W912ES18T0074_Attachments_Corrected.pdf

PDF 16 MB Posted Jun 25, 2018

Attached to: LD7 Rock IDIQ Federal contract opportunity
Solicitation number: W912ES18T0074
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

About this file

From the source

Corrected W912ES18T0074 Attachments

View the file

Other files for this federal contract opportunity

Other files attached to LD7 Rock IDIQ, newest first.
File	Type	Posted
W912ES18T0074_Amendment_001_LD7_Rock_IDIQ.pdf	PDF	Jun 28, 2018
W912ES18T0074_LD7_Rock_IDIQ.pdf	PDF	Jun 25, 2018
W912ES18T0074_Attachments.pdf	PDF	Jun 25, 2018
W912ES18T0074_LD7_Rock_IDIQ.pdf	PDF	Jun 25, 2018

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ATTACHMENTS

Attachment 1 – USGS La Crescent, Minnesota 7.5 Quadrangle Sheet

Attachment 2 – Approved Material Sources

Attachment 3 – Blank Submittal Register (ENG Form 4288‐R)

Attachment 4 – Gradation Forms:

R270 Riprap Gradation Curve

Riprap Gradation Analysis Worksheet, Method A

Riprap Gradation Analysis Worksheet, Method B

Attachment 5 – ENG Form 4025, Submittal Transmittal Form

Attachment 6 – Sample Submittal Register

Attachment 1 – USGS La Crescent 7.5 Minute Quadrangle Sheet

Imagery................................................NAIP, January 2010 Roads..............................................©2006-2010 Tele Atlas Names...............................................................GNIS, 2010 Hydrography.................National Hydrography Dataset, 2010 Contours............................National Elevation Dataset, 2010

