHWORK GEOGRID - TENSAR TRIAX TX140 SQUARE

YARD

1,650

20801

STRUCTURE EXCAVATION -

(APPLIES ONLY TO BOX CULVERT AT STA. 44+67) CUBIC YARD 227

20802 FOUNDATION FILL - SELECT BEDDING, 1-1/2" TO 3

4" CLEAN FRACTURED STONE

(APPLIES ONLY TO BOX CULVERT AT STA. 44+67) CUBIC YARD 21

20803 STRUCTURAL BACKFILL - 3

4" CRUSHED AGGREGATE - GOV'T SOURCE PROVIDED

(APPLIES ONLY TO BOX CULVERT AT STA. 44+67) CUBIC YARD 94

20965

CULVERT BEDDING AND BACKFILL MATERIAL - 3

4" CRUSHED AGGREGATE

GOVERNMENT SOURCE TO BE PROVIDED

( APPLIES TO ALL CULVERTS EXCLUDING BOX CULVERT AT STA. 44+67)

CUBIC YARD 681

25101 PLACED RIP-RAP - CLASS 4 CUBIC YARD 20

30308

ROADWAY RECONDITIONING - PULVERIZE PAVEMENT AND SUBGRADE TO A DEPTH

OF 12" BELOW EXISTING ROAD ELEVATION. TO INCLUDE COMPACTING AND GRADING

OF PULVERIZED MATERIAL. STA. 18+24 to 55+61

SQUARE

YARD

9,135

60202 (a) 24" SPAN, 18" RISE, CORRUGATED GALVANIZED STEEL PIPE ARCH, 0.064" THICKNESS FOOT 318

60202 (b) 36" ROUND POLYMER COATED CORRUGATED METAL PIPE

2:1 PARTIAL BEVEL CUT, DESIGN LOAD RATING = HS-25 FOOT 42

60202 (c) 10' SPAN x 4' RISE PRE-CAST REINFORCED CONCRETE BOX CULVERT, 2:1 PARTIAL BEVEL END SECTIONS, DESIGN LOAD RATING = HS-25 FOOT 42

62503 SEEDING AND MULCHING, DRY METHOD LUMP SUM 1

63501 TEMPORARY TRAFFIC CONTROL LUMP SUM 1

SCHEDULE OF ITEMSU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

STATION SIZE OF NEW CULVERT LENGTH OF NEW CULVERT CULVERT PURPOSE

22+56 24" x 18" CMPA 40'-0" ROAD CROSS DRAIN

27+43 24" x 18" CMPA 38'-0" ROAD CROSS DRAIN

29+25 24" x 18" CMPA 34'-0" ROAD CROSS DRAIN

31+80 24" x 18" CMPA 34'-0" ROAD CROSS DRAIN

33+71 24" x 18" CMPA 34'-0" ROAD CROSS DRAIN

34+82

36" ROUND POLYMER

COATED C.M.P. WITH 2:1

PARTIAL BEVEL CUT

42'-0" STREAM CROSSING

37+21 24" x 18" CMPA 34'-0" ROAD CROSS DRAIN

40+48 24" x 18" CMPA 34'-0" ROAD CROSS DRAIN

44+67

10' SPAN x 4' RISE PRE-CAST

REINFORCED CONCRETE

BOX CULVERT, 2:1 PARTIAL

BEVEL END SECTIONS

42'-0" STREAM CROSSING

46+36 24" x 18" CMPA 34'-0" ROAD CROSS DRAIN

49+95 24" x 18" CMPA 36'-0" ROAD CROSS DRAIN

CULVERT SCHEDULEU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

EMBANKMENT

1'-0" MINIMUM

DIRECTION OF FLOW

INSIDE CIRCUMFERENTIAL

LAPS SHOULD POINT

DOWNSTREAM

PLACE LONGITUDINAL SEAMS

AT ANY LOCATION

BETWEEN 45 ABOVE OR BELOW

HORIZONTAL.

