Attch_01_AMEND2_DRAWINGS.PDF

SUMMARY OF ESTIMATED QUANTITIES

ITEM NO.

EAST FORK ELK CREEK ROAD IMPROVEMENTS

DESCRIPTION

MEASUREMENT

METHOD UNIT

AOP

15101

25101A

60301

20401

MOBILIZATION

60201A 18-INCH CORRUGATED STEEL PIPE, 0.064-INCH THICKNESS, COMPACTION METHOD (F)

60201B

LSQ

AQ

LUMP SUM

LIN.FT.

20101

ROADWAY EXCAVATION, COMPACTION METHOD (B), TOLERANCE CLASS (F) CQ CU.YDS.

553A02

STRUCTURE EXCAVATION

25101B

20806

20801 CQ

62502

NEW CONST.

RE-CONST. OBLITERATION TOTAL

21101

FOUNDATION FILL (GOVERNMENT SOURCE)

PLACED RIPRAP, CLASS 5, (COMMERCIAL SOURCE)

PRECAST CONCRETE MEMBER, CULVERT FOOTING AQ

20' SPAN, 6'4" RISE STEEL STRUCTURAL PLATE ARCH, 0.138" THICKNESS, 6" x 2" CORRUGATION

CLEARING AND GRUBBING, DISPOSAL METHOD I & K, COMPACTION METHOD (E)

AQ LIN.FT.

DRAINAGE EXCAVATION, TYPE STREAM RESTORATION, TOLERANCE CLASS D, COMPACTION METHOD (E) AQ EACH

ROADWAY OBLITERATION, METHOD (A) CQ MILE

CQ

AQ

LIN.FT.

ACRE

1.66

15713 SOIL EROSION AND POLLUTION CONTROL

20302 REMOVAL OF CULVERT, DISPOSAL METHOD (A), COMPACTION METHOD (E)

30315 ROADWAY RECONDITIONING, COMPACTION METHOD (C) CQ

LSQ LUMP SUM

CU.YDS.

LSQ LUMP SUM

CQ CU.YDS.

PLACED RIPRAP, CLASS 3, (COMMERCIAL SOURCE) CQ CU.YDS.

AQ LIN.FT.

57" x 37" CORRUGATED STEEL PIPE, 0.064-INCH THICKNESS, COMPACTION METHOD (F)

20421C

TURF ESTABLISHMENT, SEEDING DRY METHOD, MULCHING DRY METHOD

60212 SURFACE WATER DEFLECTOR, COMPACTION METHOD (F)

MILE

LIN.FT.

ALL ALL ALL ALL ALL REQUIRED

ALL ALL ALL REQUIREDALL ALL

ALL

CQ ACRE

3.39

0.475

0.529

64801 STREAMBED SIMULATION, CLASS CR-4 & CR-2 (COMMERCIAL SOURCE) CQ CU.YDS. 100

15202 CONSTRUCTION SURVEY & STAKING, METHOD 3 LSQ LUMP SUM ALL REQUIREDALL ALL

3.39

ALL REQUIRED

0.529

0.475

2.56

0.90

20303 REMOVAL OF SURFACE WATER DEFLECTOR, DISPOSAL METHOD (A), COMPACTION METHOD (E) AQ EACH

AQ EACH

6 6

25101C FILLED RIPRAP, CLASS 5, (COMMERCIAL SOURCE) CQ CU.YDS.

100 100

COMPACTION METHOD (A)

62 62

64803 PLACED CHANNEL ROCK, DEFORMABLE RUN, CLASS CR-4, (COMMERCIAL SOURCE) CQ CU.YDS. 8 8

62201 EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB

AQ HOUR

10 10

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 SUMMARY OF

ESTIMATED QUANTITIES

03/05/2019 CLEWIS KMEREDITH 2

AutoCAD SHX Text

PROJECT NAME

EAST FORK ELK CREEK ROAD IMPROVEMENTS

DESIGN: THIS STRUCTURE IS DESIGNED FOR HL-93 LIVE LOAD IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SEVENTH

EDITION.

HYDROLOGY AND HYDRAULICS: THIS STRUCTURE HAS BEEN DESIGNED TO PASS A FLOOD OF 744 CFS (Q100) WITH A HEADWATER DEPTH TO

CULVERT RISE RATIO LESS THAN 1

DEWATERING PLAN: SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL AT LEAST SEVEN DAYS PRIOR TO BEGINNING WORK. CONTRACTOR'S

DE-WATERING PLAN SHALL DIVERT THE STREAM AS NECESSARY TO PERFORM THE WORK. TIMING RESTRICTIONS APPLY TO WORK IN STREAMS.

SEE SECTION 107 OF FSSS FOR IN-STREAM RESTRICTIONS.

CONSTRUCTION STAKING: THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION STAKING OF THE STRUCTURAL PLATE ARCH AND

ASSOCIATED ROAD APPROACHES.

TEMPORARY TRAFFIC CONTROL: TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE SECTION 156 OF THE FSSS FOR PROJECT

SPECIFIC REQUIREMENTS.

CONCRETE: USE CLASS A(AE) CONCRETE FOR PRECAST MEMBERS. THE REQUIRED 28-DAY COMPRESSIVE STRENGTH IS 4000 PSI WITH AN

ENTRAINED AIR CONTENT OF 5% PLUS OR MINUS 1%. FINISH ALL PRECAST ELEMENTS WITH AN ORDINARY SURFACE FINISH. MAKE ALL CONCRETE

IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES OF CONCRETE

" AND FILLET ALL ACUTE ANGLES 3" UNLESSS

OTHERWISE NOTED.

REINFORCING STEEL: USE REINFORCING STEEL OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A615) GRADE 60. CONCRETE

COVER IS AS SHOWN; WHERE NOT SHOWN IT MUST CONFORM TO AASHTO. CUT AND BEND REINFORCING STEEL IN CONFORMANCE WITH ACI 315.

HARDWARE AND STRUCTURAL STEEL: USE SHAPES, PLATES AND BARS MEETING THE REQUIREMENTS OF AASHTO M270, GRADE 36, UNLESS

OTHERWISE SPECIFIED IN THESE PLANS.

STREAM SIMULATION MATERIAL: COMBINE AND MIX SOURCE MATERIALS TO CREATE STREAM SIMULATION MATERIAL. SEE SHEET 6 FOR MIX RATIO

DETAILS.

STRUCTURAL PLATE ARCH

ITEM NO. 15202 CONSTRUCTION SURVEY AND STAKING, METHOD 3: THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION STAKING OF NEW

ROAD CONSTRUCTION FOR NFSR # 2273 ACCORDING TO SECTION 152. A PRELIMINARY SURVEY LINE (P-LINE) HAS BEEN ESTABLISHED BY THE

GOVERNMENT AND WAS STAKED ON THE GROUND IN 2018 AT APPROXIMATE 50 FT INTERVALS. P-LINE TRAVERSE NOTES ARE INCLUDED IN THE

PLANS. SLOPE STAKING INFORMATION IS INCLUDED IN THE ROAD CROSS SECTIONS IN THE PLANS.

ITEM NO. 20102 CLEARING AND GRUBBING, DISPOSAL METHOD I & 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. APPROXIMATE LOCATION ON NFSR 2273 AT MP 7.35.

-- CLEARING AND GRUBBING DEBRIS SHALL 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. FOREST SERVICE ANTICIPATES HAULING TO CONSTRUCT THE PROJECT. SEE PLAN AND PROFILE SHEETS FOR EXCAVATION

BREAKDOWN.

NEW ROAD CONSTRUCTION

ROAD OBLITERATION

ITEM NO. 15713 SOIL EROSION CONTROL: FIBER ROLLS AND EROSION CONTROL BLANKETS SHALL BE PLACED AS SHOWN ON STREAM RESTORATION

DETAILS. PRODUCTS SHALL HAVE BIODEGRADABLE NETTING AND CONFORM TO THE FOLLOWING:

-- FIBER ROLLS SHALL BE 8 INCH DIAMETER MINIMUM

-- EROSION CONTROL BLANKET SHALL BE TYPE 2.D IN ACCORDANCE WITH SUBSECTION 713.17.

ITEM NO. 15202 CONSTRUCTION SURVEY AND STAKING: SITES FOR EACH WORK ITEM ARE DESIGNATED IN THE ROAD LOGS BY MILEPOST AND HAVE

BEEN STAKED BY THE GOVERNMENT IN THE FALL OF 2018.

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

ITEM NO. 62504 SEEDING, DRY METHOD (WITH MULCH): DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER FSSS 625.

TIMING RESTRICTIONS APPLY TO WORK IN STREAMS. SEE FSSS 107 FOR STREAM WORK TIMING RESTRICTIONS.

ROAD RECONSTRUCTION

ITEM NO. 15202 CONSTRUCTION SURVEY AND STAKING: SITES FOR EACH WORK ITEM ARE DESIGNATED IN THE ROAD LOGS BY MILEPOST AND HAVE

BEEN STAKED BY THE GOVERNMENT IN THE FALL OF 2018.

PROJECT MAP

Whole Tree Decking Area: MP 7.35

6" Minus Foundation Fill: MP 8.66

Structural Plate Arch

Road Obliteration

Road Reconstruction

End Project

MP 11.97

New Road Construction

8.1 Miles to

Heron

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 GENERAL NOTES &

PROJECT MAP

03/05/2019 CLEWIS KMEREDITH 3

B

C

E

CP-3-0

CP-1-0

CP-2-0

N

Quantities shown are not adjusted for shrink/swell

C

P

C

P

S

E

L

R

Δ

Cut/Fill limits of road

See Warped fill detail

Edge of

Roadway

10000

10005

10010

10015

Anticipated excavation limits - 712 cy

100.000' VC

579+35.94

10009.00

70.000' VC

578+50.84

9999.45

.5

Embankment Embankment

Structural

Backfill - 893 cy

Exc - 480 cy

POB 577+97.45

N 5072.88

E 2979.71

CENTERLINE COORDINATE TABLE

Point Name

Northing Easting

Station

POB 5072.8800 2979.7100 577+97.45

BC 5033.2700 3004.3300 578+44.09

IP 4649.0900 3243.1200 579+54.70

EC 4929.5800 2888.2500 580+64.95

CONTROL POINT TABLE

Point Name

Northing Easting

Elevation Marker

CP1 5000 3000 10000 REBAR

CP2 4965.2490 2977.0799 9998.6689 REBAR

CP3 4997.7430 3036.4376 10001.8534 REBAR

CP4 4804.6053 3116.0233 10020.3510 REBAR

CP5 5148.9329 2923.5377 9989.0516 REBAR

14'0"

WARPED FILL DETAIL

(not to scale)

EXCAVATION

1. Anticipated excavation limits shown are minimum excavation requirements based on engineers determination of OSHA Soil type B and OSHA excavation requirements. If contractor encounters a different soil type than stated above, notify the CO immediately.