▄▄OP

█n

█n█n

█n

0 1000

11001100

T104N R4W

T15N R7W

T105N R5W

T103N R4W

T105N R4W T16N R8W

T16N R7W

6 4

La Crosse Municipal Airport

§̈¦90

£¤14

£¤53

£¤14

£¤53

£¤14

¬«16

¬«16 ¬«33

¬«16 ¬«26

¬«16

¬«33

¬«16

¬«44

¬«16

¬«26

FOX CHASE DR

SELKE RD

BRI

N 3RD ST

S C

T S T S

BUCHNER PL

9T H

6T H

FISHE RMANS RD

T- 285

LANES VALLEY RD

T-258

S VA

BURNS VALLEY RD

BUEHLER RIDGE RD

MOUNT TOM BLVD

CO HWY 1

S 2ND ST

R S O

HINKLEY RD

CALLAWAY CT

JAY ST

GOULD ST

CO RD 21

CO RD 6

BECKMAN RD

S H

ILL

REGENT DR

WELKE DR

E A

CLINTON ST

6T H

A S T

LOST VALLEY DR

BIRCH ST

E TO

WN HA

T-314

CO RD 6

SEILER RD

K H

N 2ND ST

N 1ST ST

MOUNT TOM BLVD

CALLAWAY BLVD

CHURCH DR

STATE ST

CAUSEWAY BLVD

WALL ST

WINDSOR ST

N PINE CREEK RD

WALCKER RD

LORENZ RD

BURNS VALLEY RD

BLU

S 1ST ST

HARALSON LN

D A

SKY HARBOUR DR

LACRESENT C T

LIN

E S

D R

8T H

SAINT JAMES ST

N PINE CREEK RD

LEMKE RD

CO RD 18

VALLEY LN

S 11TH ST

N 4TH ST

N C H

SPILLWAY DR

OLIVET ST

RIVERV IE W

A D R

VINE ST

2N D S

T N

7T H

S SIM

S P L

HAGAR ST

TOWN

H ALL RD

INT

ST AERIE HEIGHTS LN

IDG

E S T

AIR

NAKOMIS AVE

DIVISION ST

E R D

T-314

BUTTERFIELD VALLEY RD

ASH ST

T-

T-282

TOWN HALL RD

HIL

LS DR

S 14TH ST

S 4TH ST

S 3RD ST

SHORE ACRES RD

BAUM GA RT NER

E D R

HOOD ST

SAINT CLOUD ST

3R D

7T H

S AVE

4T H

S AVE

COPELAND AVE

UPPER MISSISSIPPI RIVER NATIONAL

WILDLIFE AND FISH REFUGE

UPPER MISSISSIPPI RIVER NATIONAL

WILDLIFE AND FISH REFUGE

UPPER MISSISSIPPI RIVER NATIONAL

WILDLIFE AND FISH REFUGE

LA CROSSE CO

C O

WINONA CO

LA CROSSE CO

WINONA CO

HOUSTON CO

MINNESOTA

INNESOTA

ISCONSIN

WISCONSIN

MINNESOTA

WISCONSIN

Pool

La Plume Slough

Smith Slough

Broken Arrow Slough

French Slough

Dark Slough

East Channel

Richmond Bay

Pine Cr

Pin e Cr

Butterfield Cr

Thompson Cr

Pine Cr

Mississippi River

Root River

Mi ssi ssi pp i R ive r

Root River

Mi ssi ssi pp i R ive r

W est Channel

Mississippi River

Mi ssi ssi pp i R ive r

Lake Onalaska

Blue Lake

Target Lake

Crucifixion Cem

Prospect Hill Cem

Convent Cem

West Family

Cem

Saint Joseph's Catholic Cem

Pine Creek Catholic Cem

French Island Cem

Toledo Cem

Mount Calvary Cem

Hoffman Family Cem

Mount Hope Cem

LA CROSSE

French Island

West La Crosse

North La Crosse

Hokah

River Junction

La Crescent

North La Crosse

Lane Valley

L a n e

V a l l e y

B u r n s V a l l e y

P f e f f e r V a l l e y

L a n e V a l l e y

Minnesota Island

Taylor Island

French Island

Barron Island

Isle La Plume

Dresbach Bridge

Pettibone Beach

Black River

Public Beach

52'

34 6

17'

47'

52'FEET (MN S)43°

47'

50'

30"

22'

E 000

35 6

15'

43°45'

22'

6 000m

91°

50'

FEET (MN S)

000m

91°

30"

20'

30"

FEET (WI S)

FEET (MN S) FEET (WI S)

91°

33 36 17'30"

40 E

15'

30"

FEET (MN S)

45'

34 37 000

000m

43°

30"

000m

6 36

30"

FEET (WI S)

20'

6 35 37

3 39

91°

43°

MINNESOTA

QUADRANGLE LOCATION

LA CRESCENT QUADRANGLE

MINNESOTA-WISCONSIN

7.5-MINUTE SERIES

LA CRESCENT, MN-WI

Expressway Local Connector

ROAD CLASSIFICATION

Ramp 4WD Secondary Hwy Local Road

Interstate Route State RouteUS RouteWX ./ H

LA CRESCENT, MN-WI

ROAD CLASSIFICATION

Check with local Forest Service unit for current travel conditions and restrictions.

FS Primary Route FS High Clearance Route

FS Passenger Routeª« - ▬

Interstate Route State RouteUS RouteWX ./ H

Expressway Local Connector

Ramp 4WD Secondary Hwy Local Road

U.S. DEPARTMENT OF THE INTERIOR

U.S. GEOLOGICAL SURVEY

1 Pickwick

8 Stoddard

2 Holmen 3 Onalaska 4 Mound Prairie 5 La Crosse 6 Caledonia 7 Brownsville

ADJOINING QUADRANGLES

1 2 3

4 5

6 7 8

This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.

A metadata file associated with this product is draft version 0.6.19

CONTOUR INTERVAL 20 FEET

NORTH AMERICAN VERTICAL DATUM OF 1988

SCALE 1:24 000

1000 500 0 METERS 1000 2000

21KILOMETERS00.51

1 0.5 0

MILES

1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000

FEET

Imagery..................................................NAIP, July 2013 Roads................................ U.S. Census Bureau, 2015 - 2016 Names..........................................................GNIS, 2016 Hydrography....................National Hydrography Dataset, 2013 Contours............................National Elevation Dataset, 1999 Boundaries............Multiple sources; see metadata file 1972 - 2016 Public Land Survey System..................................BLM, 2014 Wetlands.........FWS National Wetlands Inventory 1977 - 2014

North American Datum of 1983 (NAD83) World Geodetic System of 1984 (WGS84). Projection and 1 000-meter grid: Universal Transverse Mercator, Zone 15T

Produced by the United States Geological Survey

10 000-foot ticks: Minnesota Coordinate System of 1983 (south zone), Wisconsin Coordinate System of 1983 (south zone) This map is not a legal document. Boundaries may be generalized for this map scale. Private lands within government reservations may not be shown. Obtain permission before entering private lands.

