W912HN-18-B-5002_AMD2.PDF

PDF 10 MB Posted May 7, 2018

Attached to: McCoy's Cut Diversion Structure, McCoombs and Rife Cut Closures and Channel Improvements
Solicitation number: W912HN18B5002
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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W912HN-18-B-5002 AMD2 DRAWINGS

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Other files

File	Type	Posted
B.01.02_Abstract_W912HN18B5002_McCoy's_Cut.pdf	PDF	Jun 13, 2018
B.01.02_Sign-In_Roster_W912HN18B5002_06-12-18.pdf	PDF	Jun 13, 2018
amd4.pdf	PDF	May 25, 2018
18B5002.pdf	PDF	May 25, 2018
W912HN-18-B-5002_AMD4_VOL1.pdf	PDF	May 25, 2018
amd3.pdf	PDF	May 11, 2018
18B5002.pdf	PDF	May 11, 2018
18B5002.pdf	PDF	May 7, 2018
amd2.pdf	PDF	May 7, 2018
amd01.pdf	PDF	Apr 20, 2018
McCoysCutDiversion_20-22mar2018.xyz	XYZ file	Apr 20, 2018
18B5002.pdf	PDF	Apr 20, 2018
Pre-Bid_Conference_McCoy's_Cut.pdf	PDF	Apr 20, 2018
W912HN-18-B-5002_VOL1.pdf	PDF	Apr 4, 2018
W912HN-18-B-5002_VOL2.pdf	PDF	Apr 4, 2018
18B5002.pdf	PDF	Apr 4, 2018

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EDGE OF PAVEMENT

PROPERTY LINE

FENCE LINE

WOODS LINE

DIRT TRAIL

OVERHEAD POWER

POWER POLE

POWER POLE W/GUY WIRE

OHP

UGP

EOP

SURVEY MARKER

MAJOR CONTOUR

MINOR CONTOUR

-30

-27

UNDERGROUND POWER

EXISTING TOPOGRAPHY LEGEND

NEW WORK LEGEND

GENERAL NOTES

G E

N E

R A

L N

O T

E S A

N D L

E G

E N

GI102

WELL

RESTRICTED-NO WORK AREA

DISPOSAL LIMITS

SILT FENCE

RIP RAP

DMCA DISPOSAL MATERIAL CONTAINMENT AREA

ENVIRONMENTAL NOTES

SURVEY NOTES

MLLW MEAN LOWER LOW WATER

ENGINEERS SURVEY IN MCCOMBS AND RIFLE CUTS.

TOPOGRAPHIC CONTOURS ARE APPROXIMATED BASED ON LIDAR DATA THE LOWE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

AND TOPO SURVEYS MADE ON THE DATES INDICATED AND AND CAN ONLY BE

6. THE INFORMATION DEPICTED ON THESE PLANS REPRESENT RESULTS OF HYDRO

5. CONTOUR INTERVAL = 1 FOOT UNLESS OTHERWISE NOTED

DATUM, AND MERGED FOR CONTOURING.

CREATE CONTOURS. LIDAR DATA WAS CONVERTED FROM NAVD88 DATUM TO MLLW

4. LIDAR (DATED SEPTEMBER 2015) COMBINED WITH TOPOGRAPHIC SURVEY TO

VERTICAL DATUM = MLLW, EPOCH 1983-2001

HORIZONTAL DATUM = NAD 1983 GEORGIA STATE PLANE EAST, US SURVEY FEET

3. DATUM:

ALL DATA COMPILED AND MAPPED 15 OCTOBER 2016

2. MAPPING DATE:

TOPOGRAPHIC SURVEY BY LOWE ENGINEERS, SEP-OCT. 2016.

HYDROGRAPHIC SURVEY BY USACE, MAY 2016

1. SURVEY DATES:

TRAFFIC CONTROL NOTES

TRANSPORTING OF MATERIALS, EQUIPMENT, AND PERSONNEL TO THE PROJECT SITE.