2. Anticipated excavation limits shown are for information only and quantity is based on the limits shown. Contractor is responsible for determining actual quantities based on their own excavation plan.

3. Contractor shall submit an excavation plan to the CO for approval. Plan shall include drawings and a written outline illustrating and describing proposed excavation limits, methods, equipment, location of stockpiles, and estimated quantities; and the plan shall comply with OSHA excavation soil typing and requirements.

BACKFILL

1. Backfill material shall meet the requirements of 704.03 backfill material. Forest Service anticipates structural excavation material and designated gov't source of excess excavation to be suitable as backfill material with the following conditions:

- some mixing and sorting may be required

- contractor must have approval from CO prior to use.

Backfill shall be compacted in accordance with FP-14, Subsection 208.10 which requires nuclear densometer testing.

EMBANKMENT

1. FS anticipates hauling material from 607+74 - 611+27 to construct the roadway embankment. Approximately 1250 CY excavation required to construct the embankment shown.

F

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 ARCH PIPE PLAN & PROFILE

03/05/2019 CLEWIS KMEREDITH 4

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 30'

AutoCAD SHX Text 1:12

AutoCAD SHX Text Warp fill to balance loads across end of skewed culvert

AutoCAD SHX Text 1:12

AutoCAD SHX Text 1:1.5

AutoCAD SHX Text 1:1.5

CP-1-0

CP-2-0

CP-3-0

N

FOOTING LAYOUT POINTS

Point Name

Northing Easting

Elevation

1 4974.6928 2973.1572 9991.3330

2 4984.4382 2990.8128 9991.3330

3 4916.0353 3005.5347 9997.3330

4 4925.7807 3023.1902 9997.3330

FLOW

F

L

O

W

0 5

10000

10005

10010

10015

-6 .0

.0

10009.67

-8 .0

Foundation Fill

Transition and match new channel to existing channel elev and width

Transition and match new channel to existing channel elev and width

Elevation bottom of channel - 10000.00

Elevation bottom of channel - 9994.00

CULVERT TYPICAL SECTION

(not to scale)

Enclose 6" minus foundation fill with Type I-A geotextile liner

1'6"

Class 5 Riprap

10 cy typical

Class 5 Filled Riprap

50 cy typical

Footing Layout

Point

C

L footing

4'0"

2'

7%

1.5

10'0"

Concrete

Footing

Match bottom riprap elevation to bottom footing

CULVERT END AND RIPRAP

DETAIL

(not to scale)

1.33

Slope for inlet headwall

Slope for outlet headwall

1.5

1.33

20'0"

3'0 min

20'0"

Class 5 Riprap, typ.

(20 CY ea. end of culvert)

17'0"

Streambed

Simulation Material

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 20' x 6'4" ARCH PIPE LAYOUT

03/05/2019 CLEWIS KMEREDITH 5

AutoCAD SHX Text 0'

AutoCAD SHX Text 15'

AutoCAD SHX Text C

AutoCAD SHX Text L

60'- 0"

SIDE OF ARCH

NOTES:

10'- 0" +/-

CHANNEL ROCK INTERMIXED WITH

CLASS CR-4 DEFORMABLE RUN

INTERMIX WITH NATIVE

CLASS 5 FILLED RIPRAP ROCK BANKS

STREAMBED

SIMULATION MATERIAL

STREAMBED MATERIAL

NATIVE STREAMBED MATERIAL

STREAM SIMULATION DETAIL - PLAN VIEW

(NOT TO SCALE)

B

B

1. MIX 50 C.Y. OF CLASS CR-4 WITH 50 C.Y. OF CLASS CR-2 STREAM ROCK TO CREATE STREAMBED

DEFORMABLE RUN DETAIL SECTION B-B' VIEW

not to scale

CHANNEL ROCK

CLASS CR-4

(28"-36" dia.)

3'

- 4

' 0

SILL ROCK

CLASS CR-4

(NOT TO SCALE)

STREAMBED SIMULATION MATERIAL

CHANNEL ROCK DETAIL SECTION A-A' VIEW

4'0"

1'0"

1'6" 1'6"1'0"

# 4 vert. w standard hook @ 12" O.C.

#4 x 4'9" @ 12" O.C.

x c o n t e q u a l s p a c i n g t y p e a c h f a c e

8" 8"

FOOTING DETAIL

NOTES:

1. 2" clear cover unless otherwise noted.

2. Minimum lap space is 2'0' for all bars not to scale

(4) #4 cont. evenly spaced, top and bottom mat

#4 x4'9"@12" O.C.

6'

5"

20'2"

19'2"

STEM WALL INSTALLATION

not to scale

C

L footing

C

L footing

4"

4" 5" 3"

2"

Fill channel with non-shrink grout

GROUT CHANNEL DETAIL

not to scale

L 2 x 2 x x cont

#5 Rebar x 1'-2" @ 12" O.C.

SIMULATION MATERIAL.

# 4 U bar

@ 24" O.C.

9"

6"

2. MATERIAL EXCAVATED FOR THE FOOTINGS AND NEAR THE STREAM SHALL BE CONSIDERED NATIVE

STREAMBED MATERIAL.

2'

F L O

W

A

A

FINISHED GRADE

FOOTER ROCK

CLASS CR-4

NATIVE STREAMBED MATERIAL

3. MINIMIZE GAPS BETWEEN FOOTER & SILL ROCKS. BACKFILL SIDES OF FOOTER ROCKS WITH NATIVE

STREAMBED MATERIAL.

FILLED RIPRAP

ROCK BANKS

CLASS 5

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 FOUNDATION AND

CHANNEL ROCK DETAIL

03/05/2019 CLEWIS KMEREDITH 6

10"

Typical precast foundation segments

Splice location at height of stem wall

Locations for

Mechanical splices alternative

(on each side of stem wall and footing)

Locations for post-installed anchors/plate alternative

(On each side of stem wall)

TYPICAL PRECAST FOUNDATION

SEGMENTS

m i n i m u m

(not to scale)

WT8x20x0'10"

(typ)

Face of footing

(2)

" dia x 6" headed concrete anchor @ 6" vert O.C.

(typ. each embed)

Face of footing

(2)

" dia x 6" headed concrete anchor @ 6" vert O.C.

(typ. each embed)

L3.3.5/16x0'10"

(typ)

PLAN

PLAN

1'0"

1"

1"

2"

2"

6"

Undisturbed soil

6"minus foundation fill

Footing segment

(2)

" dia A325 bolts w/

" dia holes in flange

10"

Undisturbed soil

6" minus foundation fill

Footing segment

1'0"

1"

1"

10"

1"

1"

8" typ

BAR 3" x

" x 0'8"

MECHANICAL SPLICE

BOLTED ALTERNATIVE

MECHANICAL SPLICE

WELDED ALTERNATIVE

(not to scale)

(not to scale)

8"

15"

" typ

Plate

" x 8" x 1'3" w/(4)

" dia. holes

Footing

Segment

(4)

" dia. x 6" HILTI HAS-E RODS

(or approved equal) w/nut & washer.

Embedment = 3

", drill & epoxy w/HILTI

HIT HY 150 (or approved equal)

" typ.

POST INSTALLED ANCHORS

ALTERNATIVE

(not to scale)

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 PRECAST FOOTING DETAIL

03/05/2019 CLEWIS KMEREDITH 7

P

P

P

P

Structure

Excavation

Area

Flow

Bypass pump

Bypass dam

Pump to intercept seepage from bypass dam

Stream bypass pipe or open channel

To downstream energy dissipator

Remove sediment from pumped water using filtration

(e.g. "siltbags"), dispersion onto landscape (e.g. using peforated pipe), settling basin and/or addition of flocculants.

Upstream sump pump

Place in cutoff trench or sump at depth needed to dewater foundations

Downstream sump pump

Place in cutoff trench or sump at depth needed to dewater foundations

Energy dissipater as needed

Backwater dam to prevent water from entering work area from downstream

NOTES:

1. Dewater the excavation in accordance with FP-14 sections 208, 209, and 157 and the requirements on this sheet.

2. Dewatering is the responsibility of the contractor and contractor shall submit a dewatering plan to the CO for approval. This sheet illustrates generic dewatering requirements, possible methods, and equipment. Contractor shall develop their own project specific dewatering plans and shall include drawings and a written outline illustrating and describing proposed layout, methods, and equipment. Approval of the dewatering plan by the CO does not relieve the contractor from completing the work as specified. If contractors's identified dewatering methods are not producing desired results, contractor shall re-evaluate and submit another plan to the CO for approval and is incidental to the work.

3. Contractor is responsible for sizing all pumps, dams, bypass pipes, open channels, etc.

4. Soil erosion and sediment control measures specific to the dewatering plan shall be included and shall be in conformance with project permits.