North American Datum of 1983 (NAD83) World Geodetic System of 1984 (WGS84). Projection and 1 000-meter grid: Universal Transverse Mercator, Zone 15T

Produced by the United States Geological Survey

10 000-foot ticks: Minnesota Coordinate System of 1983 (south zone), Wisconsin Coordinate System of 1983 (south zone)

This map is not a legal document. Boundaries may be generalized for this map scale. Private lands within government reservations may not be shown. Obtain permission before entering private lands.

Imagery<IMG_LEADER><IMG_CITATION> Roads<TRANS_LEADER> U.S. Census Bureau, 2015 - 2016 Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016 Names...............................................................GNIS, 2016 Hydrography<HYDRO_LEADER>National Hydrography Dataset, <HYDRO_DATE> Contours<HYPSO_LEADER><HYPSO_CITATION> Boundaries............Multiple sources; see metadata file 1972 - 2016

<OPTIONAL_CITATIONS>

Wetlands.........FWS National Wetlands Inventory 1977 - 2014

U.S. National Grid 100,000-m Square ID

Grid Zone Designation

15T

UTM GRID AND 2016 MAGNETIC NORTH

DECLINATION AT CENTER OF SHEET

1° 10´

21 MILS

1° 7´

20 MILS

N G

A R

U S

G S

Attachment 2 – Approved Material Sources

Approved Material Sources for Lock 7 Rock Supply

1. The following should be capable of producing acceptable quality riprap for the subject project:

Quarry/Operator Quarry Location

Zogg Quarry SE 1/4, Sec 27, T 14 N, R 7 W The Kraemer Co. Vernon County, WI Plain, WI

(608) 546-2255

Medary Quarry Sec 22, T 16 N, R 7 W Milestone Materials La Crosse County, WI Onalaska, WI

(608) 783-6411

Abnet Quarry Sec. 2, T 104 N, R 5 W LaCrescent Rock Products Houston County, MN La Crescent, MN

(507) 895-4202

Chicken Ridge Quarry SE ¼, Section 22, T 104 N, R 5 W Botcher Construction Co. Houston County, MN Houston, MN

(507) 896-3723

Attachment 3 – Blank Submittal Register (ENG Form 4288‐R)

DESCRIPTION OF

ITEM SUBMITTED

A C T I V I T Y

N O a.

TRANS-

MITTAL

NO.

I T E M

N O c.

SPECIFICATION

PARAGRAPH

NUMBER

TYPE OF SUBMITTAL CLASSI-

FICATION

D A T A f.

D R A W I N G S g.

I N S T R U C T I O N S h.

S C H E D U L E S i.

S T A T E M E N T S j.

R E P O R T S k.

C E R T I F I C A T E S l.

S A M P L E S m.

R E C O R D S n.

O M

M A N U A L S o.

SUBMITTAL REGISTER

(ER 415 1-10)

TITLE AND LOCATION CONTRACTOR

CONTRACT NO.

SPECIFICATION SECTION

I N F O R M A T I O N p.

O N L Y

G O V E R N M E N T q.

A P P R O V E D

R E V I E W E R r.

CONTRACTOR

SCHEDULE DATES

SUBMIT

APPROVAL

NEEDED

MATERIAL

NEEDED

C O D E v.

CONTRACTOR

ACTION

DATE

SUBMIT

GOVERN

MENT

C O D E y.

GOVERNMENT

ACTION

DATE

REMARKS

aa.

ENG FORM 4288-R, JAN 97 EDITION OF MAR 95 IS OBSOLETE. PAGE PAGES (Proponent: O

Attachment 4 – Gradation Forms:

R270 Riprap Gradation Curve

Riprap Gradation Analysis Worksheet, Method A

Riprap Gradation Analysis Worksheet, Method B

ENG FORM 4055 (COMPUTER GENERATED)

110100100010000

T C

B Y

G H

B Y

G H

8 4

6 2

2 3

6 2 6 2

6 1 3 9 8

2.65

WEIGHT OF STONES IN POUNDS

(ASSUMING STONE SHAPE MIDWAY BETWEEN A SPHERE AND CUBE)

SPECIFIED GRADATION ASSUMES A SPECIFIC

GRAVITY OF STONE EQUAL TO 2.65

3457 6

PROJECT ___________________________________

AREA ______________________________________

DATE

RIPRAP/ROCKFILL GRADATION CURVE

SIZE OF STONE IN INCHES

SPECIFIC GRAVITY OF STONE = 2.65

MVP Standard Riprap Gradtion

R270

May 2018

WORK SHEET FOR GRADATION ANALYSIS OF RIPRAP

METHOD A

Project Name: Date:

Riprap Type: Test No.