SHALL BE RESPONSIBLE FOR SUPPLYING RIVER ACCESS FOR THE LOADING AND

TO ENSURE THE ORDERLY AND COOPERATIVE USE OF THE RAMP. THE CONTRACTOR

AS NEEDED

DMCAs. THE CONTRACTOR SHALL COORDINATE WORK WITH THE OTHER CONTRACTORS

WORK IN THE

USE. THE ACCESS RAMP WILL BE UTILIZED BY OTHER CONTRACTORS PERFORMING

12A IS AVAILABLE FOR

THE RIVER ACCESS RAMP ON THE NORTH SIDE OF THE BACK RIVER AT DMCA 7.

AND CONTROLS FOR ADDITIONAL INFORMATION.

SPECIFICATION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES

THE DOCUMENTATION TO THE CONTRACTING OFFICER (CO). PLEASE REFER TO

PHOTOGRAPHY AND/OR DIGITAL PHOTOGRAPHS. THE CONTRACTOR SHALL PROVIDE

WORK. DOCUMENTATION OF THE HAUL ROUTES SHALL BE MADE USING VIDEO

ROUTES USED DURING THE COURSE OF THIS CONTRACT UPON COMPLETION OF ALL

USE. THE CONTRACTOR SHALL ALSO DOCUMENT THE CONDITION OF ALL HAUL

CONDITION OF ALL HAUL ROUTES TO BE USED DURING THIS CONTRACT PRIOR TO

CONTRACTING OFFICER(CO). THE CONTRACTOR SHALL DOCUMENT THE EXISTING

OF MUTUALLY USED HAUL ROADS SHALL ALSO BE COORDINATED THROUGH THE

6. ANY AND ALL SHARED MAINTENANCE TASKS SUCH AS THOSE FOR MAINTENANCE

REPLACEMENT OF ANY DAMAGED DRAINAGE STRUCTURES.

PAYMENT WILL BE MADE FOR THE MAINTENANCE OF ACCESS ROADS OR THE

FOR ALL DRAINAGE STRUCTURES CROSSING THE ACCESS ROADS. NO ADDITIONAL

RUNOFF OF WATER ALONG THE ROAD. THE CONTRACTOR SHALL BE RESPONSIBLE

ACCESS ROADS AND TO MAINTAIN A CROWN ON THE ROADS TO ENSURE PROPER

THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN THE DITCHES ALONG THE

BETTER CONDITION THAN THEY WERE PRIOR TO THE BEGINNING OF CONSTRUCTION.

COMPLETION OF THE CONTRACT ALL ROADS SHALL BE LEFT IN AN EQUAL OR

NEAR THE FISH AND WILDLIFE REFUGE BULINDGS NEAR RIFLE CUT. UPON

ARE LOCATED, THE ACCESS ROAD FROM SC 170 TO 1N, 1N, AND THE ACCESS ROAD

ROADS FROM HIGHWAY 17 TO THE AREA WHERE THE CONCRETE BRIDGE MATERIALS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ACCESS 5.

CO SHALL BE BINDING ON ALL PARTIES CONCERNED.

DETERMINATION FOR OPERATIONAL PROCEDURES. DETERMINATIONS MADE BY THE

ATTENTION OF THE CONTRACTING OFFICER (CO), WHO WILL THEN MAKE A

DISAGREEMENTS THAT ARISE FROM AREA USE SHALL BE BROUGHT TO THE

AS NEEDED TO ENSURE THE ORDERLY PROGRESS OF EACH. ANY DISPUTES OR

DMCAS. THE CONTRACTOR SHALL COORDINATE WORK WITH THE OTHER CONTRACTORS

OTHER CONTRACTORS WILL BE PERFORMING WORK IN THE SAVANNAH HARBOR 4.

THROUGH ITS ENTRANCE GATE, WHICH MAY BE LOCKED.

THE GOVERNMENT WILL GRANT ACCESS TO DISPOSAL AREA 1N 912-652-6086.

