Attachment_I_-_FR404_Plans.pdf

EXISTING

GROUND

ITEM NO.

15101

15713

20101

20301

20401

20415

20801

20803

20805

25101

25116

30115

30120

30302

60302

60520

62528

63501

64804

POINT

BM1

BM2

CP3

CP4

CP373

8'-0" MAX.

ATTACH FABRIC TO _/

POST WITH WIRE STAPLES

2"x2"WOOD REINFORCED

OR STEEL GEOTEXTILE

SUPPORT POST FABRIC

�=me""'""""""

TRENCH, FOLD GEOTEXTILE

FABRIC TO FIT TRENCH,

BACKFILL AND COMPACT

TO EXISTING GRADE.

EXISTING -

GROUND -

'1�ffig 'll=TT rn�rn�nw

-TTT

l�ill�J 11=-c;:

STANDARD SILT FENCE INSTALLATION

NOT TO SCALE

SUMMARY OF PROJECT QUANTITIES

DESCRIPTION

MOBILIZATION

SOIL EROSION AND POLLUTION CONTROL

CLEARING AND GRUBBING, DISPOSAL METHOD F

REMOVAL OF PIPE CULVERT

ROADWAY EXCAVATION

WASTE EXCAVATION

STRUCTURE EXCAVATION

STRUCTURAL BACKFILL

DEWATERING

RIPRAP, CLASS IV

GEOTEXTILE, TYPE IV, CLASS I

AGGREGATE SURFACE COURSE, GRADING G, COMPACTION METHOD B

PIT RUN, MAX SIZE 4 INCH, COMPACTION METHOD B

ROADWAY RECONDITIONING

13-1 SPAN, 8-4 RISE, STRUCTURAL ALUMINUM PLATE PIPE-ARCH

GRANULAR BACKFILL

SEEDING AND MULCHING, DRY METHOD

TEMPORARY TRAFFIC CONTROL

STREAMBED SIMULATION ROCK, BED CLASS 4

HO RIZO NT AL AND VERTICAL CONTROL

LOCATION

ELEVATION

STA/OFFSET NORTHING EASTING

19+08.98/ 27.60' LT 70602.1620 33999.7380 1219.85

19+20.34/ 28.38' RT 70612.0170 34056.0150 1218.32

19+33.35/ 3.05' RT 70626.3290 34031.0130 1217.13

18+91.39/ 20.41' RT 70584.3810 34006.4300 1222.41

20+77.32/ 19.94' RT 70770.2790 34047.7660 1222.39

z N z z N

UNITS QUANTITY

LPSM 1

LPSM 1

LPSM 1

EACH 1

CUYD 230

CUYD 120

CUYD 130

CUYD 200

LPSM 1

CUYD 30

SQYD 80

TON 2565

TON 1850

LNFT 3000

LNFT 54

CUYD 140

LPSM 1

LPSM 1

CUYD 50

DECRIPTION

SPIKE IN 13" MAPLE

SPIKE IN 24" MAPLE

SPIKE

REBAR

SPIKE

GENERAL NOTES

1. STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY

UNITS, SHALL APPLY TO THIS CONTRACT.

2. THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE EXISTING CULVERT PIPE, INSTALLATION OF A NEW CULVERT, APPROACH ROADWAY, ROADWAY REHABILITATION AND RECONSTRUCTION, AND PLACEMENT OF EROSION CONTROL AND SLOPE

PROTECTION.

3. MATCH FINISHED SURFACE OF ALL SIDE ROADS AND DRIVEWAYS.

4. SEED AND MULCH ALL DISTURBED AREAS. SEE FSSS, SECTION 625 FOR ADDITIONAL INFORMATION.

5. THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE (1-800-242-8511 OR DIAL 811 OR WWW.DIGGERSHOTLINE.COM) A MINIMUM OF 3

DAYS PRIOR TO THE START OF WORK. IF RELOCATION OF UTILITIES IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR

COORDINATING WORK WITH THE UTILITY COMPANY.

6. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING.

CONSTRUCTION STAKING SHALL BE IN ACCORDANCE WITH FSSS SECTION 152 AND FP-14 REQUIREMENTS.

7. THE CONTRACTOR MAY USE SILT FENCE OR BIODEGRADABLE FIBER ROLLS FOR SOIL EROSION AND SEDIMENTATION CONTROL. SILT

FENCE MUST BE REMOVED ONCE VEGETATION IS ESTABLISHED. BIODEGRADABLE FIBER ROLLS MAY BE LEFT IN PLACE. THIS WORK

SHALL BE INCLUDED IN PAY ITEM 15713.

8. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED SURFACE AND

SUBSURFACE WATER LEVELS DURING CONSTRUCTION.

9. NO MATERIAL SHALL BE CLEANED OR ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE

WATER COURSE EXCEPT AS SHOWN ON THE PLANS.

10. WATER REQUIRED TO BE PUMPED FOR DEWATERING PURPOSES SHALL BE FILTERED THROUGH A GEOTEXTILE BAG, OR EQUIVALENT

PRIOR TO DISCHARGE. THE FILTER BAG SHALL BE REPLACED WITH A CLEAN BAG WHEN EXISTING BAG IS FULL OR PLUGGED.

11. ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

12. THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN

REMAINS ARE ENCOUNTERED.

13. HAUL ROADS USED BY THE CONTRACTOR SHALL BE MAINTAINED AS NEEDED AND AS DIRECTED BY THE CONTRACTING OFFICER.

14. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING

OFFICER.