Source, Quarry, or Pit:

Sample Location: Test Made By:

Part 1. Weigh all stones larger than 5 pounds and record.

(1) PASSING WT. 5 lbs.

(2) RETAINED WT. 5 lbs. PAN

(3) ------- -------

(4) TOTALS

Rows (1) & (2) Enter 5 to 7 weight classes to yield approx. 75%, 50%, 30%, and 15% finer points.

Row (3) List weight of each stone. Attach additional sheets if necessary.

Row (4) Add all individual stone weights listed in each column.

Part 2. Summary Table.

(5) WEIGHT CLASSES (6) (7) (8)

PASSING RETAINED TOTAL WEIGHT CUMMULATIVE TOTAL PERCENT

(stone wt. (stone wt. EACH CLASS WEIGHT PASSING PASSING in lbs.) in lbs.) (lbs.) (lbs.) (%)

5 lbs.

5 lbs. PAN

SAMPLE TOTAL -------- --------

Column (5) Enter same weight classes used in Rows (1) and (2).

Column (6) Enter weights of material from Row (4) Column (7) Add column (6) from bottom up to get cumulative weight passing.

Column (8) Divide column (7) by sample total to get total percent passing.

WORK SHEET FOR GRADATION ANALYSIS OF RIPRAP

METHOD B

Project Name: Date:

Riprap Type: Test No.

Source, Quarry, or Pit:

Sample Location: Test Made By:

Part 1. Separate rock into 5 to 7 piles, ordered by size. The largest pile should contain 2 to 5 stones. Intermediate piles between the largest stones and those smaller than 5 pounds should be approximately equal in total weight. Separate all stones before weighing.

Part 2. Summary Table.

(1) WEIGHT CLASSES (2) (3) (4)

PASSING RETAINED TOTAL WEIGHT CUMMULATIVE TOTAL PERCENT

(stone wt. (stone wt. EACH CLASS WEIGHT PASSING PASSING in lbs.) in lbs.) (lbs.) (lbs.) (%)

5 lbs.

5 lbs. PAN

SAMPLE TOTAL -------- --------

Column (1) Weight the smallest and largest stone in each pile. If weight classes overlap, adjust stones as necessary and repeat.

Column (2) Weigh the total amount of rock in each pile and record.

Column (3) Add column (2) from bottom up to get cumulative weight passing.

Column (4) Divide column (3) by sample total to get total percent passing.

Attachment 5 – Blank Submittal Transmittal Form (ENG Form 4025)

ENG FORM 4025, MAY 2017 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2

U.S. Army Corps of Engineers (USACE)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO:

PROJECT TITLE AND LOCATIONSPECIFICATION SEC. NO. (Cover only one section with each transmittal)

FROM: CONTRACT NO. CHECK ONE:

THIS TRANSMITTAL IS FOR: (Check one)

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

FIO GA DA CR DA/CR DA/GA

ITEM

NO.

(See

Note 3)

USACE

ACTION

CODE

(Note 9)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

COPIES

SPEC.

PARA. NO.

DRAWING

SHEET NO.

CONTRACTOR

REVIEW

CODE

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

a. i.c. d. e. f. g. h.b.

CONTRACT DOCUMENT

REFERENCE

REMARKS

SECTION II - APPROVAL ACTION

I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIGNATURE OF CONTRACTOR

NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATEENCLOSURES RETURNED (List by item No.)