NOTES:

1) ORGANIC MATERIAL FROM PIPE EXCAVATION NORMALLY CONSIDERED UNSUITABLE MAY BE SPREAD ON EXPOSED SLOPES PRIOR TO SEEDING. OTHER UNSUITABLE MATERIAL WHICH CANNOT BE USED WILL BE HAULED TO LOST LAKE SOUTH PIT LOCATION AS SHOWN ON

PAGE 2 OF THE DRAWINGS AND DISPOSED IN AN UPLAND LOCATION.

2) WORK NEEDED TO INSTALL THE CULVERTS SUCH AS SHORING, BRACING, DEWATERING, EXCAVATING, PREPARING FOUNDATIONS, MINOR

CLEARING AND GRUBBING SHALL BE INCIDENTAL TO PAY ITEM 60202

CULVERT INSTALLATION

(placement of rivets and connecting band for metal pipe)

NOTE: IF CAMBER IS NECESSARY, IT SHALL BE DESIGNATED BY THE

ENGINEER AT TIME OF EACH INSTALLATION. CAMBER SHOULD BE NO

LESS THAN 1/2 OF 1% OF THE TOTAL LENGTH OF THE STRUCTURE.

FINAL GRADE

AFTER

SETTLEMENT

CAMBER

CAMBERED PIPE

CULVERT CAMBER

PIPE CULVERT

DITCH SECTION AT CULVERT INLET

EDGE OF

SHOULDER

2'-0"

2:1 SLOPE

PROVIDE 25' TRANSITION TO MEET

NORMAL DITCH SECTION

C/L

INSTALL CONNECTING BAND PER

MANUFACTURER'S RECOMMENDATIONS

ROAD CROSS DRAIN CULVERT DETAILSU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

4" AGGREGATE BEDDING

DEPTH = 12"

(GOV'T SOURCE PROVIDED)

CULVERT PIPE BACKFILL

34" AGGREGATE

(AVG. DEPTH = 3'

(GOV'T SOURCE PROVIDED)

TENSAR TRIAX

TX140 GEOGRID

REINFORCEMENT

AN OVERLAP OF 3'

SHALL BE USED AT

ALL SEAMS.

12" PULVERIZED ROAD

MATERIAL PUT BACK IN PLACE,

GRADED TO 0.02 FT./FT.

ROAD CROWN AND COMPACTED

NEW CULVERT 24" SPAN x 18" RISE

5'

25'

CROSS DRAIN CULVERT TRENCH DETAILU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

LINE ENTIRE

LENGTH OF TRENCH

WITH 2" RIGID

POLYSTYRENE

INSULATION. THIS

ITEM SHALL BE

INCLUDED IN PAY

ITEM 60202.

NOTE:

- ALL MATERIAL EXCAVATED FROM TRENCH SHALL BE CONSIDERED

UN-SUITABLE, AND DISPOSED OF AT THE LOST LAKE SOUTH PIT LOCATION

SCALES:

1" = 300' HOR

1" = 5' VER

1335.00

1340.00

1345.00

18+24 20+00

PINE RIVER

C H

IPM

U

N K

C R

EEK

FR 2156 - CHIPMUNK RAPIDS ROAD

U N

-N A

M

ED

TR

IB

. TO

PIN

E R

IVER

STA. 22+56 -

REMOVE AND

REPLACE

EXIST. CULVERT

(see page 5)

STA. 27+43 -

REMOVE AND

REPLACE EXIST.

CULVERT

STA. 31+80 -REMOVE

AND REPLACE

EXIST. CULVERT

STA. 33+71 -

REMOVE AND

REPLACE EXIST.

CULVERT

STA. 40+48

REMOVE AND

REPLACE EXIST.

CULVERT

PVT. DRIVE

15' RADIUS

PVT. DRIVE

15' RADIUS

PLAN & PROFILE VIEW STA. 18+24 to 47+50U.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

STA. 37+21 REMOVE AND

REPLACE EXIST. CULVERT

STA.

44+67REMOVE

AND REPLACE

EXIST.

CULVERTS

25+00 30+00 35+00 40+00 45+00

STA. 34+82 -REMOVE

AND REPLACE

EXIST. CULVERT

STA. 29+25-

REMOVE AND

REPLACE EXIST.