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 DEWATERING DETAIL

03/05/2019 CLEWIS KMEREDITH 8

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 NEW CONSTRUCTION NOTES &

TYPICAL SECTIONS

03/05/2019 CLEWIS KMEREDITH 9

NEW CONSTRUCTION TYPICAL SECTION 1

5'

7'

5'

1V:1

H

1V:1H

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

7'

SUBGRADE

NEW CONSTRUCTION TYPICAL SECTION 2

5'

9'

5'

1V:1

H

1V:1H

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

9'

SUBGRADE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text -3%%%

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text L

-3%%%

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 NEW CONSTRUCTION

TYPICAL SECTIONS

03/05/2019 CLEWIS KMEREDITH 10

NEW CONSTRUCTION TYPICAL SECTION 4

5'

7'

5'

1V:1

H

1V:1H

7'

NEW CONSTRUCTION TYPICAL SECTION 7

5'

7'

5'

1V:1

H

1V:1H

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

7'

SUBGRADE

SUBGRADE

NEW CONSTRUCTION TYPICAL SECTION 6

5'

7'

5'

1V:1

H

1V:1H

9'

SUBGRADE

FILL SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

CUT SLOPE

CLEARING

OUTER LIMITS

CUT SLOPE

CLEARING

OUTER LIMITS

5'

1V:1

H

27'

SUBGRADE

FILL SLOPE

CLEARING

OUTER LIMITS

9' 9'

1V:1

H

5'

FILL SLOPE

CLEARING

OUTER LIMITS

NEW CONSTRUCTION TYPICAL SECTION 3

NEW CONSTRUCTION TYPICAL SECTION 5

5'

7'

5'

1V:1

H

1V:1H

9'

SUBGRADE

FILL SLOPE

CLEARING

OUTER LIMITS

CUT SLOPE

CLEARING

OUTER LIMITS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text -3%%%

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text -5%%%

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text -3%%%

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text -3%%%

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text -8%%%

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text -3%%%

AutoCAD SHX Text C

L

50' OR

AS STAKED

25' OR AS

STAKED

25' OR AS

STAKED

50' OR

AS STAKED

25' OR AS

STAKED

25' OR AS

STAKED

CL ROADWAY

CL ROADWAY

TURNOUT RIGHT OR LEFT

NOT TO SCALE

SPLIT TURNOUT

NOT TO SCALE

B

S

T

A

T

I

O

N

E

S

T

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.

CURVE WIDENING DETAIL

NOT TO SCALE

Δ

CL ROADWAY

6'

1 2

D

I A

CULVERT

OUTLET

RIPRAP

CULVERT OUTLET

RIP RAP

GROUND

LINE

APRON SURFACE SHALL BE LEFT WITH

PROTRUDING RIPRAP FOR VELOCITY BREAK

ENERGY DISSIPATER

NOTES

DWG SHEET NO.

OF

SHEET

9/2 8/1

8 0 7:

M

AR

KL

F

CA

D

ST

AN

DA

RD

S\

AG

EN

CY

S

TA

ND

AR

DS

\F

OR

ES

T

SE

RV

IC

E\

NF

S-

CT

B.

DW

G;

CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 TURNOUT, CURVE WIDENING &

ENERGY DISSIPATER DETAILS

03/05/2019 CLEWIS KMEREDITH 11

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

STREAM CULVERT INSTALLATION

NOT TO SCALE

PLACE SLOPE RIPRAP AT INLETS AND OUTLETS AT LOCATIONS

AND QUANTITIES SPECIFIED ON ROAD LOGS. (SEE DETAIL)

TOP OF SUBGRADE

M

I N

C O

V E

R

CULVERT

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

DITCH GRADE. SKEW CULVERT AS NOTED ON ROAD LOGS.

NOTE: LAY CULVERT ON OR BELOW NATURAL FLOWLINE AS SHOWN IN PLANS.

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

DWG SHEET NO.

OF

SHEET

9/2 8/1

8 0 7:

M

AR

KL

F

CA

D

ST

AN

DA

RD

S\

AG

EN

CY

S

TA

ND

AR

DS

\F

OR

ES

T

SE

RV

IC

E\

NF

S-

CT

B.

DW

G;

CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

CABINET RANGER DISTRICT

KOOTENAI NATIONAL FOREST

ELK CREEK ROAD IMPROVEMENTS

NORTHERN REGION

REGION 1 CULVERT INSTALLATION

DETAILS

03/05/2019 CLEWIS KMEREDITH 12

c l c l

R

E

B

A

R

R E

B A

R

161.5

BC 578+44.09

EC 580+64.95

EC 582+25.32

C2R=80.0

Delta=-114.8 BC 583+42.44

EC 583+78.21

C3 R=200.0

Delta=-10.2

BC 584+74.26

EC 585+11.77

C4

R=120.0

Delta=-17.9

BC 586+91.52

EC 587+17.10

C5 R=12

0.0 Delta

=-1 2.2

578+00

579+00

580+00

581+00

2+

583+00

585+00

586+00

587+00

Rd. Wd. = 19.57

BEG/END CW

BEG/END CWRd. Wd. = 21.93

R d

W d

B

E

G

E

N

W

R d

W d

B

E

G

E

R d

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

0 100

CONTOUR INTERVAL = 1 FT

8.3

13.2

3.5

2.5 -3.3

4.8

7.5

10000

10010

10020

10030

10040

10050

10060

580+62.80

18"X34' CSP, 90 DEG SKEW

CONST. CATCH BASIN

c l

579+37.80

20'X6'4" STRUCTURAL PLATE PIPE ARCH

SEE DETAILS SHEET NO. 04 - 08

Mass Haul (Cu. Yd.)

EXC.

Cu.Yds.

SHEET NO. ____ OF ____

13 41

EXISTING ROAD

(NFSR # 2273)

TOR

580+62.80

18"X34' CSP, 90 DEG SKEW

CONST. CATCH BASIN

579+37.80

20'X6'4" STRUCTURAL PLATE PIPE ARCH

SEE DETAILS SHEET NO. 04 - 08

584+00

BC 580+64.98BEG/END CWRd. Wd. = 21.93

Delta=160.2

R=79.0 C1

TOR

EXISTING GROUND

SUBGRADE

581+92

SAG CURVE

581+92

SAG CURVE

PLAN VIEW

SCALE: FEET

EXPOSED ROCK

P-LINE

DESIGN CUT

SLOPE

DESIGN FILL

SLOPE

VALUE SHOWN REPRESENTS THE AMOUNT OF

EXCAVATION ANTICIPATED BETWEEN BALANCE POINTS.

THE ARROW DIRECTION REPRESENTS ANTICIPATED

DIRECTION OF MATERIAL CARRY.

BC 58

3+4

2.4

EC

3+

.21 C3R=200.0

Delta=-10.2

BC

4+

.26

EC

5+

.77

C4R=120.0Delta=-17.9

BC

6+

.52

EC

7+

.10

C5 R=120.0Delta=-12.2

BC

8+

.36

EC 588+96.08

C6 R=200.0

Delta=-23.7

BC 591+40.28

EC 591+95.12

Delta=15.7R=200.0 C7

+00

4+

5+

6+

7+

8+

589+00

590+00

591+00

592+00

593+00 B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R d

W d

B

E

G

E

R d

W d

B E

G E

R d

W d

B E

G E

R d

W d

R

B

E

G

E

R

B

E

G

E

R d

W d

B E

G E

7.5

11.0

10.2

10040

10050

10060

10070

10080

10090

10100

Mass Haul (Cu. Yd.)

53 249

SHEET NO. ____ OF ____

10030

TOR

592+82.03

18"X28' CSP, 70 DEG SKEW

CONST. CATCH BASIN

EXISTING GROUND

SUBGRADE

EXC.

Cu.Yds.

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

EXPOSED ROCK

P-LINE

DESIGN CUT

SLOPE

DESIGN FILL

SLOPE

14 41

10215

BC 591+40.28

EC 591+95.12

Delta=15.7R=200.0 C7

BC 593+71.72

EC 594+98.31

C8 R=600.0

Delta=-12.1

589+00

590+00

591+00

592+00

593+00

594+00

595+00

596+00

+00

+00

9+

0+

R d

W d

B

E

G

E

R d

W d

B E

G E

R d

W d

B E

G E

R d

W d

B

E

G

E

10.2

13.7

5.4 -3.8

10090

10100

10110

10120

10130

10140

10150

14.2

10150

10160

10170

10180

10190

10200

10210

592+82.03

18"X28' CSP, 70 DEG SKEW

CONST. CATCH BASIN

598+75.8

18"X32' CSP, 70 DEG SKEW

CONST. CATCH BASIN

595+91.94

57"X37"X50' CSP ARCH

SKEW TO STREAM CHANNEL

14 CY CLASS 3 RIPRAP

INSTALL ENERGY DISSIPATOR - 10 CY

ARMOR INLET & OUTLET - 2 CY EACH

Mass Haul (Cu. Yd.)

SHEET NO. ____ OF ____

EXC.

Cu.Yds.

10080

SPLIT

TURNOUT

592+82.03

18"X28' CSP, 70 DEG SKEW

CONST. CATCH BASIN

595+91.94

57"X37"X50' CSP ARCH

SKEW TO STREAM CHANNEL

14 CY CLASS 3 RIPRAP

INSTALL ENERGY DISSIPATOR - 10 CY

ARMOR INLET & OUTLET - 2 CY EACH

596+87.80

18"X42' CSP, 70 DEG SKEW

CONST. CATCH BASIN

598+75.8

18"X32' CSP, 70 DEG SKEW

CONST. CATCH BASIN

BC 595+68.04

EC 596+08.44

C9

R=100.0

Delta=-23.1

BC 596+14.34

EC 597+04.18

Delta=85.8 R=60.0

C10

BC 597+64.26

EC 59

8+00.

C11R=800.0

Delta=-2.6

BC 59

8+43.

EC

9+

.10

C12R=200.0 Delta=-18.9

R d

W d

B

E

G

E

R

B

E

G

E

R

B

E

G

E

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

SPLIT

TURNOUT

EXISTING GROUND

SUBGRADE

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

EXPOSED ROCK

P-LINE

DESIGN CUT

SLOPE

DESIGN FILL

SLOPE

15 41

596+87.80

18"X42' CSP, 70 DEG SKEW

CONST. CATCH BASIN

5 1

BC 595+68.04

EC 596+08.44C9

R=1

00.

Delta =-2

3.1

BC 596+14.34

EC

7+

.18

Delta=85.8R=60.0 C10

BC

7+

.26

EC

8+

.45

C11R=800.0Delta=-2.6

BC

8+

.08

EC

9+

.10

C12 R=200.0Delta=-18.9

BC

0+

.51

EC 600+63.53

C13 R=400.0

Delta=-5.2

BC 601+88.77

EC 603+59.26

C14

R=400.0

Delta=-24.4

BC 603+83.68

EC 605+26.18

Delta=10.2R=800.0C15

595+00

596+00

7+

8+

9+

0+

00 601+00

602+00

603+00

604+00

605+00

606+00

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B

E

G

E

R

B E

G E

R d

W d

B E

G E

R d

W d

R d

W d

B E

G E

R d

W d

B E

G E

R

B

E

G

E

R

B

E

G

E

R d

W d

B

E

G

E

5.4 -3.8

14.2

11.1

10.8

10170

10180

10190

10200

10210

10220

10230

11.8

10220

10230

10240

10250

10260

10270

10280

10290

603+05.79

18"X42' CSP, 70 DEG SKEW

CONST. CATCH BASIN

598+75.8

18"X32' CSP, 70 DEG SKEW

CONST. CATCH BASIN

Mass Haul (Cu. Yd.)