ENG FORM 4025, MAY 2017 Page 2 of 2

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

Attachment 6 – Sample Submittal Register

SUBMIT

APPROVAL

NEEDED BY

MATERIAL

NEEDED BY

DATE OF

ACTION

DATE

FWD

APPR

AUTH/

DATE

RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

DATE OF

ACTION

(a) (b) (c ) (d) (e ) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r )

Material Sources 2.2

Method of Processing Riprap 2.1.5

Initial Gradation Test Results 2.4

Periodic Gradation Tests 2.4.6

Weighing Operations Plan 1.4.1.1.1

Scale Certification 1.4.1

Delivery Tickets 1.4.1.1

Daily Delivery Reports 1.4.1.1

MAILED

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

SUBMITTAL REGISTER CONTRACT NO.

CONTRACTORTITLE AND LOCATION

Lock 7 Rock Supply Contract

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

DESCRIPTION

ITEM SUBMITTED

contno:

titlelocation:

contractor:

specsection:

a1:

a2:

a3:

a4:

a5:

a6:

a7:

a8:

a9:

a10:

a11:

a12:

a13:

a14:

a15:

a16:

a17:

a18:

a19:

a20:

a21:

a22:

a23:

transno2:

transno3:

transno4:

transno5:

transno6:

transno7:

transno8:

transno9:

transno10:

transno11:

transno12:

transno13:

transno14:

transno15:

transno16:

transno17:

transno18:

transno1:

transno19:

transno20:

transno21:

transno22:

transno23:

c1:

c2:

c3:

c4:

c5:

c6:

c7:

c8:

c9:

c10:

c11:

c12:

c13:

c14:

c15:

c16:

c17:

c18:

c19:

c20:

c21:

c22:

c23:

d1:

d2:

d3:

d4:

d5:

d6:

d7:

d8:

d9:

d10:

d11:

d12:

d13:

d14:

d15:

d16:

d17:

d18:

d19:

d20:

d21:

d22:

d23:

e1:

e2:

e3:

e4:

e5:

e6:

e7:

e8:

e9:

e10:

e11:

e12:

e13:

e14:

e15:

e16:

e17:

e18:

e19:

e20:

e21:

e22:

e23:

f1: Off

g1: Off

h1: Off

i1: Off

j1: Off

k1: Off

m1: Off

n1: Off

o1: Off

p1: Off

q1: Off

r1: Off

f2: Off

f3: Off

f4: Off

f5: Off

f6: Off

f7: Off

f8: Off

f9: Off

f10: Off

f11: Off

f12: Off

f13: Off

f14: Off

f15: Off

f16: Off

f17: Off

f18: Off

f19: Off

f20: Off

f21: Off

f22: Off

f23: Off

g2: Off

g3: Off

g4: Off

g5: Off

g6: Off

g7: Off

g8: Off

g9: Off

g10: Off

g11: Off

g12: Off

g13: Off

g14: Off

g15: Off

g16: Off

g17: Off

g18: Off

g19: Off

g20: Off

g21: Off

g22: Off

g23: Off

h2: Off

h3: Off

h4: Off

h5: Off

h6: Off

h7: Off

h8: Off

h9: Off

h10: Off

h11: Off

h12: Off

h13: Off

h14: Off

h15: Off

h16: Off

h17: Off

h18: Off

h19: Off

h20: Off

h21: Off

h22: Off

h23: Off

i2: Off

i3: Off

i4: Off

i5: Off

i6: Off

i7: Off

i8: Off

i9: Off

i10: Off

i11: Off

i12: Off

i14: Off

i13: Off

i15: Off

i16: Off

i17: Off

i18: Off

i19: Off

i20: Off

i21: Off

i22: Off

i23: Off

j2: Off

j3: Off

j4: Off

j5: Off

j6: Off

j7: Off

j8: Off

j9: Off

j10: Off

j11: Off

j12: Off

j13: Off

j14: Off

j15: Off

j16: Off

j17: Off

j18: Off

j19: Off

j20: Off

j21: Off

j22: Off

j23: Off

k2: Off

k3: Off

k4: Off

k5: Off

k6: Off

k7: Off

k8: Off

k9: Off

k10: Off

k11: Off

k12: Off

k13: Off

k14: Off

k15: Off

k16: Off

k17: Off

k18: Off

k19: Off

k20: Off

k21: Off

k22: Off

k23: Off

l2: Off

l3: Off

l4: Off

l1: Off

l5: Off

l6: Off

l7: Off

l8: Off

l9: Off

l10: Off

l11: Off

l12: Off

l13: Off

l14: Off

l15: Off

l16: Off

l17: Off

l18: Off

l20: Off

l19: Off

l21: Off

l22: Off

l23: Off

m2: Off

m3: Off

m4: Off

m5: Off

m6: Off

m7: Off

m8: Off

m9: Off

m10: Off

m11: Off

m12: Off

m13: Off

m14: Off

m15: Off

m16: Off

m17: Off

m18: Off

m19: Off

m20: Off

m21: Off

m22: Off

m23: Off

n2: Off

n3: Off

n4: Off

n5: Off

n6: Off

n7: Off

n8: Off

n9: Off

n10: Off

n11: Off

n12: Off

n13: Off

n14: Off

n15: Off

n16: Off

n17: Off

n18: Off

n19: Off

n20: Off

n21: Off

n22: Off

n23: Off

o2: Off

o3: Off

o4: Off

o5: Off

o6: Off

o7: Off

o8: Off

o9: Off

o10: Off

o11: Off

o12: Off

o13: Off

o14: Off

o15: Off

o16: Off

o17: Off

o18: Off

o19: Off

o20: Off

o21: Off

o22: Off

o23: Off

p2: Off

p3: Off

p4: Off

p5: Off

p6: Off

p7: Off

p8: Off

p9: Off

p10: Off

p11: Off

p12: Off

p13: Off

p14: Off

p15: Off

p16: Off

p17: Off

p18: Off

p19: Off

p20: Off

p21: Off

p22: Off

p23: Off

q2: Off

q3: Off

q4: Off

q5: Off

q6: Off

q7: Off

q8: Off

q9: Off

q10: Off

q11: Off

q12: Off

q13: Off

q14: Off

q15: Off

q16: Off

q17: Off

q18: Off

q19: Off

q20: Off

q21: Off

q22: Off

q23: Off

r2: Off

r3: Off

r4: Off

r5: Off

r6: Off

r7: Off

r8: Off

r9: Off

r10: Off

r11: Off

r12: Off

r13: Off

r14: Off

r15: Off

r16: Off

r17: Off

r19: Off

r20: Off

r18: Off

r21: Off

r22: Off

r23: Off

s1:

s2:

s3:

s4:

s5:

s6:

s7:

s9:

s8:

s10:

s11:

s12:

s13:

s14:

s15:

s16:

s17:

s18:

s19:

s20:

s21:

s22:

s23:

t1:

t2:

t3:

t4:

t6:

t5:

t7:

t8:

t9:

t10:

t12:

t11:

t13:

t14:

t15:

t16:

t17:

t18:

t19:

t20:

t21:

t22:

t23:

u1:

u2:

u3:

u4:

u5:

u6:

u7:

u8:

u9:

u10:

u11:

u12:

u13:

u14:

u15:

u16:

u17:

u18:

u19:

u21:

u20:

u22:

u23:

v2:

v3:

v4:

v5:

v6:

v7:

v8:

v9:

v10:

v11:

v12:

v13:

v14:

v15:

v16:

v17:

v18:

v19:

v20:

v21:

v22:

v23:

w1:

w2:

w3:

w4:

w5:

w6:

w7:

w8:

w9:

w10:

w11:

w12:

w13:

w14:

w15:

w16:

w17:

w18:

w19:

w20:

w21:

w22:

w23:

x1:

x2:

x3:

x4:

x5:

x6:

x7:

x8:

x9:

x10:

x11:

x12:

x13:

x14:

x15:

x16:

x17:

x18:

x19:

x20:

x21:

x22:

x23:

y1:

y2:

y3:

y4:

y5:

y6:

y7:

y8:

y9:

y10:

y12:

y14:

y13:

y11:

y16:

y17:

y18:

y19:

y20:

y21:

y22:

y23:

z1:

z2:

z3:

z4:

z5:

z6:

z7:

z8:

z9:

z10:

z11:

z12:

z13:

z14:

z16:

z15:

z17:

z21:

z18:

z19:

z20:

z22:

z23:

aa1:

aa2:

aa3:

aa4:

aa5:

aa6:

aa7:

aa8:

aa9:

aa10:

aa11:

aa12:

aa13:

aa14:

aa17:

aa15:

aa16:

aa18:

aa20:

aa19:

aa21:

aa22:

aa23:

pageof:

pagelast:

File details come from the government source that posted it.