AND EQUIPMENT. CONTACT FOR GATE KEYS IS BURT MOORE (OP-NN)

EXCEPT WHEN REQUIRED TO BE OPENED FOR THE IMMEDIATE PASSAGE OF MANPOWER

(DMCAS) 12A THROUGH 14B. THIS GATE IS TO REMAIN LOCKED AT ALL TIMES

17 THROUGH THE ENTRANCE GATE TO THE DREDGED MATERIAL CONTAINMENT AREAS

3. THE MATERIAL STOCK PILE AT DMCA 12A CAN BE ACCESSED OFF OF HIGHWAY

IS UNDERWAY AT THE SITE.

STAFFING PERSONNEL TO MONITOR SITE ACCESS FOR THE LOCATION WHILE WORK

ALL TIMES. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND

PROTECT THEIR EQUIPMENT, SUPPLIES, MANPOWER, AND THE GENERAL PUBLIC AT

RIVERS. CONTRACTORS ARE TO TAKE PROTECTIVE MEASURES NECESSARY TO

GENERAL PUBLIC VIA BOATS ON THE FRONT, MIDDLE, BACK, AND LITTLE BACK

2. THE CONTRACTOR IS TO BE AWARE THAT THE PROJECT SITE IS OPEN TO THE

912-652-5004.

THIS MEETING WILL BE COORDINATED BY TAYLOR WIMBERLY (PM-C)

PRE-BID MEETING FOR POTENTIAL BIDDERS PRIOR TO RECEIPT OF PROPOSALS.

THE PROJECT SITE PRIOR TO BIDDING. THE GOVERNMENT WILL SCHEDULE A

1. IT IS HIGHLY RECOMENDED THAT CONTRACTORS BIDDING ON THIS WORK VISIT

INFORMATION.

PLEASE SEE THE APPENDICES TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIRED BY AND COORDINATED THROUGH GDOT AND SCDOT FOR THE PROJECT.

E. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL DETOURS

ON WEEKENDS.

D. UNSCHEDULED OPENINGS SHALL BE DURING OFF PEAK TRAVEL TIMES OR

CHRIS MEDLOCK 912-651-2147.

OPENINGS (30-MINUTES OR LESS). GDOT POC FOR UNSCHEDULED OPENINGS IS

EXTENDED DURATION OPENINGS AND 48 HOUR NOTICE FOR SINGLE SHORT DURATION

IN THE TRAFFIC CONTROL PLAN REQUIRE A MINIMUM OF 30 DAYS NOTICE FOR

CONTROL PLAN. UNSCHEDULED OPENINGS OUTSIDE OF THOSE NOTED AND APPROVED

C. OPENINGS SHOULD BE SCHEDULED AND DESCRIBED IN THE TRAFFIC

B. OPENINGS ARE LIMITED TO DAYLIGHT HOURS ONLY.

CANNOT BE TRANSPORTED UP LITTLE BACK RIVER.

A. ROUTE SHOULD ONLY BE USED FOR EQUIPMENT AND MATERIALS THAT

GDOT WITH THE FOLLOWING RESTRICTIONS:

3. ACCESS ON RIVER THROUGH HOULIHAN BRIDGE SHALL BE COORDINATED WITH

APPROPRIATE BY THE CONTRACTOR.

2. TRAFFIC CONTROL SHALL TO BE COORDINATED WITH SCDOT AND GDOT AS

OPERATIONS IN ACCORDANCE WITH THE SPECIFICATION SECTION 01 50 00.

1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ALL

IN THE SEDIMENT BASIN MUST BE BELOW -10' MLLW.

AREA OF THE SEDIMENT BASIN (SHOWN ON GI105). THE MATERIAL DISPOSED OF

REMAINING MATERIAL IS TO BE DISPOSED OF IN DMCA 1N OR IN THE DESIGNATED

DOES NOT GO BEYOND THE CONTOUR LIMITS SHOWN ON THE DRAWINGS. ANY

ENSURE THAT THE DREDGE MATERIAL IS PLACED WITHIN THE EXISTING CUTS AND

MCCOOMB'S AND RIFLE CUTS AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL

THE DREDGED MATERIAL FROM LITTLE BACK AND MIDDLE RIVER TO FILL

14. THE INTENT OF THE DESIGN WAS FOR THE CONTRACTOR TO USE AS MUCH OF

SPECIFICATION SECTION 35 20 23 PARAGRAPH 1.6.2.