SHEET NO. ____ OF ____

EXC.

Cu.Yds.

10160

598+75.8

18"X32' CSP, 70 DEG SKEW

CONST. CATCH BASIN

603+05.79

18"X42' CSP, 70 DEG SKEW

CONST. CATCH BASIN

EXISTING GROUND

SUBGRADE

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

EXPOSED ROCK

P-LINE

DESIGN CUT

SLOPE

DESIGN FILL

SLOPE

16 41

10245

10285

BC

1+

.77

EC

3+

.26

C14 R=400.0Delta=-24.4

BC

3+

.68

EC

5+

.18

Delta=10.2 R=800.0

C15

BC

6+

.64

EC

7+

.31

C16 R=500.0

Delta=-12.0

BC

7+

.93

EC

8+

.45

Delta=4.9 R=600.0

C17

BC

8+

.51

EC 609+16.58

C18 R=150.0

Delta=-21.4

BC 609+16.79 EC

9+

.25

Delta=23.2 R=100.0

C19

BC

9+

.69

EC 610+25.62

C20 R=100.0

Delta=-33.8

BC 610+93.57

EC 611+35.09

Delta=29.7R=80.0 C21

3+

4+

5+

6+

7+

8+

609+00

610+00

611+00

B E

G E

R d

W d

B

E

G

E

R d

W d

B

E

G

E

R d

W d

B E

G E

R d

W d

B E

G E

R d

W d

B E

G E

R d

W d

B E

G E

R d

W d

R d

W d

B

E

G

E

R d

W d

B

E

G

E

B E

G

E

R d

W d

B E

G

E

R d

W d

R

B

E

G

E

Rd. Wd. = 14.00

BEG/END CW

R d

W d

B E

G E

10.8

11.8

12.8

1.4 -6.3 -3.1 1.1 12.1

10230

10240

10250

10260

10270

10280

10290

603+05.79

18"X42' CSP, 70 DEG SKEW

CONST. CATCH BASIN

Mass Haul (Cu. Yd.)

SHEET NO. ____ OF ____

EXC.

Cu.Yds.

EXISTING ROAD

(NFSR # 2273)

SPLIT

TURNOUT

603+05.79

18"X42' CSP, 70 DEG SKEW

CONST. CATCH BASIN

SPLIT

TURNOUT

EXISTING GROUND

SUBGRADE

HAUL EXCESS EXCAVATION TO STRUCTURAL ARCH PIPE ON NFSR # 2273 AT MP STA 579+37.8

(1250 C.Y. EXCESS EXCAVATION)

0 100

CONTOUR INTERVAL = 1 FT

PLAN VIEW

SCALE: FEET

20102 CLEARING & GRUBBING ----------------------- 3.39 ACRES

20401 ROADWAY EXCAVATION. ------------------------- 5,784 C.Y.

25101B PLACED RIPRAP, CLASS 3 ----------------------------14 C.Y.

62502 TURF ESTABLISHMENT------------------------- 1.66 ACRES

ESTIMATED QUANTITIES

EXPOSED ROCK

P-LINEDESIGN CUT

SLOPE

DESIGN FILL

SLOPE

OUTSLOPE

SAG

17 41

578+02.80

9995.03

0.00

-7.35

-7.53

9995.03

0.00

-3

7.35

7.97

10000

578+32.36

9997.57

0.00

-9.09

-9.95

9997.57

0.00

-3

9.09

10.19

10000

578+44.09

9998.72

0.00

-9.79

-11.02

9998.72

0.00

-3

9.79

10.83

10000

578+64.96

10001.01

0.00

-10.18-

-12.02

10001.01

0.00

-3

10.18

12.38

10000

10010

578+92.45

10004.46

0.00

-10.71

-13.21

10004.46

0.00

-3

10.71

15.97

10000

10010

579+04.06

10005.85

0.00

-10.93

-13.77

10005.85

0.00

-3

10.93

25.25

10000

10010

10020

579+07.80

10006.27

0.00

-11.00

10006.27

0.00

-3

11.00

-13.93

25.28

10000

10010

10020

579+12.80

10006.81

0.00

-11.00

-14.29

10006.81

0.00

-3

11.00

25.00

10000

10010

10020

579+13.55

10006.89

0.00

-11.00

-14.36

10006.89

0.00

-3

11.00

24.93

10000

10010

10020

579+22.66

10007.80

0.00

-11.00

-15.58

10007.80

0.00

-3

11.00

-8

29.00

39.88

10000

10010

10020

10030

579+24.80

10008.01

0.00

-11.00

10008.01

0.00

-3

11.00

-16.32

-8

29.00

39.91

10000

10010

10020

10030

579+32.09

10008.67

0.00

-11.00

10008.67

0.00

-3

11.00

-20.89

-8

29.00

39.11

10000

10010

10020

10030

SHEET NO. ___ OF ___

18 41

Field Ref: 0+05.52

Stk L Y: 0.09

Hinge L Y: 0.22

Stk L X: -7.53

P-Stk L: 7.44

P-Clr L: 18.95

Trav.Cmnt:

Stk R Y: -0.68

Hinge R Y: -0.22

Stk R X: 7.97

P-Stk R: 8.08

P-Clr R: 15.21

Field Ref: 0+35.07

Stk L Y: -0.37

Hinge L Y: 0.27

Stk L X: -9.95

P-Stk L: 10.18

P-Clr L: 15.55

Trav.Cmnt: cl

Stk R Y: -1.10

Hinge R Y: -0.27

Stk R X: 10.19

P-Stk R: 9.98

P-Clr R: 15.02

Field Ref: 0+46.77

Stk L Y: -0.63

Hinge L Y: 0.29

Stk L X: -11.02

P-Stk L: 12.06

P-Clr L: 17.08

Trav.Cmnt:

Stk R Y: -1.07

Hinge R Y: -0.29

Stk R X: 10.83

P-Stk R: 9.79

P-Clr R: 14.82

Field Ref: 0+67.73

Stk L Y: -1.08

Hinge L Y: 0.31

Stk L X: -12.02

P-Stk L: 11.69

P-Clr L: 16.69

Trav.Cmnt: cl

Stk R Y: -1.95

Hinge R Y: -0.31

Stk R X: 12.38

P-Stk R: 12.74

P-Clr R: 17.74

Field Ref: 0+87.18

Stk L Y: -1.55

Hinge L Y: 0.32

Stk L X: -13.21

P-Stk L: 33.95

P-Clr L: 38.94

Trav.Cmnt: REBAR

Stk R Y: -4.27

Hinge R Y: -0.32

Stk R X: 15.97

P-Stk R: -4.65

P-Clr R: 1.85

Field Ref: 0+15.54

Stk L Y: -1.80

Hinge L Y: 0.33

Stk L X: -13.77

P-Stk L: 39.91

P-Clr L: 44.91

Trav.Cmnt:

Stk R Y: -11.07

Hinge R Y: -0.33

Stk R X: 25.25

P-Stk R: -4.26

P-Clr R: 5.99

Field Ref: 0+19.25

Stk L Y: -1.87

Hinge L Y: 0.33

Stk L X: -13.93

P-Stk L: 41.66

P-Clr L: 46.64

Trav.Cmnt:

Stk R Y: -11.04

Hinge R Y: -0.33

Stk R X: 25.28

P-Stk R: -2.79

P-Clr R: 3.74

Field Ref: 0+24.02

Stk L Y: -2.14

Hinge L Y: 0.33

Stk L X: -14.29

P-Stk L: 43.95

P-Clr L: 48.95

Trav.Cmnt:

Stk R Y: -10.83

Hinge R Y: -0.33

Stk R X: 25.00

P-Stk R: -3.71

P-Clr R: 1.52

Field Ref: 0+24.83

Stk L Y: -2.19

Hinge L Y: 0.33

Stk L X: -14.36

P-Stk L: 44.30

P-Clr L: 49.31

Trav.Cmnt:

Stk R Y: -10.78

Hinge R Y: -0.33

Stk R X: 24.93

P-Stk R: -4.10

P-Clr R: 1.54

Field Ref: 0+34.01

Stk L Y: -3.11

Hinge L Y: 0.33

Stk L X: -15.58

P-Stk L: 46.99

P-Clr L: 52.14

Trav.Cmnt:

Stk R Y: -9.93

Hinge R Y: -0.33

Stk R X: 39.88

P-Stk R: 9.47

P-Clr R: 14.42

Field Ref: 0+36.29

Stk L Y: -3.66

Hinge L Y: 0.33

Stk L X: -16.32

P-Stk L: 47.81

P-Clr L: 53.04

Trav.Cmnt:

Stk R Y: -9.95

Hinge R Y: -0.33

Stk R X: 39.91

P-Stk R: 9.19

P-Clr R: 14.19

Field Ref: 0+45.11

Stk L Y: -7.09

Hinge L Y: 0.33

Stk L X: -20.89

P-Stk L: 52.26

P-Clr L: 57.62

Trav.Cmnt: REBAR

Stk R Y: -9.35

Hinge R Y: -0.33

Stk R X: 39.11

P-Stk R: 7.85

P-Clr R: 12.85

579+37.80

10009.15

0.00

-11.00

10009.15

0.00

-3

11.00

-21.98

-8

29.00

39.15

10000

10010

10020

10030

579+42.80

10009.55

0.00

-11.00

-22.71

10009.55

0.00

-3

11.00

-8

29.00

39.55

10000

10010

10020

10030

579+66.20

10011.09

0.00

-11.00

-19.65

10011.09

0.00

-3

11.00

24.21

10000

10010

10020

579+87.80

10012.04

0.00

-11.00

10012.04

0.00

-3

11.00

12.41

-13.39

10010

10020

579+89.36

10012.10

0.00

-11.00

10012.10

0.00

-3

11.00

-13.42

11.66

10010

10020

580+31.74

10013.59

0.00

-11.00

10013.59

0.00

-2

11.00

-12.75

13.07

10010

10020

580+61.40

10014.54

0.00

-11.00

10014.54

0.00

11.00

-11.51

16.23

10010

10020

580+61.60

10014.54

0.00

-11.00

10014.54

0.00

11.00

-17.00

-19.00

-25.45

16.25

10000

10010

10020

10030

580+62.80

10014.58

0.00

-11.00

10014.58

0.00

11.00

-17.00

-19.00

-25.23

16.38

10000

10010

10020

10030

580+64.52

10014.63

0.00

-11.00

-17.00

-19.00

-24.91

10014.63

0.00

11.00

16.58

10000

10010

10020

10030

580+64.95

10014.65

0.00

-10.97

-16.90

-18.86

-24.60

10014.65

0.00

10.97

16.59

10000

10010

10020

10030

580+64.98

10014.65

0.00

-10.96

-16.89

-18.85

-24.59

10014.65

0.00

10.96

16.59

10000

10010

10020

10030

SHEET NO. ___ OF ___

19 41

Field Ref: 0+52.32

Stk L Y: -7.91

Hinge L Y: 0.33

Stk L X: -21.98

P-Stk L: 52.56

P-Clr L: 57.71

Trav.Cmnt:

Stk R Y: -9.38

Hinge R Y: -0.33

Stk R X: 39.15

P-Stk R: 8.61

P-Clr R: 13.62

Field Ref: 0+57.23

Stk L Y: -8.45

Hinge L Y: 0.33

Stk L X: -22.71

P-Stk L: 52.31

P-Clr L: 57.36

Trav.Cmnt:

Stk R Y: -9.68

Hinge R Y: -0.33

Stk R X: 39.55

P-Stk R: 9.97

P-Clr R: 14.97

Field Ref: 0+70.76

Stk L Y: -6.16

Hinge L Y: 0.33

Stk L X: -19.65

P-Stk L: 42.44

P-Clr L: 47.44

Trav.Cmnt: 67.5

Stk R Y: -10.24

Hinge R Y: -0.33

Stk R X: 24.21

P-Stk R: 1.63

P-Clr R: 6.61

Field Ref: 0+84.02

Stk L Y: 2.72

Hinge L Y: 0.33

Stk L X: -13.39

P-Stk L: 36.73

P-Clr L: 41.78

Trav.Cmnt:

Stk R Y: -0.33

Hinge R Y: -0.33

Stk R X: 12.41

P-Stk R: -10.82

P-Clr R: -5.63

Field Ref: 0+88.66

Stk L Y: 2.75

Hinge L Y: 0.33

Stk L X: -13.42

P-Stk L: 36.54

P-Clr L: 41.58

Trav.Cmnt: 88.5

Stk R Y: 0.33

Hinge R Y: -0.33

Stk R X: 11.66

P-Stk R: -11.35

P-Clr R: -6.34

Field Ref: 1+26.63

Stk L Y: 1.97

Hinge L Y: 0.22

Stk L X: -12.75

P-Stk L: 11.76

P-Clr L: 16.90

Trav.Cmnt: 126.5

Stk R Y: -1.77

Hinge R Y: -0.22

Stk R X: 13.07

P-Stk R: 14.44

P-Clr R: 19.45

Field Ref: 1+56.22

Stk L Y: 0.53

Hinge L Y: 0.02

Stk L X: -11.51

P-Stk L: 5.16

P-Clr L: 10.28

Trav.Cmnt:

Stk R Y: -3.94

Hinge R Y: -0.02

Stk R X: 16.23

P-Stk R: 22.94

P-Clr R: 27.93

Field Ref: 1+56.41

Stk L Y: 3.47

Hinge L Y: -2.98

Stk L X: -25.45

P-Stk L: 19.34

P-Clr L: 24.45

Trav.Cmnt:

Stk R Y: -3.96

Hinge R Y: -0.02

Stk R X: 16.25

P-Stk R: 23.04

P-Clr R: 28.03

Field Ref: 1+57.52

Stk L Y: 3.24

Hinge L Y: -2.99

Stk L X: -25.23

P-Stk L: 18.64

P-Clr L: 23.75

Trav.Cmnt:

Stk R Y: -4.05

Hinge R Y: -0.01

Stk R X: 16.38

P-Stk R: 23.63

P-Clr R: 28.61

Field Ref: 1+59.11

Stk L Y: 2.91

Hinge L Y: -3.00

Stk L X: -24.91

P-Stk L: 17.60

P-Clr L: 22.71

Trav.Cmnt:

Stk R Y: -4.19

Hinge R Y: 0.00

Stk R X: 16.58

P-Stk R: 24.50

P-Clr R: 29.48

Field Ref: 1+59.51

Stk L Y: 2.78

Hinge L Y: -2.97

Stk L X: -24.60

P-Stk L: 17.11

P-Clr L: 22.22

Trav.Cmnt:

Stk R Y: -4.22

Hinge R Y: 0.00

Stk R X: 16.59

P-Stk R: 24.69

P-Clr R: 29.67

Field Ref: 1+59.53

Stk L Y: 2.77

Hinge L Y: -2.96

Stk L X: -24.59

P-Stk L: 17.09

P-Clr L: 22.19

Trav.Cmnt:

Stk R Y: -4.22

Hinge R Y: 0.00

Stk R X: 16.59

P-Stk R: 24.70

P-Clr R: 29.68

580+65.89

10014.67

0.00

-10.89

-16.67

-18.56

-24.02

10014.67

0.00

10.89

16.65

10000

10010

10020

10030

580+89.50

10015.35

0.00

-1

-9.00

10015.35

0.00

9.00

12.74

-11.00-11.00

-14.73

10010

10020

580+92.02

10015.42

0.00

-2

-9.00

10015.42

0.00

9.00

11.06

-11.00-11.00

-14.65

10010

10020

581+44.14

10016.73

0.00

-3

-9.00

10016.73

0.00

9.00

-11.00-11.00

-12.78

10.56

10010

10020

581+95.74

10016.35

0.00

-3

-9.00

10016.35

0.00

9.00

-11.00-11.00

1-13.87

10.25

10010

10020

582+25.32

10017.58

0.00

-3

-9.00

10017.58

0.00

9.00

-11.00-11.00

1-13.86

9.68

10010

10020

582+34.50

10018.02

0.00

-3

-8.63

-10.63-10.63

-13.66

10018.02

0.00

8.63

8.98

10010

10020

582+43.89

10018.47

0.00

-2

-8.26

-10.26-10.26

-13.29

10018.47

0.00

8.26

9.32

10020

582+59.50

10019.22

0.00

-1

-7.63

10019.22

0.00

7.63

11.21

-9.55

10020

582+80.02

10020.20

0.00

-7.00

10020.20

0.00

7.00

7.45

-8.88

10020

583+13.29

10021.78

0.00

-7.00

10021.78

0.00

-2

7.00

7.35

-8.31

10020

583+42.44

10023.22

0.00

-7.00

10023.22

0.00

-3

7.00

8.10

-7.17

10020

SHEET NO. ___ OF ___

20 41

Field Ref: 1+61.59

Stk L Y: 2.56

Hinge L Y: -2.90

Stk L X: -24.02

P-Stk L: 16.04

P-Clr L: 21.15

Trav.Cmnt: 161.5

Stk R Y: -4.31

Hinge R Y: 0.01

Stk R X: 16.65

P-Stk R: 25.22

P-Clr R: 30.21

Field Ref: 1+86.29

Stk L Y: 2.60

Hinge L Y: -1.13

Stk L X: -14.73

P-Stk L: 7.53

P-Clr L: 12.55

Trav.Cmnt:

Stk R Y: 0.13

Hinge R Y: 0.13

Stk R X: 12.74

P-Stk R: 20.05

P-Clr R: 25.07

Field Ref: 1+86.29

Stk L Y: 2.50

Hinge L Y: -1.15

Stk L X: -14.65

P-Stk L: 7.52

P-Clr L: 12.53

Trav.Cmnt: 186.5

Stk R Y: 0.15

Hinge R Y: 0.15

Stk R X: 11.06

P-Stk R: 18.30

P-Clr R: 23.33

Field Ref: 2+29.29

Stk L Y: 0.51

Hinge L Y: -1.27

Stk L X: -12.78

P-Stk L: -3.03

P-Clr L: 1.98

Trav.Cmnt: 229.5

Stk R Y: -0.90

Hinge R Y: 0.27

Stk R X: 10.56

P-Stk R: 26.41

P-Clr R: 31.43

Field Ref: 2+73.24

Stk L Y: 1.61

Hinge L Y: -1.27

Stk L X: -13.88

P-Stk L: -9.48

P-Clr L: -4.46

Trav.Cmnt: 273.5

Stk R Y: -0.65

Hinge R Y: 0.27

Stk R X: 10.23

P-Stk R: 33.69

P-Clr R: 38.72

Field Ref: 3+00.69

Stk L Y: 1.66

Hinge L Y: -1.27

Stk L X: -13.93

P-Stk L: -2.01

P-Clr L: 3.06

Trav.Cmnt:

Stk R Y: -0.17

Hinge R Y: 0.27

Stk R X: 9.59

P-Stk R: 25.56

P-Clr R: 30.99

Field Ref: 3+08.99

Stk L Y: 1.86

Hinge L Y: -1.26

Stk L X: -13.75

P-Stk L: 1.80

P-Clr L: 6.79

Trav.Cmnt:

Stk R Y: 0.09

Hinge R Y: 0.26

Stk R X: 8.86

P-Stk R: 20.90

P-Clr R: 27.07

Field Ref: 3+17.21

Stk L Y: 1.98

Hinge L Y: -1.16

Stk L X: -13.39

P-Stk L: 5.43

P-Clr L: 10.44

Trav.Cmnt: 317.5

Stk R Y: 0.16

Hinge R Y: 0.16

Stk R X: 10.54

P-Stk R: 18.58

P-Clr R: 23.60

Field Ref: 3+31.48

Stk L Y: 1.99

Hinge L Y: -0.07

Stk L X: -9.69

P-Stk L: 7.41

P-Clr L: 12.73

Trav.Cmnt:

Stk R Y: 0.46

Hinge R Y: 0.07

Stk R X: 8.02

P-Stk R: 10.37

P-Clr R: 17.37

Field Ref: 3+51.19

Stk L Y: 2.09

Hinge L Y: 0.02

Stk L X: -9.07

P-Stk L: 14.28

P-Clr L: 20.23

Trav.Cmnt: 351.5

Stk R Y: 0.59

Hinge R Y: -0.02

Stk R X: 7.61

P-Stk R: 2.47

P-Clr R: 9.88

Field Ref: 3+87.16

Stk L Y: 1.72

Hinge L Y: 0.16

Stk L X: -8.56

P-Stk L: 18.78

P-Clr L: 25.25

Trav.Cmnt: 387.5

Stk R Y: 0.41

Hinge R Y: -0.16

Stk R X: 7.57

P-Stk R: -2.60

P-Clr R: 4.86

Field Ref: 4+17.05

Stk L Y: 0.69

Hinge L Y: 0.21

Stk L X: -7.48

P-Stk L: 7.50

P-Clr L: 15.05

Trav.Cmnt:

Stk R Y: -0.70

Hinge R Y: -0.21

Stk R X: 7.66

P-Stk R: 7.70

P-Clr R: 15.08

583+60.08

10024.19

0.00

-7.00

10024.19

0.00

-3

7.00

9.25

-7.54

10020

10030

583+78.21

10025.27

0.00

-7.00

10025.27

0.00

-3

7.00

9.34

-7.70

10020

10030

584+01.06

10026.77

0.00

-7.00

10026.77

0.00

-3

7.00

8.66

-7.87

10030

584+18.30

10027.99

0.00

-7.00

-7.17

10027.99

0.00

-3

7.00

7.98

10030

584+43.30

10029.85

0.00

-7.00

-7.62

10029.85

0.00

-3

16.99

17.48

10020

10030

10040

584+43.32

10029.85

0.00

-7.00

10029.85

0.00

-3

17.00

17.49

-7.62

10020

10030

10040

584+74.26

10032.16

0.00

-7.00

10032.16

0.00

-3

17.00

17.94

-7.25

10030

10040

584+93.00

10033.56

0.00

-7.00

10033.56

0.00

-3

17.00

17.57

-7.02

10030

10040

584+93.02

10033.56

0.00

-7.00

-7.02

10033.56

0.00

-3

17.00

17.57

10030

10040

585+11.77

10034.97

0.00

-7.00

-7.29

10034.97

0.00

-3

9.50

9.59

10030

10040

585+18.02

10035.43

0.00

-7.00

10035.43

0.00

-3

7.00

7.17

-7.32

10040

585+37.05

10036.86

0.00

-7.00

10036.86

0.00

-3

7.00

7.24

-7.43

SHEET NO. ___ OF ___

21 41

Field Ref: 4+34.59

Stk L Y: 0.07

Hinge L Y: 0.21

Stk L X: -7.18

P-Stk L: 1.92

P-Clr L: 9.77

Trav.Cmnt: 435.0

Stk R Y: -1.55

Hinge R Y: -0.21

Stk R X: 8.79

P-Stk R: 14.14

P-Clr R: 20.38

Field Ref: 4+53.39

Stk L Y: -0.03

Hinge L Y: 0.21

Stk L X: -7.32

P-Stk L: 3.06

P-Clr L: 10.77

Trav.Cmnt:

Stk R Y: -1.60

Hinge R Y: -0.21

Stk R X: 8.86

P-Stk R: 13.19

P-Clr R: 19.37

Field Ref: 4+76.01

Stk L Y: -0.16

Hinge L Y: 0.21

Stk L X: -7.50

P-Stk L: 5.50

P-Clr L: 13.02

Trav.Cmnt: 476.5

Stk R Y: -1.12

Hinge R Y: -0.21

Stk R X: 8.21

P-Stk R: 10.25

P-Clr R: 17.04

Field Ref: 4+93.14

Stk L Y: 0.38

Hinge L Y: 0.21

Stk L X: -7.17

P-Stk L: 5.01

P-Clr L: 12.86

Trav.Cmnt:

Stk R Y: -0.62

Hinge R Y: -0.21

Stk R X: 7.55

P-Stk R: 9.75

P-Clr R: 17.21

Field Ref: 5+18.22

Stk L Y: 1.12

Hinge L Y: 0.21

Stk L X: -7.91

P-Stk L: 5.51

P-Clr L: 12.62

Trav.Cmnt: 519.0

Stk R Y: -0.58

Hinge R Y: -0.51

Stk R X: 17.09

P-Stk R: 19.55

P-Clr R: 24.56

Field Ref: 5+18.30

Stk L Y: 1.12

Hinge L Y: 0.21

Stk L X: -7.91

P-Stk L: 5.51

P-Clr L: 12.62

Trav.Cmnt:

Stk R Y: -0.58

Hinge R Y: -0.51

Stk R X: 17.10

P-Stk R: 19.55

P-Clr R: 24.56

Field Ref: 5+49.20

Stk L Y: 0.71

Hinge L Y: 0.21

Stk L X: -7.50

P-Stk L: 6.59

P-Clr L: 14.11

Trav.Cmnt:

Stk R Y: -0.96

Hinge R Y: -0.51

Stk R X: 17.60

P-Stk R: 18.55

P-Clr R: 23.56

Field Ref: 5+68.09

Stk L Y: 0.45

Hinge L Y: 0.21

Stk L X: -7.24

P-Stk L: 8.73

P-Clr L: 16.50

Trav.Cmnt: 569.0

Stk R Y: -0.72

Hinge R Y: -0.51

Stk R X: 17.27

P-Stk R: 15.81

P-Clr R: 20.82

Field Ref: 5+68.42

Stk L Y: 0.45

Hinge L Y: 0.21

Stk L X: -7.24

P-Stk L: 8.69

P-Clr L: 16.46

Trav.Cmnt:

Stk R Y: -0.72

Hinge R Y: -0.51

Stk R X: 17.27

P-Stk R: 15.85

P-Clr R: 20.86

Field Ref: 5+86.96

Stk L Y: 0.17

Hinge L Y: 0.21

Stk L X: -7.05

P-Stk L: 5.79

P-Clr L: 13.74

Trav.Cmnt:

Stk R Y: -0.17

Hinge R Y: -0.28

Stk R X: 9.62

P-Stk R: 10.88

P-Clr R: 16.27

Field Ref: 5+93.19

Stk L Y: 0.14

Hinge L Y: 0.21

Stk L X: -7.09

P-Stk L: 5.41

P-Clr L: 13.32

Trav.Cmnt:

Stk R Y: -0.21

Hinge R Y: -0.21

Stk R X: 10.71

P-Stk R: 12.39

P-Clr R: 17.40

Field Ref: 6+12.44

Stk L Y: 0.04

Hinge L Y: 0.21

Stk L X: -7.23

P-Stk L: 4.26

P-Clr L: 12.04

Trav.Cmnt: 613.5

Stk R Y: -0.23

Hinge R Y: -0.21

Stk R X: 7.03

P-Stk R: 10.00

P-Clr R: 17.97

585+72.26

10039.49

0.00

-7.00

-7.32

10039.49

0.00

-3

7.00

7.82

585+97.26

10041.36

0.00

-7.00

10041.36

0.00

-3

7.00

9.009.00

-7.47

9.35

10040

585+97.70

10041.39

0.00

-7.00

10041.39

0.00

-3

7.00

9.009.00

-7.47

9.36

10040

586+53.10

10045.72

0.00

-7.00

10045.72

0.00

-3

7.00

9.009.00

-8.31

10.81

10040

10050

586+91.52

10049.29

0.00

-7.00

10049.29

0.00

-3

7.00

9.009.00

-8.38

10.64

10050

587+04.30

10050.59

0.00

-7.00

10050.59

0.00

-3

7.00

9.009.00

-8.12

10.73

10050

587+17.10

10051.95

0.00

-7.00

10051.95

0.00

-3

7.00

9.009.00

-7.80

10.75

10050

10060 587+68.38

10057.58

0.00

-7.00

10057.58

0.00

-3

7.00

9.009.00

-7.46

10.77

10060

588+13.36

10062.51

0.00

-7.00

10062.51

0.00

-3

7.00

9.009.00

-7.56

10.99

10060

10070

588+14.00

10062.58

0.00

-7.00

10062.58

0.00

-3

7.00

9.009.00

-7.56

11.00

10060

10070

588+64.31

10067.97

0.00

-7.00

10067.97

0.00

-3

7.00

9.009.00

-8.39

9.99

10070

588+96.08

10071.27

0.00

-7.00

10071.27

0.00

-3

7.00

9.009.00

-8.78

11.82

10070

10080

SHEET NO. ___ OF ___

22 41

Field Ref: 6+47.71

Stk L Y: 0.07

Hinge L Y: 0.21

Stk L X: -7.18

P-Stk L: 7.93

P-Clr L: 15.77

Trav.Cmnt:

Stk R Y: -0.71

Hinge R Y: -0.21

Stk R X: 7.66

P-Stk R: 6.95

P-Clr R: 14.29

Field Ref: 6+72.58

Stk L Y: -0.07

Hinge L Y: 0.21

Stk L X: -7.37

P-Stk L: 10.73

P-Clr L: 18.39

Trav.Cmnt:

Stk R Y: -0.77

Hinge R Y: -1.21

Stk R X: 9.44

P-Stk R: 6.13

P-Clr R: 11.70

Field Ref: 6+73.30

Stk L Y: -0.07

Hinge L Y: 0.21

Stk L X: -7.37

P-Stk L: 10.79

P-Clr L: 18.45

Trav.Cmnt: 674.5

Stk R Y: -0.76

Hinge R Y: -1.21

Stk R X: 9.45

P-Stk R: 6.08

P-Clr R: 11.64

Field Ref: 7+28.88

Stk L Y: 1.55

Hinge L Y: 0.21

Stk L X: -8.34

P-Stk L: 8.03

P-Clr L: 14.71

Trav.Cmnt: 730.5

Stk R Y: 0.62

Hinge R Y: -1.21

Stk R X: 10.83

P-Stk R: 11.17

P-Clr R: 16.18

Field Ref: 7+67.31

Stk L Y: 1.59

Hinge L Y: 0.21

Stk L X: -8.38

P-Stk L: 8.35

P-Clr L: 15.01

Trav.Cmnt:

Stk R Y: 0.43

Hinge R Y: -1.21

Stk R X: 10.64

P-Stk R: 10.73

P-Clr R: 15.73

Field Ref: 7+80.15

Stk L Y: 1.33

Hinge L Y: 0.21

Stk L X: -8.12

P-Stk L: 8.85

P-Clr L: 15.76

Trav.Cmnt: 782.0

Stk R Y: 0.52

Hinge R Y: -1.21

Stk R X: 10.73

P-Stk R: 10.05

P-Clr R: 15.05

Field Ref: 7+92.98

Stk L Y: 1.01

Hinge L Y: 0.21

Stk L X: -7.80

P-Stk L: 7.54

P-Clr L: 14.77

Trav.Cmnt:

Stk R Y: 0.54

Hinge R Y: -1.21

Stk R X: 10.75

P-Stk R: 11.04

P-Clr R: 16.04

Field Ref: 8+44.29

Stk L Y: -0.14

Hinge L Y: 0.21

Stk L X: -7.46

P-Stk L: 6.00

P-Clr L: 13.54

Trav.Cmnt: 846.5

Stk R Y: 0.56

Hinge R Y: -1.21

Stk R X: 10.77

P-Stk R: 12.27

P-Clr R: 17.28

Field Ref: 8+89.29

Stk L Y: -0.21

Hinge L Y: 0.21

Stk L X: -7.56

P-Stk L: 7.64

P-Clr L: 15.09

Trav.Cmnt:

Stk R Y: 0.78

Hinge R Y: -1.21

Stk R X: 10.99

P-Stk R: 10.95

P-Clr R: 15.97

Field Ref: 8+89.95

Stk L Y: -0.21

Hinge L Y: 0.21

Stk L X: -7.56

P-Stk L: 7.67

P-Clr L: 15.11

Trav.Cmnt: 892.5

Stk R Y: 0.79

Hinge R Y: -1.21

Stk R X: 11.00

P-Stk R: 10.93

P-Clr R: 15.96

Field Ref: 9+40.18

Stk L Y: -0.83

Hinge L Y: 0.21

Stk L X: -8.39

P-Stk L: -2.45

P-Clr L: 4.17

Trav.Cmnt: 943.0

Stk R Y: -0.21

Hinge R Y: -1.21

Stk R X: 10.00

P-Stk R: 20.84

P-Clr R: 25.95

Field Ref: 9+72.42

Stk L Y: -1.11

Hinge L Y: 0.21

Stk L X: -8.76

P-Stk L: 4.74

P-Clr L: 10.98

Trav.Cmnt:

Stk R Y: 1.62

Hinge R Y: -1.21

Stk R X: 11.83

P-Stk R: 16.05

P-Clr R: 21.22

589+16.08

10073.31

0.00

-7.00

10073.31

0.00

-3

7.00

9.009.00

-9.05

12.39

10070

10080

589+70.56

10078.84

0.00

-7.00

10078.84

0.00

-3

7.00

9.009.00

-9.70

13.40

10080

590+19.80

10083.84

0.00

-7.00

10083.84

0.00

-3

7.00

9.009.00

-9.93

15.87

10080

10090

590+70.54

10088.99

0.00

-7.00

10088.99

0.00

-3

7.00

9.009.00

-10.75

17.48

10080

10090

10100

591+24.78

10094.49

0.00

-7.00

10094.49

0.00

-3

7.00

9.009.00

-9.80

19.41

10090

10100

591+40.28

10096.07

0.00

-7.00

10096.07

0.00

-3

7.00

9.009.00

-9.65

18.46

10090

10100

10110 591+77.72

10099.87

0.00

-7.00

10099.87

0.00

-3

7.00

9.009.00

-8.99

17.98

10090

10100

10110

591+95.12

10101.63

0.00

-7.00

10101.63

0.00

-3

7.00

9.009.00

-9.20

17.17

10100

10110

592+28.85

10105.27

0.00

-7.00

10105.27

0.00

-3

7.00

9.009.00

-9.63

19.16

10100

10110

592+81.53

10111.75

0.00

-7.00

10111.75

0.00

-3

7.00

9.009.00

-11.59

13.76

10110

10120

592+81.73

10111.77

0.00

-7.00

10111.77

0.00

-3

7.00

13.00

15.00

-11.60

30.31

10100

10110

10120

10130

592+81.95

10111.80

0.00

-7.00

10111.80

0.00

-3

7.00

13.00

15.00

-11.62

30.27

10100

10110

10120

10130

SHEET NO. ___ OF ___

23 41

Field Ref: 9+91.84

Stk L Y: -1.31

Hinge L Y: 0.21

Stk L X: -9.03

P-Stk L: 10.80

P-Clr L: 16.78

Trav.Cmnt: 995.0

Stk R Y: 2.20

Hinge R Y: -1.21

Stk R X: 12.41

P-Stk R: 11.07

P-Clr R: 16.27

Field Ref: 10+46.60

Stk L Y: -1.78

Hinge L Y: 0.21

Stk L X: -9.66

P-Stk L: 10.62

P-Clr L: 15.96

Trav.Cmnt: 1050.0

Stk R Y: 3.24

Hinge R Y: -1.21

Stk R X: 13.45

P-Stk R: 13.42

P-Clr R: 18.80

Field Ref: 10+95.81

Stk L Y: -1.95

Hinge L Y: 0.21

Stk L X: -9.88

P-Stk L: 8.51

P-Clr L: 13.64

Trav.Cmnt: 1099.5

Stk R Y: 5.73

Hinge R Y: -1.21

Stk R X: 15.94

P-Stk R: 18.89

P-Clr R: 24.34

Field Ref: 11+46.56

Stk L Y: -2.54

Hinge L Y: 0.21

Stk L X: -10.67

P-Stk L: 7.08

P-Clr L: 12.08

Trav.Cmnt: 1150.5

Stk R Y: 7.37

Hinge R Y: -1.21

Stk R X: 17.58

P-Stk R: 23.32

P-Clr R: 28.82

Field Ref: 12+01.12

Stk L Y: -1.82

Hinge L Y: 0.21

Stk L X: -9.70

P-Stk L: 5.72

P-Clr L: 11.02

Trav.Cmnt: 1205.5

Stk R Y: 9.33

Hinge R Y: -1.21

Stk R X: 19.54

P-Stk R: 25.90

P-Clr R: 31.41

Field Ref: 12+16.77

Stk L Y: -1.70

Hinge L Y: 0.21

Stk L X: -9.54

P-Stk L: 7.46

P-Clr L: 12.92

Trav.Cmnt:

Stk R Y: 8.39

Hinge R Y: -1.21

Stk R X: 18.60

P-Stk R: 22.84

P-Clr R: 28.34

Field Ref: 12+54.21

Stk L Y: -1.19

Hinge L Y: 0.21

Stk L X: -8.87

P-Stk L: 7.84

P-Clr L: 13.99

Trav.Cmnt: 1259.0

Stk R Y: 7.92

Hinge R Y: -1.21

Stk R X: 18.13

P-Stk R: 21.04

P-Clr R: 26.53

Field Ref: 12+71.67

Stk L Y: -1.34

Hinge L Y: 0.21

Stk L X: -9.07

P-Stk L: 8.83

P-Clr L: 14.78

Trav.Cmnt:

Stk R Y: 7.12

Hinge R Y: -1.21

Stk R X: 17.33

P-Stk R: 19.28

P-Clr R: 24.76

Field Ref: 12+31.11

Stk L Y: -1.66

Hinge L Y: 0.21

Stk L X: -9.49

P-Stk L: 9.30

P-Clr L: 14.82

Trav.Cmnt: 1310.5

Stk R Y: 9.14

Hinge R Y: -1.21

Stk R X: 19.35

P-Stk R: 22.06

P-Clr R: 27.70

Field Ref: 12+85.33

Stk L Y: -3.14

Hinge L Y: 0.21

Stk L X: -11.47

P-Stk L: 13.74

P-Clr L: 18.75

Trav.Cmnt:

Stk R Y: 3.73

Hinge R Y: -1.21

Stk R X: 13.94

P-Stk R: 13.17

P-Clr R: 18.80

Field Ref: 12+85.53

Stk L Y: -3.15

Hinge L Y: 0.21

Stk L X: -11.48

P-Stk L: 13.76

P-Clr L: 18.77

Trav.Cmnt:

Stk R Y: 12.28

Hinge R Y: -3.21

Stk R X: 30.49

P-Stk R: 31.79

P-Clr R: 37.42

Field Ref: 12+85.90

Stk L Y: -3.16

Hinge L Y: 0.21

Stk L X: -11.49

P-Stk L: 13.79

P-Clr L: 18.80

Trav.Cmnt: 1364.0

Stk R Y: 12.24

Hinge R Y: -3.21

Stk R X: 30.45

P-Stk R: 31.73

P-Clr R: 37.36

592+82.03

10111.81

0.00

-7.00

10111.81

0.00

-3

7.00

13.00

15.00

-11.63

30.26

10100

10110

10120

10130

592+84.63

10112.16

0.00

-7.00

-11.82

10112.16

0.00

-3

7.00

13.00

15.00

30.04

10100

10110

10120

10130

593+09.70

10115.57

0.00

-9.00

10115.57

0.00

-3

7.00

9.009.00

-16.01

14.70

10110

10120

593+25.00

10117.66

0.00

-9.00

10117.66

0.00

-3

7.00

9.009.00

-16.96

15.69

10110

10120

10130

593+71.72

10124.04

0.00

-9.00

10124.04

0.00

-3

7.00

9.009.00

-17.21

17.29

10120

10130

593+76.55

10124.70

0.00

-9.00

10124.70

0.00

-3

7.00

9.009.00

-17.28

17.49

10120

10130

594+20.74

10130.73

0.00

-9.00

10130.73

0.00

-3

7.00

9.009.00

-19.26

20.78

10120

10130

10140

594+41.80

10133.61

0.00

-9.00

-19.37

10133.61

0.00

-3

7.00

9.009.00

21.33

10130

10140

594+66.80

10137.03

0.00

-14.00

10137.03

0.00

-3

12.00

14.0014.00

-27.24

30.29

10120

10130

10140

10150

10160 594+67.51

10137.12

0.00

-14.00

10137.12

0.00

-3

12.00

14.0014.00

-27.19

30.31

10120

10130

10140

10150

10160 594+98.31

10141.33

0.00

-14.00

10141.33

0.00

-3

12.00

14.0014.00

-25.20

28.20

10130

10140

10150

10160

595+11.50

10143.13

0.00

-14.00

10143.13

0.00

-3

12.00

14.0014.00

-24.10

26.88

10130

10140

10150

10160

SHEET NO. ___ OF ___

24 41

Field Ref: 12+86.13

Stk L Y: -3.17

Hinge L Y: 0.21

Stk L X: -11.50

P-Stk L: 13.79

P-Clr L: 18.80

Trav.Cmnt:

Stk R Y: 12.23

Hinge R Y: -3.21

Stk R X: 30.44

P-Stk R: 31.72

P-Clr R: 37.35

Field Ref: 12+88.72

Stk L Y: -3.31

Hinge L Y: 0.21

Stk L X: -11.69

P-Stk L: 13.76

P-Clr L: 18.77

Trav.Cmnt:

Stk R Y: 12.00

Hinge R Y: -3.21

Stk R X: 30.21

P-Stk R: 31.61

P-Clr R: 37.23

Field Ref: 13+13.70

Stk L Y: -4.90

Hinge L Y: 0.27

Stk L X: -15.90

P-Stk L: 15.96

P-Clr L: 20.96

Trav.Cmnt:

Stk R Y: 4.64

Hinge R Y: -1.21

Stk R X: 14.85

P-Stk R: 16.59

P-Clr R: 22.13

Field Ref: 13+28.97

Stk L Y: -5.60

Hinge L Y: 0.27

Stk L X: -16.83

P-Stk L: 15.68

P-Clr L: 20.66

Trav.Cmnt: 1407.5

Stk R Y: 5.62

Hinge R Y: -1.21

Stk R X: 15.83

P-Stk R: 19.13

P-Clr R: 24.68

Field Ref: 13+75.69

Stk L Y: -5.80

Hinge L Y: 0.27

Stk L X: -17.09

P-Stk L: 14.11

P-Clr L: 19.23

Trav.Cmnt:

Stk R Y: 7.20

Hinge R Y: -1.21

Stk R X: 17.41

P-Stk R: 23.00

P-Clr R: 28.54

Field Ref: 13+80.45

Stk L Y: -5.86

Hinge L Y: 0.27

Stk L X: -17.17

P-Stk L: 14.01

P-Clr L: 19.14

Trav.Cmnt: 1459.5

Stk R Y: 7.39

Hinge R Y: -1.21

Stk R X: 17.60

P-Stk R: 23.43

P-Clr R: 28.97

Field Ref: 14+24.11

Stk L Y: -7.36

Hinge L Y: 0.27

Stk L X: -19.18

P-Stk L: 14.45

P-Clr L: 19.61

Trav.Cmnt: 1503.5

Stk R Y: 10.65

Hinge R Y: -1.21

Stk R X: 20.86

P-Stk R: 29.79

P-Clr R: 35.16

Field Ref: 14+44.53

Stk L Y: -7.45

Hinge L Y: 0.27

Stk L X: -19.29

P-Stk L: 11.61

P-Clr L: 16.77

Trav.Cmnt:

Stk R Y: 11.18

Hinge R Y: -1.21

Stk R X: 21.39

P-Stk R: 33.29

P-Clr R: 38.54

Field Ref: 14+69.40

Stk L Y: -9.47

Hinge L Y: 0.42

Stk L X: -27.19

P-Stk L: 17.16

P-Clr L: 22.17

Trav.Cmnt:

Stk R Y: 14.97

Hinge R Y: -1.36

Stk R X: 30.33

P-Stk R: 45.47

P-Clr R: 50.75

Field Ref: 14+70.18

Stk L Y: -9.44

Hinge L Y: 0.42

Stk L X: -27.14

P-Stk L: 17.05

P-Clr L: 22.05

Trav.Cmnt: 1550.0

Stk R Y: 15.00

Hinge R Y: -1.36

Stk R X: 30.36

P-Stk R: 45.55

P-Clr R: 50.82

Field Ref: 15+01.02

Stk L Y: -7.95

Hinge L Y: 0.42

Stk L X: -25.17

P-Stk L: 13.27

P-Clr L: 18.32

Trav.Cmnt:

Stk R Y: 12.88

Hinge R Y: -1.36

Stk R X: 28.24

P-Stk R: 44.27

P-Clr R: 49.47

Field Ref: 15+16.74

Stk L Y: -7.14

Hinge L Y: 0.42

Stk L X: -24.08

P-Stk L: 11.76

P-Clr L: 16.81

Trav.Cmnt: 1595.0

Stk R Y: 11.54

Hinge R Y: -1.36

Stk R X: 26.90

P-Stk R: 42.83

P-Clr R: 48.04

595+11.82

10143.17

0.00

-14.00

-24.07

10143.17

0.00

-3

12.00

14.0014.00

26.84

10130

10140

10150

10160

595+64.50

10149.22

0.00

-9.00

10149.22

0.00

-3

7.00

-17.26

8.23

10140

10150

10160

595+68.04

10149.55

0.00

-9.00

10149.55

0.00

-3

7.00

-20.60

7.80

10140

10150

10160

595+70.10

10149.73

0.00

-9.00

10149.73

0.00

-3

7.00

-22.28

7.77

10140

10150

10160

595+91.94

10151.47

0.00

-11.21

10151.47

0.00

-3

9.21

-33.49

14.03

10140

10150

10160

10170

595+92.65

10151.52

0.00

-11.27

10151.52

0.00

-3

9.27

-33.40

14.30

10140

10150

10160

10170

596+08.13

10152.50

0.00

-12.50

10152.50

0.00

-3

10.50

-30.51

11.13

10140

10150

10160

10170

596+08.44

10152.52

0.00

-12.53

10152.52

0.00

-3

10.53

-30.20

11.13

10140

10150

10160

10170

596+14.34

10152.84

0.00

-13.00

10152.84

0.00

-3

11.00

-23.65

11.22

10140

10150

10160

10170

596+46.29

10153.84

0.00

-13.00

10153.84

0.00

-3

11.00

-18.37

14.56

10150

10160

596+87.05

10152.95

0.00

-13.00

10152.95

0.00

-3

11.00

-20.74

16.10

10150

10160

596+87.80

10152.96

0.00

-13.00

10152.96

0.00

-3

11.00

-20.52

16.18

10150

10160

SHEET NO. ___ OF ___

25 41

Field Ref: 15+17.68

Stk L Y: -7.11

Hinge L Y: 0.42

Stk L X: -24.05

P-Stk L: 11.78

P-Clr L: 16.83

Trav.Cmnt:

Stk R Y: 11.51

Hinge R Y: -1.36

Stk R X: 26.87

P-Stk R: 42.71

P-Clr R: 47.92

Field Ref: 15+70.18

Stk L Y: -5.91

Hinge L Y: 0.27

Stk L X: -17.24

P-Stk L: 9.72

P-Clr L: 15.24

Trav.Cmnt:

Stk R Y: 1.02

Hinge R Y: -0.21

Stk R X: 8.23

P-Stk R: 16.71

P-Clr R: 23.72

Field Ref: 15+73.71

Stk L Y: -8.42

Hinge L Y: 0.27

Stk L X: -20.59

P-Stk L: 14.13

P-Clr L: 19.67

Trav.Cmnt:

Stk R Y: 0.60

Hinge R Y: -0.21

Stk R X: 7.81

P-Stk R: 15.86

P-Clr R: 23.35

Field Ref: 15+74.39

Stk L Y: -9.68

Hinge L Y: 0.27

Stk L X: -22.27

P-Stk L: 16.21

P-Clr L: 22.01

Trav.Cmnt: 1653.5

Stk R Y: 0.56

Hinge R Y: -0.21

Stk R X: 7.77

P-Stk R: 15.77

P-Clr R: 23.28

Field Ref: 15+94.56

Stk L Y: -16.37

Hinge L Y: 0.34

Stk L X: -33.48

P-Stk L: 23.36

P-Clr L: 28.49

Trav.Cmnt:

Stk R Y: -3.89

Hinge R Y: -0.28

Stk R X: 14.03

P-Stk R: 25.78

P-Clr R: 30.86

Field Ref: 15+94.96

Stk L Y: -16.26

Hinge L Y: 0.34

Stk L X: -33.40

P-Stk L: 23.17

P-Clr L: 28.31

Trav.Cmnt: 1675.0

Stk R Y: -4.05

Hinge R Y: -0.28

Stk R X: 14.30

P-Stk R: 26.08

P-Clr R: 31.14

Field Ref: 16+11.76

Stk L Y: -13.13

Hinge L Y: 0.38

Stk L X: -30.51

P-Stk L: 21.08

P-Clr L: 26.25

Trav.Cmnt: 1693.5

Stk R Y: -0.79

Hinge R Y: -0.32

Stk R X: 11.13

P-Stk R: 22.61

P-Clr R: 27.70

Field Ref: 16+13.71

Stk L Y: -12.88

Hinge L Y: 0.38

Stk L X: -30.20

P-Stk L: 21.03

P-Clr L: 26.22

Trav.Cmnt:

Stk R Y: -0.77

Hinge R Y: -0.32

Stk R X: 11.13

P-Stk R: 22.34

P-Clr R: 27.42

Field Ref: 16+19.21

Stk L Y: -7.60

Hinge L Y: 0.39

Stk L X: -23.65

P-Stk L: 15.29

P-Clr L: 20.85

Trav.Cmnt:

Stk R Y: -0.50

Hinge R Y: -0.33

Stk R X: 11.22

P-Stk R: 20.30

P-Clr R: 25.39

Field Ref: 16+53.24

Stk L Y: -3.64

Hinge L Y: 0.39

Stk L X: -18.37

P-Stk L: 12.71

P-Clr L: 18.21

Trav.Cmnt: 1735.5

Stk R Y: 3.23

Hinge R Y: -0.33

Stk R X: 14.56

P-Stk R: 20.99

P-Clr R: 26.05

Field Ref: 16+95.13

Stk L Y: -5.42

Hinge L Y: 0.39

Stk L X: -20.74

P-Stk L: 30.80

P-Clr L: 35.84

Trav.Cmnt: 1775.0

Stk R Y: 4.77

Hi…