Opens August 20 ? W Airport Rd. Street, Watermain, and Sanitary Sewer Improvements ? Plan Drawings

TEEHS
ELTIT
JO DAVIESS
STEPHENSON WINNEBAGO BOONE McHENRY LAKE
CARROLL
OGLE
KANE
DE KALB
DU PAGE
COOK
WHITESIDE LEE
KENDALL
ROCK ISLAND HENRY BUREAU LA SALLE WILL
GRUNDY
MERCER
PUTNAM
KANKAKEE
STARK
MARSHALL
O N KNOX
HE N DE RS WARREN PEORIA WOODFORD LIVINGSTON IROQUOIS
McDONOUGH FULTON TAZEWELL MCLEAN FORD
HANCOCK
MASON
SCHUYLER De WITT CHAMPAIGN
LOGAN VERMILLION
MENARD
ADAMS
BROWN CASS PIATT
MACON
MORGAN SANGAMON DOUGLAS
PIKE SCOTT MOULTRIE EDGAR
CHRISTIAN COLES
SHELBY
C A LH
O
GREENE
MACOUPIN MONTGOMERY
CUMBERLAND CLARK
U
N
JERSEY
EFFINGHAM
FAYETTE JASPER CRAWFORD
BOND
MADISON
CLAY RICHLAND LAWRENCE
MARION
CLINTON
SAINT CLAIR
WAYNE
J.U.L.I.E.
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION
1-800-892-0123 OR 811
THE LOCATIONS OF THOSE BURIED AND ABOVEGROUND UTILITIES SHOWN ARE
APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY,
AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE
IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY
THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN
ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY
NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND UTILITY
LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY
UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY
COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS
ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAIN THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR MUST CONTACT J.U.L.I.E.
48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
SDRAWDE WABASH
WASHINGTON
MONROE JEFFERSON
RANDOLPH PERRY HAMILTON WHITE
FRANKLIN
JACKSON WILLIAMSON GALLATIN SALINE
HARDIN
UNION JOHNSON POPE
ALEXAN
PULASKI MASSAC
D
ER
END CONSTRUCTION
SCHUTZBACH STREET
STA. 118+50.48
BEGIN CONSTRUCTION
WEST AIRPORT ROAD
END CONSTRUCTION
STA. 251+65.64 ) WEST AIRPORT ROAD
t
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BEGIN CONSTRUCTION (
SCHUTZBACH STREET 5
STA. 103+66.26 4
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Know what's
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INDEX OF SHEETS STANDARDS
1 TITLE SHEET 280001-07 Temporary Erosion Control Systems
2 INDEX OF SHEETS AND STANDARDS 420001-10 Pavement Joints
4 GENERAL NOTES AND DETAIL SHEET 542301-03 Precast Reinforced Concrete Flared End Section
5 DETAILS SHEET 602301-04 Inlet, Type A
6 SUMMARY OF QUANTITIES SHEET 602306-03 Inlet, Type B
7-10 SCHEDULE OF QUANTITIES SHEET 602401-07 Precast Manhole Type A 4' (1.22 m) Diameter
12-13 REMOVAL PLAN SHEETS
14-20 PLAN AND PROFILE SHEETS 602601-06 Precast Reinforced Concrete Flat Slab Top
602701-02 Manhole Steps
604001-05 Frame and Lids Type 1
27-37 CROSS SECTION SHEETS
606001-08 Concrete Curb Type B and Combination Concrete Curb and Gutter
701001-02 Off-Road Operations, 2L, 2W, More Than 15' (4.5 m) Away
701006-05 Off-Road Operations, 2L, 2W, 15' (4.5 m) to 24" (600 mm) from Pavement Edge
701326-04 Lane Closure, 2L 2W, Pavement Widening, for Speeds 45 mph
701901-08 Traffic Control Devices
720001-01 Sign Panel Mounting Details
720006-04 Sign Panel Erection Details
780001-05 Typical Pavement Markings
SDRADNATS
DNA
STEEHS
FO
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420101-07 24' (7.2 m) Jointed PCC Pavement
602416-09 Precast Manhole Type A 8' (2.44 m) Diameter
21-22 INTERSECTION GRADING PLAN SHEET
23-26 PAVEMENT MARKINGS AND EROSION CONTROL SHEET
604011-05 Frame and Grate Type 3V
604036-03 Grate Type 8
701301-04 Lane Closure, 2L, 2W, Short Time Operations
701311-03 Lane Closure, 2L, 2W, Moving Operations - Day Only
701501-06 Urban Lane Closure, 2L 2W, Undivided
728001-01 Telescoping Steel Sign Support
B.L.R. 22-7 Typical Application of Traffic Control Devices for Construction on Rural Local Highways
SHEET #
2
JOB #
24005 BG1
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3 CONTROL AND BENCHMARKS SHEET
11 TYPICAL SHEET 602402-03 Precast Manhole Type A 5' (1.52 m) Diameter
606301-04 PC Concrete Islands and Medians
78000001 Pavement Marking and Raised Reflective Pavement Markers