15. THE CONTRACTOR SHALL FURNISH AGGREGATE SURFACE COURSE TO THE GRADING SPECIFIED IN THESE PLANS.

16. THE MANUFACTURER SHALL DESIGN THE CULVERT AND FURNISH A SUBMITTAL TO THE FOREST SERVICE.

17. MAINTENANCE FOR TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ROAD CLOSURES WILL BE IN ACCORDANCE WITH THE

MUTCD GUIDELINES AND THE FSSS, SECTION 156. THE C.O. SHALL BE NOTIFIED OF ANY ROAD CLOSURES A MINIMUM OF ONE WEEK

PRIOR TO THE START OF WORK. THE PORTION OF THE ROAD CURRENTLY OPEN SHALL REMAIN OPEN WITH DELAYS NOT TO EXCEED 30 MINUTES, FOLLOWED BY AN OPEN PERIOD OF AT LEAST 5 MINUTES. THIS WORK SHALL BE INCLUDED IN PAY ITEM 63501.

WRAP

GEOTEXTILE

RIPRAP TOE DETAIL

RIPRAP, CLASS IV

GEOTEXTILE, TYPE IV, CLASS I

United States Department of Agriculture Forest Service

EASTERN REGION

PROJECT NAME

WI ERFO 2018 FLOOD

RECOVERY (2)

FR404

CHEQUAMEGON

NICOLET

NATIONAL FOREST

WASHBURN RANGER

DISTRICT

DRAWING TITLE

GENERAL NOTES

AND

QUANTITIES

DATE

4/22/2019

ARCHIVE NO.

FR404 (BURGSON ROAD)

DESIGNER DWG SHEET NO.

I. STAMPFLY

DRAWN C-01

I. STAMPFLY

CHECKED

G.JUNTTILA

SHEET 2 OF 9

PROJECT NO.

U28-19127

-- ----------------------- 54.0' (NORMAL TO BARREL)--------------------�-

6" AGGREGATE SURFACE

\ COURSE, GRADING G,

COMPACTION METHOD B CUL VERT CROWN

ELEV.= 1214.93' '-----'-----11.0' ----�-----11.0' RIPRAP, CLASS IV I

12" DEPTH WITH

\ Ir STRUCTURAL

•-13-1 SPAN, 8-4 RISE, ALUMINUM STRUCTURAL

PLATE PIPE-ARCH, (1.5% SLOPE), MITERED 1:2

GEOTEXTILE LINER

BACKFILL

(TYP.) 1 � �

c�t���: �;1��� , TX'� _:f�\i:;\�:::-t:\}:iS}::�\\{�(:�(}f)::;{'. �>;}{/i-)·/:?����i!:=!}:ti?t{:_::::f/i\� -�s:. ef

A�� \

(DOWNSTREAM) � �

r-;

,,-,c,; /

STREAMBED ELEV.= 1207.8'

(UPSTREAM)

STREAMBED ELEV.= 1207.2'

L ,,-,oc

"!Q" !Q" ro-,};\,::; ::; ::; ::; .R. ::; cx cx,�

DOWNSTREAM INVERT

ELEV.= 1205.0'

PER TYPICALS

--------------42.0' LIMITS OF STRUCTURE EXCAVATION---------------

PER TYPICALS PROPOSED ROADWAY 13-1 SPAN, 8-4 RISE, ALUMINUM STRUCTURAL

PLATE PIPE-ARCH

GRANULAR BACKFILL

UPSTREAM ELEV.= 1208.3'

DOWNSTREAM ELEV.= 1207.7'

GRANULAR BACKFILL

IQIQIQIQ""IQIQYCY

PROPOSED LIMITS OF STRUCTURE EXCAVATION

PROPOSED LIMITS OF STRUCTURE EXCAVATION

NOTE:

1. STRUCTURAL DESIGN OF CULVERT BY A LICENSED ENGINEER IS

THE RESPONSIBILITY OF THE CONTRACTOR. SHOP DRAWINGS MUST

BE SUBMITTED FOR APPROVAL.

2. CULVERT MUST BE DESIGNED FOR HL-93 LOADING AND SUPPORT

A MINIMUM COVER OF 2.0'. ALLOWABLE SOIL BEARING CAPACITY=

2,000 PSF.

2.75' i-------i-- 5.0'

PROPOSED FLAT STREAMBED

UPSTREAM ELEV.= 1207.8'

DOWNSTREAM ELEV.= 1207.2'

STRUCTURAL BACKFILL,

1.0' DEEP

2.75' 5.0' -+ ______ _, 1'

PROPOSED APPROX. LIMITS

OF WASTE EXCAVATION

PLACE STREAMBED SIMULATION

ROCK, BED CLASS 4

PROPOSED END SECTION

(UPSTREAM END)

SCALE: NTS

United States Department of Agriculture Forest Service

EASTERN REGION

PROJECT NAME

WI ERFO 2018 FLOOD

RECOVERY (2)

FR404

CHEQUAMEGON

NICOLET

NATIONAL FOREST

WASHBURN RANGER

DISTRICT

DRAWING TITLE

CULVERT DETAILS

DATE

4/22/2019

ARCHIVE NO.

FR404 (BURGSON ROAD)

DESIGNER DWG SHEET NO.

I. STAMPFLY

DRAWN C-07

I. STAMPFLY

CHECKED

G.JUNTTILA

SHEET 8 OF 9

PROJECT NO.

U28-19127

X 4