CAN BE FOUND IN

CHANNEL OBSTRUCTIONS. ADDITIONAL INFORMATION REGARDING OBSTRUCTIONS

13. THE CONTRACTOR SHALL BE AWARE OF THE POTENTIAL TO ENCOUNTER UNKNOWN

AREAS AFTER CONTRACT AWARD.

GOVERNMENT WILL FURNISH THE CONTRACTOR STATE PLANE COORDINATES OF THESE

EQUIPMENT, AND MANPOWER REMAIN OUTSIDE THE LIMITS OF THESE AREAS. THE

SHALL NOT BE DISTURBED. THE CONTRACTOR SHALL ENSURE THAT VESSELS,

12. AREAS IDENTIFIED ON THE DRAWINGS AS "RESTRICTED/NO WORK AREA"

282-7411, CALL SOUTH CAROLINA 811 BY DIALING 811 OR (888) 721-7877.

CALL) PRIOR TO DIGGING. CALL GEORGIA 811 BY DIALING 811 OR (800)

IS REQUIRED TO WAIT 3 FULL WORKING DAYS (NOT INCLUDING THE DAY OF THE

CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR

OR ON THE GROUND, THE EXCAVATOR TO CONTACT THE UTILITY COMPANY OR ONE

RESULTS IN THE MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN

11. SOUTH CAROLINA AND GEORGIA STATE LAW REQUIRES ANY ACTIVITY THAT

CONTACT NUMBER 1-877-427-4321.

OF UTILITIES WITHIN THE PROPOSED CONSTRUCTION LIMITS. SCANA ENERGY

THE RESPECTIVE UTILITY COMPANIES TO VERIFY THE EXISTENCE AND LOCATION

10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH

NOT LIMITED TO CLEARING AND GRUBBING.

IS ALSO TO MAKE HIS OWN DETERMINATION OF ALL QUANTITIES INCLUDING BUT

AFFECT THE TOTAL VOLUME OF SOIL REQUIRED FOR EXCAVATION. THE CONTRACTOR

CONDITIONS; WEATHER; CONTRACTOR EQUIPMENT SELECTION, ETC. MAY EACH

SUBMERGED STUMPS, LOGS AND ROOTS; LOCALIZED SOIL MAKEUP; GROUNDWATER

ONLY. INDIVIDUAL CONTRACTOR CONSTRUCTION TECHNIQUES, BURIED OR

EXCAVATION QUANTITIES ARE FURNISHED TO THE CONTRACTOR FOR INFORMATION

ESTIMATED TO MEET CROSS SECTIONS SHOWN IN THE SECTION PLAN SHEETS.

FURNISHED AND SHOW IN-PLACE EXCAVATION AND IN-PLACE BACKFILL VOLUMES

RIVERBED AND SHORELINE CROSS SECTIONS. EARTHWORK CALCULATIONS HAVE BEEN

DREDGING REQUIRED TO OBTAIN THE REQUIRED CROSS SECTIONS SHOWN ALONG THE

THE NUMBER OF TONS OF ROCK, CONCRETE, CUBIC YARDS OF EXCAVATION, AND

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THEIR OWN ESTIMATE OF

(AB) BID ITEM.