CULVERT

SCALES:

1" = 300' HOR

1" = 5' VER

1325.00

1330.00

1335.00

1340.00

1325.00

1330.00

1335.00

1340.00

PINE RIVER

CHIPMUNK

LAUTERMAN SKI TRAIL

PARKING AREA

20' RADIUS (TYP.)

OLD GRAVEL PIT

35' RADIUS (TYP.)

STA. 46+36 -

REMOVE AND

REPLACE EXIST.

CULVERT

STA. 49+95 -

REMOVE AND

REPLACE EXIST.

CULVERT

CREEK

PINE RIVER BRIDGE

PLAN & PROFILE STA. 47+50 to 55+61U.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

50+00 55+00 60+00

STA. 55+61 - NORTH

EDGE OF BRIDGE

DECK - END OF

ROAD PULVERIZING

0.02 FT/FT

TYPICAL ROAD CROSS SECTION

STA. 18+24 TO 55+61

2:1 SLOPE

EXIST. PAVEMENT WIDTH = 20'

PULVERIZE EXIST. PAVEMENT AND

SUB-GRADE TO A DEPTH OF 12". PUT

BACK IN PLACE PULVERIZED

MATERIAL, COMPACT, AND GRADE WITH

A CROWN OF 0.02 FT / FT

C/L

0.02 FT/FT

EXIST. 1' GRAVEL

SHOULDER

TYPICAL ROAD CROSS SECTIONU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

WIDTH OF NEW PULVERIZED SURFACE = 22'

CULVERT SPECIFICATIONS - STA. 34+82

36" ROUND X 42' LONG POLYMER COATED CORRUGATED METAL PIPE

2:1 PARTIAL BEVEL CUT

DESIGN LOAD RATING = HS-25

THICKNESS = 0.079" (14 GAUGE) , 2-2/3" X 1

2" CORRUGATIONS

CULVERT CROSS SECTION STA. 34+82U.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

96'

97'

98' 99'

100'

101'

102' 103'

104'

FINISHED WIDTH = 22'

ROAD ELEV. @ CL = 102.4' PLACE 34" AGGREGATE

AND PULVERIZED

MATERIAL

2:1 PARTIAL STEP

BEVEL CUT

FLOW

RIP-RAP SLOPES

CLASS 4

6" DEPTH OF COMPACTED

4" AGGREGATE BEDDING

MATERIAL UNDER

ENTIRE LENGTH OF PIPE

NEW CULVERT PIPE

INLET INVERT

ELEV. = 97.7'OUTLET INVERT

ELEV. = 96.8'

CL

NOTE:

1) ELEVATIONS SHOWN ON THIS PAGE ARE REFERENCED TO A BENCHMARK NEAR THE

CULVERT CROSSING, WHICH HAS AN ELEVATION OF 100.0'. THE BENCHMARK IS A NAIL

AT THE BASE OF A 10" SPRUCE TREE, AND SHALL BE USED FOR THIS CROSSING ONLY!

2) ALL MATERIAL EXCAVATED FROM TRENCH SHALL BE CONSIDERED UN-SUITABLE AND

DISPOSED OF AT THE LOST LAKE SOUTH PIT.

3) EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PAY ITEM 60202 (b)

LENGTH OF CULVERT = 42'

22' FINISHED WIDTH

EXTEND CULVERT BEDDING 3' BEYOND

END OF BOX SECTION 12" DEPTH OF 1-1

2 " TO 34" CLEAN FRACTURED STONE

BEDDING MATERIAL.

WRAP ENTIRE AGGREGATE BEDDING WITH TYPE 2A

SEPARATION FILTER FABRIC.

GALVANIZED

CONNECTING PLATES

FOR END SECTION

2:1 PARTIAL BEVEL CUT

ON END SECTION

CULVERT SPECIFICATIONS - STA. 44+67

10' SPAN x 4' RISE x 42' LONG PRE-CAST REINFORCED CONCRETE BOX CULVERT

2:1 PARTIAL BEVEL END SECTIONS

AASHTO M 273 - PRECAST REINFORCED CONCRETE BOX SECTIONS WITH LESS THAN 2' OF COVER

DESIGN LOAD RATING = HS-25

*NOTE: LENGTH OF PRECAST SECTIONS MAY VARY FROM 4' MIN. TO 8' MAX. TO ACCOMODATE OVERALL LENGTH OF 42'

EXIST. ROAD ELEV. @ C.L. = 102.2'

NEW ROAD ELEV. @ C.L. = 102.7'

(blend road fill 50' each side of culvert into existing road.)