THROUGH THE TIME OF CONSTRUCTION. SUCH QUANTITIES ARE ESTIMATED IN THE

MIGHT OCCUR BETWEEN THE TIME THE EXISTING CROSS SECTIONS WERE TAKEN

VARIATIONS IN THE EXISTING CROSS SECTIONS DUE TO SETTLEMENTS WHICH

TO SETTLEMENT, CONSOLIDATION, SHRINKAGE, ELASTIC DISTORTION, ETC. OR

(AA) NEAT VOLUME DOES NOT INCLUDE ANY ADDITIONAL QUANTITY REQUIRED DUE

CHANNEL BOTTOM PROTECTION AS DEPICTED ON THE CONSTRUCTION PLANS. THE

TEMPLATE VOLUME REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED SLOPE AND

PLACEMENT AND RECYCLED CONCRETE (AA BID QUANTITY) ARE THE NEAT OR

8. THE QUANTITIES SHOWN ON THE PLANS AND IN THE BID DOCUMENTS FOR ROCK

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

US FISH AND WILDLIFE POINT OF CONTACT IS CHUCK HAYES 843-784-6262.

EACH WORK DAY.

GENERATED DURING CONSTRUCTION IS REMOVED FROM THE SITE AT THE END OF

PROPERTY. THE CONTRACTOR SHALL ENSURE THAT ANY TRASH OR LITTER

CONTRACTOR WILL NOT REMOVE ANYTHING, INCLUDING PLANTS, FOUND ON REFUGE

OR FEED ANY WILDLIFE THAT THEY MAY ENCOUNTER ON REFUGE PROPERTY. THE

REQUIRED WORK TO THE ABSOLUTE MINIMUM. THE CONTRACTOR SHALL NOT HARASS

SHALL RESTRICT THE REMOVAL OF VEGETATION NECESSARY TO ACCOMPLISH THE

ENVIRONMENTAL HEALTH OF THE REFUGE LANDS IS MAINTAINED THE CONTRACTOR

ORDER TO ENSURE THAT THE BIOLOGICAL INTEGRITY, DIVERSITY, AND

REFUGE IS OWNED AND OPERATED BY THE US FISH AND WILDLIFE SERVICE. IN

THE SAVANNAH NATIONAL WILDLIFE REFUGE. SAVANNAH NATIONAL WILDLIFE

2. THE PROJECT SITE LOCATIONS ARE ADJACENT TO LANDS THAT ARE A PART OF

PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

1. INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

A Y

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

H N -1

-B -5

X X

X X -X

X -X -X

X X

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

D E

N E

D B

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

®of Engineers

US Army Corps

C A

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G O

R Y C

O D

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S A

V A

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A H D

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U .S

A R

M Y C

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P S O

F E

N G

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R S

E S

T O

G L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H

G E

O R

D E

S C

F Y P

C W

M C

C O

O M

B 'S /R

L E C

U T C

L O

S U

R E

S A

N D C

H A

P R

O V

E M

E N

T S

G E

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ISSUED FOR CONSTRUCTION

k6enxjlh

07-MAY-2018 09:51

IP_PWP:dms20778\zibgi102.dgn

VH101

VH102

VH103

VH104

VH105

VH106 VH107

VH108

VH109

VH110

VH111

VH112

VH113

VH114

VH115

VH116

VH100

K E

Y P

L A

NOT TO SCALE

VH117

VH118

VH119

VH121 VH120

VH123

VH122

VH124

I-95

SC 170

SAVANNAH RIVER

MIDDLE RIVER

A Y

R E

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

42.2

42.0

41.9

41.7

41.4

41.3

41.0

40.9

40.7

40.6

40.5 40.3

40.2

39.9

39.8

39.7

39.6

39.6 39.6

39.5

39.5 39.5

39.4 39.4

39.4

39.3

39.2 39.1

39.1

39.0

39.0 39.0 39.0 39.0

39.0

38.9

38.7

38.6

38.5

38.5 38.5

38.4

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.1

38.0

38.0 37.9

37.8

37.7

37.6 37.6

37.6

37.5

37.4

37.2

37.1

37.0

36.9

36.8

36.6

36.4

36.0

35.9

35.8

35.5

35.2

35.1

35.0 35.0 34.9

34.9

34.7

34.6

34.5

34.3

34.1

34.0

33.9

33.6

33.4

33.3

33.1

33.0

32.9

32.8

32.7

32.7 32.7

32.7

32.7 32.7

32.7

32.6

32.5

32.5 32.5

32.5

32.5 32.5

32.5

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.3 32.3

32.3

32.3 32.3

32.3

32.2

32.2 32.2

32.1

32.0

31.8

31.7

31.6

31.5

31.4

31.3 31.3

31.3

31.2

31.2 31.2

31.2

31.1

31.0

30.9

30.8

30.7

30.6

30.5

30.4

30.3

30.2

30.1

30.0

29.9

29.8

29.7

29.6

29.5

29.4

29.3

29.2

29.1

29.0

28.9

28.8

28.7

28.6

28.5

28.4

28.3

28.2

28.1

28.0

27.9

27.8

27.7

27.6

27.5

27.4

27.3

27.2

27.1

27.1 27.1

27.0

26.9

26.8

26.7

26.6

26.5

26.4

26.3

26.2

26.1

26.0

25.9

25.8

25.7

25.6

25.5

25.4

25.3

25.2

25.1

25.0

24.9

24.8

24.7

24.6 24.6

24.6

24.5

24.5 24.5

24.4

24.3

24.2

24.1

24.1 24.1

24.0

23.9

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.6

22.5

22.4 22.4

22.4

22.3

22.2 22.2 22.2

22.2

22.1

22.0

22.0 22.0

21.9 21.9

21.9

21.8

21.7 21.7

21.7

21.6

21.5

21.4

21.3

21.2

21.1

21.0

20.9

20.8 20.8

20.8

20.8 20.8

20.7

20.6

20.5

20.4

20.4 20.4

20.4

20.4 20.4

20.3

20.2

20.1

20.0

19.9

19.8

19.7

19.6

19.6 19.6 19.6

19.6

19.5

19.5 19.5

19.5

19.4

19.4 19.4

19.4

19.3

19.2

19.2 19.2

19.1

19.1 19.1

19.1

19.0

19.0 19.0

19.0

18.9

18.8

18.8 18.8

18.8

18.7

18.7 18.7

18.7

18.6

18.5

18.5 18.5

18.5

18.4

18.3

18.3 18.3

18.3

18.2

18.1 18.1

18.1

18.0

18.0 18.0 18.0

18.0

17.9

17.8

17.8 17.8 17.8

17.8

17.7

17.6

17.6 17.6

17.6

17.5

17.5 17.5

17.5

17.4

17.4 17.4

17.4

17.3

17.2

17.2 17.2

17.2

.1 .1

17.1

17.0

17.0 17.0

17.0

16.9

16.8

16.8 16.8

16.8

16.7

16.7 16.7

16.7

16.7 16.7 16.7

16.7 16.7

16.7

16.7 16.7