RIP-RAP SLOPES

CLASS 4

INVERT ELEV. = 96.0'

WALL AND SLAB

THICKNESS = 12"

PLACE 34" AGGREGATE

AND PULVERIZED MATERIAL

CULVERT CROSS SECTION STA. 44+67U.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

NOTE:

1) ELEVATIONS SHOWN ON THIS PAGE ARE REFERENCED TO A BENCHMARK

NEAR THE CULVERT CROSSING, WHICH HAS AN ELEVATION OF 100.0'. THE

BENCHMARK IS A NAIL AT THE BASE OF A 10" CEDAR TREE, AND SHALL BE

USED FOR THIS CROSSING ONLY!

LENGTH OF CULVERT = 42'

OVERALL LENGTH = 42'-0"

2' STEP

SECTION LENGTHS MAY VARY FROM 4' MIN TO 8' MAX TO

ACCOMODATE OVERALL LENGTH OF 42'

END SECTION

END SECTION

2:1 STEP BEVEL

PLAN VIEW

11" CADILLOC WRAP FOR TOP

AND SIDES AT EACH JOINT

3' GEOTEXTILE WRAP FOR

TOP AND SIDES AT EACH JOINT LIFTING HOLES

TO BE GROUTED AFTER

INSTALLATION OF CULVERT

BUTYL SEALANT IN JOINT (TYP.)

PROFILE VIEW

10' SPAN

4' RISE

CULVERT PLAN AND PROFILE - STA. 44+67U.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

CULVERT BACKFILL DETAIL - STA. 44+67U.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANE

PAYMENT VOLUME LIMITS FOR

STRUCTURAL EXCAVATION

3' WIDTH OF NEW BOX CULVERT 3'

COMPACTED

4" AGGREGATE

STRUCTURAL

BACKFILL PLACED IN

6" LAYERS AND

COMPACTED.

(GOV'T SOURCE

PROVIDED)

STRUCTURE EXCAVATION

AND BACKFILL QUANTITY

DOES NOT INCLUDE AMOUNT

OUTSIDE OF STRAIGHT

LINES

ALL MATERIAL EXCAVATED FOR INSTALLATION

OF NEW CULVERT IS CONSIDERED TO BE

UNSUITABLE, AND WILL BE DISPOSED OF

AT THE LOST LAKE SOUTH PIT LOCATION

AT AN UPLAND LOCATION

NEW CONCRETE BOX CULVERT INVERT ELEVATION = 96.0'

(2) EXIST. 24" ROUND

CORRUGATED METAL PIPE CULVERTS

INVERT ELEVATION = 97.8'

FOUNDATION ELEVATION = 94.0'

UNDISTURBED

EMBANKMENT

DRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

12" DEPTH OF 1-1

2 " TO 34" CLEAN FRACTURED STONE

BEDDING MATERIAL.

WRAP ENTIRE AGGREGATE BEDDING WITH TYPE 2A

SEPARATION FILTER FABRIC.

CULVERT RIP-RAP DETAILU.S.D.A. FOREST SERVICE

CHEQUAMEGON/NICOLET

NATIONAL FOREST

FR 2156

CHIPMUNK RAPIDS ROAD

DRAWN BY: C.COCHRANEDRAWN BY: C.COCHRANE REVIEWED BY: SCALE : NONE

FINISHED SLOPE

1' V : 2' H

CLASS 4 RIPRAP

2' MIN.

3' MIN.

New Culvert

EDGE OF SHOULDER

ROAD SURFACE

NEW CULVERT

FILTER FABRIC

STREAM ELEV.

2' MIN.

3' MIN.

New Culvert

CLASS 4 RIPRAP

CLASS 4 RIPRAP

CULVERT AT STA. 44+67

CULVERT AT STA. 34+82