16.7

16.6

16.6 16.6

16.6

16.6 16.6 16.6

16.6 16.6

16.6

16.5

16.5 16.5

16.5

16.4

16.4 16.4

16.4

16.3

16.3 16.3

16.3

16.2

16.2 16.2

16.2

16.1

16.1 16.1

16.1 16.1 16.1

16.1

16.1 16.1

16.1

16.0

16.0 16.0

16.0

16.0 16.0

16.0

15.9

15.9 15.9

15.9

15.9 15.9

15.9

15.9 15.9 15.9

15.9

15.9 15.9

15.9

15.9 15.9

15.9

15.8

15.8 15.8

15.8

15.7

15.7 15.7

15.7

15.6

15.6 15.6

15.6

15.6 15.6

15.6

15.6 15.6

15.6

15.5

15.5 15.5

15.5

15.5 15.5

15.5

15.5 15.5

15.5

15.4

15.4 15.4

15.4

15.4 15.4 15.4

15.4

15.4 15.4

15.4

15.4 15.4

15.4

15.3

15.3 15.3

15.3

15.3 15.3

15.3

15.3 15.3 15.3

15.3

15.3 15.3

15.3

15.3 15.3

15.3

15.2

15.2 15.2

15.2

15.1

15.1 15.1

15.1

15.1 15.1 15.1

15.1

15.1 15.1

15.1

15.1 15.1 15.1

15.1

15.0

15.0 15.0

15.0

15.0 15.0

15.0

14.9

14.9 14.9

14.9

14.8

14.8 14.8

14.8

14.8 14.8

14.8

14.8 14.8

14.8

14.7

14.7 14.7

14.7

14.7 14.7 14.7

14.7

14.7 14.7

14.7

14.6

14.6 14.6

14.6

14.5

14.5 14.5

14.5

14.5 14.5

14.5

14.4

14.4 14.4 14.4 14.4

14.4

14.4 14.4

14.4

14.4 14.4

14.4

14.3

14.3 14.3

14.3

14.3 14.3

14.3

14.3 14.3

14.3

14.2

14.2 14.2

14.2

14.2 14.2

14.2

14.2 14.2

14.2

14.1

14.0

14.0 14.0

14.0

14.0 14.0

14.0

14.0 14.0 14.0

14.0

13.9

13.9 13.9

13.9

13.9 13.9

13.9

13.8

13.8 13.8

13.8

13.8 13.8

13.8

13.8 13.8

13.8

13.7

13.7 13.7

13.7

13.7 13.7

13.7

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.6 13.6 13.6

13.6

13.6 13.6 13.6

13.6

13.6 13.6

13.6

13.5

13.5 13.5

13.5

13.4

13.4 13.4

13.4

13.4 13.4

13.4

13.4 13.4

13.4

13.3

13.3 13.3 13.3

13.3

13.3 13.3

13.3

13.2

13.2 13.2

13.2

13.2 13.2 13.2 13.2

13.2

13.2 13.2

13.2

13.1

13.1 13.1

13.1

13.0

13.0 13.0

13.0

13.0 13.0

13.0

12.9

12.8

12.8 12.8

12.7

12.7 12.7

12.7

12.7 12.7

12.7

12.7 12.7

12.7

12.6

12.6 12.6

12.6

12.5

12.5 12.5

12.5

12.4

12.4 12.4

12.4

12.4 12.4

12.4

12.3

12.3 12.3

12.3

12.3 12.3

12.3

12.2

12.2 12.2

12.2

12.2 12.2 12.2

12.2

12.2 12.2

12.1

12.1 12.1

12.1

12.1 12.1

12.1

12.1 12.1

12.1

12.0

12.0 12.0

12.0

11.9

11.9 11.9

11.9

11.9 11.9

11.9

11.8

11.8 11.8

11.8

11.8 11.8

11.8

11.8 11.8

11.8

11.8 11.8

11.7

11.7 11.7

11.7

11.7 11.7

11.7

11.7 11.7

11.7

11.6

11.6 11.6

11.6

6 11

11.6

11.5

11.5 11.5

11.5

11.5 11.5

11.5

11.5 11.5

11.5

11.4

11.4 11.4

11.4

11.4 11.4

11.4

11.4 11.4

11.4

11.4 11.4

11.4

11.3

11.3 11.3

11.3

11.3 11.3

11.3

11.3 11.3

11.3

11.2

11.2 11.2

11.2

11.1

1.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.0

11.0 11.0

11.0

11.0 11.0

11.0

10.9

10.9 10.9

10.9

10.9 10.9 10.9

10.9

10.9 10.9

10.9

10.9 10.9

10.9

10.9 10.9

10.9

10.8

10.8 10.8

10.8

10.7

10.7 10.7

10.7

10.7 10.7

10.7 10.7 10.7

10.7 10.7

10.7

10.6

10.6 10.6

10.6

10.6 10.6

10.6

10.5

0.5

10.5 10.5

10.5

10.5 10.5

10.5

10.4

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.1

10.1 10.1

10.1

10.1 10.1

10.1

10.0

10.0 10.0

10.0

9.9

9.9 9.9

9.9

9.99.9

9.9

9.9 9.9

9.9

9.9 9.9

9.9

9.99.9

9.9

9.8

.89 .8

9.8

9.89.8 9.8

9.8

9.8 9.8

9.8

9.89.8

9.8

9.7

.79

.79 .79

9.7

9.79.7

9.7

9.7 9.7

9.7

9.79.7

9.7

9.7 9.7

9.7

9.69.69.6

9.6

9.6 9.6

9.6

.69

9.6

.69 .69 .6

9.6

9.69.6

9.6

9.6 9.6

9.6

9.6 9.6

9.6

9.5

9.59.5

9.5

.59

9.5

9.59.59.5

9.5

9.5 9.5

9.5

9.5 9.5

9.5

5 9

9.5

9.4

9.4 9.4

9.4

.49

9.4

9.4 9.4

9.4

9.4 9.4

9.4

9.3

.39

9.3

9.39.3

9.3

9.39.3

9.3

9.3 9.3

9.3

9.3 9.3

9.3

9.2

9.29.2

9.2

9.2 9.2

9.2

9.29.2

9.2

9.29.2

9.2

9.29.2

9.2

9.29.2

9.2

.29 .2

9.2

9.29.2

9.2

9.29.29.2

9.2

9.2 9.2

9.1

9.1 9.1

9.1

9.1 9.1

9.1

9.1 9.1

9.1

.19 .19 .1

9.1

9.1 9.1

9.1

9.0

9.09.0

9.0

9.09.0

9.0

9.09.0

.09 .0

.09 .09 .09 .0

.09 .0

9.0

8.9

8.9 8.9

8.9

.98

.98 .9

8.9

8.98.9

8.9

8.98.9

8.9

8.8

8.8 8.8

8.8

8.88.8

8.8

8.8 8.8

8.8

8.88.8

8.8

8.8 8.8

8.8

.88 .8

8.8

8.88.8

8.8

8.7

8.78.7

8.7

8.78.7

8.7

8.7 8.7

8.7

.78 .78

.78 .7

8.7

8.78.78.7

8.78.7

8.7

8.78.7

8.7

8.6

8.6 8.6

8.6

8.6 8.6

8.6

8.6 8.6

8.6

8.6 8.6

.68

8.6

8.68.68.6

8.6

8.68.6

8.6

8.68.68.6

8.6

8.5

8.5 8.5

8.5

8.5 8.5

8.5

8.5 8.5

8.5

8.58.58.58.5

.58 .58 .5

.58

8.58.58.5 .5

8.5

8.58.58.5

8.5

8.5 8.5

8.5

8.58.58.5

8.5

8.5 8.5

8.5

8.4

8.48.4

8.4

8.4 8.4

8.4

8.4 8.4

8.4

8.4 8.4

8.4 8.4 8.4

8.4

8.4 8.4

8.4

.48

8.4

8.48.4

8.4 8.4

8.4

8.48.4

8.4

8.48.4

8.4 8.4

8.4

48.48.48.4

8.4

8.4 8.4

8.4

8.3

8.38.3

8.3

8.3 8.3

8.3

.38 .3

8.3

.38

8.3

8.3 8.3

8.3

8.38.38.3

8.3

8.3 8.3

8.3

8.38.38.3

8.3

.38

8.2

8.2 8.2

8.2

.28 .28

.28 .28 .2

.28 .2

.28

8.2 8.2

8.2

8.2 8.2

8.2

8.2 8.2

8.2

8.28.2

8.2

8.1

8.18.18.1

8.1

8.1 8.1

8.1

8.18.1

8.1

8.18.1

8.1

.18 .18 .18 .1

.18 .1

8.1

8.1 8.1

8.1

8.1 8.1

8.1

8.1 8.1

8.1

8.0

8.0 8.0

8.0

8.08.0

8.0

.08

8.0

.08 .0

.08 .08 .08 .0

.08 .0

8.0

8.0 8.0

8.0

8.0 8.0 8.0 8.0

.08 .0

7.9

.97

7.9

.97

7.9

7.97.9

7.9

7.9 7.9

7.9

7.97.9

7.9

.97 .9

7.9

7.97.9

7.9

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