7
9
+
9
1
1
0
0
+
9
1
1
250+00 251+00 + 0 0 252+00 253+00 254+00 255+00 256+00 257+00 CP #16 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 CP #6
8 CP #14 268+00
1 258+00
1
267+00 268+05
0
0
+
BM #10
7
1
1
CP #17
CP #15
0 CP #13
0
+
6
1
1
0
0
+
5
1
1
0
0
+
4
1
1
0
0
+
3 1
1
BM #12
0
0
+
2
1
1
0
0
+
1
1
1
CP #18
0
0
+
0
1
1
0
0
+
9
0 50 100
0
1
0
0
+
8
0
1 Point Table
0 Point # Northing Easting Elevation Description
0
+
7 6 877547.88 923437.99 576.74 IP CP #6
0
1
10 877415.70 923237.34 578.06 BM #10
11 876123.42 921737.95 578.28 BM #11
0
0
+ 12 876971.88 922707.50 579.56 BM #12
6
0
1 13 877346.74 923170.00 576.76 IP CP #13 CP #19
14 877507.94 923271.21 577.87 IP CP #14
CP #20 0
0 15 877365.50 922749.66 578.94 IP CP #15
+
5
CP #31 0 16 877532.13 922353.92 578.33 IP CP #16
1
17 877380.47 921926.79 579.13 IP CP #17
0 18 876749.75 921835.22 579.07 IP CP #18
0
+ BM #11
4 19 876281.85 921794.96 578.49 IP CP #19
0
1
20 876243.19 921616.21 579.07 IP CP #20
7 31 876200.02 921624.84 579.47 IP CP #31
0
+ SHEET #
3
0
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3

5'
%4
0.8% 0.8%
10'
%6 %6
LEGEND
IRON PIN FOUND
1/4 1/4" IRON PIN FOUND
"A"
IP IRON PIPE FOUND
SCHUTZBACH AVE
N&W NAIL & WASHER FOUND
N NAIL FOUND
EXPANSION JOINT
"C"
PK PK NAIL FOUND
SIDEWALK 5' TYP
MANDATORY JOINT RR RAILROAD SPIKE FOUND
"B" T "T" FENCE POST FOUND
"X" CHISELED "X" IN CONCRETE FOUND
BACK OF IMPROVEMENT
DH DRILLED HOLE IN CONCRETE FOUND
SURVEY DISC FOUND
STONE FOUND
TREE (DECIDUOUS)
TREE (EVERGREEN)
FIRE HYDRANT
WATER METER
WATER MAIN (EXISTING)
WATER SERVICE LINE (EXISTING)
VALVE (GAS OR WATER)
GAS METER
GAS MAIN (EXISTING)
GAS SERVICE LINE (EXISTING)
C CABLE TV PEDESTAL
UNDERGROUND CABLE TV (EXISTING)
T TELEPHONE PEDESTAL
T TELEPHONE MANHOLE
TELEPHONE CABLE (EXISTING)
TELEPHONE SERVICE WIRE (EXISTING)
POWER POLE
POWER POLE w/LIGHT
GUY ANCHOR
LIGHTPOLE (EXISTING)
SIDEWALK LIGHT (EXISTING)
E ELECTRIC PEDESTAL
OVERHEAD ELECTRIC (EXISTING)
UNDERGROUND ELECTRIC (EXISTING)
L/S LANDSCAPING
STREET SIGN (EXISTING)
SIGN (EXISTING)
FENCE POST
FENCE SLIATED
DNA
SETON
LARENEG
1. Pavement grades shown are at the top of pavement surfaces, unless otherwise noted in the plans.
PCC DRIVEWAY PAVEMENT, 8"
5' S\W AREA 3'
2. Erosion control measures shall be in accordance with IDOT Specifications. Placement shall be directed by
1.5%
DEPRESSED CURB
the Engineer.
(2% MAX.) 1.5%
VARIABLE
3. All elevations refer to U.S.G.S. mean sea level datum.
CONSTRUCTION 4. Any reference to a standard in the plans shall be interpreted to mean the edition as indicated by the
JOINT, MONOLITHIC CONSTRUCTION sub-number listed on Sheet 2.
WILL NOT BE ALLOWED
5. Before ordering storm sewers, pipe culverts or pipe drains, the Contractor shall consult the Engineer for
exact lengths.
6. Aggregate Base Course, Type A, Calculated at a rate of 2.05 TON/CY
7. Aggregate Subgrade Improvements Calculated at a rate of 1.50 TON/CY
8. The Soil Cement Subbase shall have a cement application rate of 9% (83 lbs. per sq yd)
9. Monolithic construction of Curb and Gutter with P.C.C. Pavement will not be allowed during construction
10.The length of storm sewer is measured from the inside edge to the inside edge of the structure.
11.Finish for the PCC Pavement shall be a broom with light tining.
12. All references to Hot Tar Joint Sealant shall be replaced with a self leveling (SL) Light Grey Caulking. with
material matching the color of the concrete, and meeting the requirements of Article 1050.03 of the standard
specifications for road and bridge construction. All Transverse Contraction joints shall also be sealed from
Centerline to back of curb. The caulking shall be incidental to scope of work & the contractor will not receive
additional payment for caulking.
13. All Inlets where practical shall have a minimum 3" adjusting ring included between the casting and the top
of structure.
14. Curb and Gutter, Sidewalks, Slabs, & PCC Driveway Pavement
a. Concrete walks shall be in accordance with IDOT Std. Specs unless otherwise shown, locate
sidewalk contraction joints @ 5' on center and expansion joints @ 50' on center for sidewalks.
b. Dowel bars shall be used when PCC driveways are placed adjacent to any existing concrete. The
dowel bars shall be 1.5' in length and shall be placed on 1' centers. The dowel bar shall be included
in the price of portland cement concrete driveway of the type and depth specified.
15. Earth excavation quantity includes 1 inch of cut for soil cement application.
GRADING DETAIL FOR DOUBLE INLETS
SHEET #
4
JOB #
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TRENCH BACKFILL DETAIL UNDER SOIL CEMENT
EXISTING GROUND 9" PCC PAVEMENT
4" AGGREGATE BASE COURSE
1' SOIL CEMENT
TRENCH BACKFILL
(CUBIC YARDS)
HEIGHT
DEPTH
4"
WIDTH

2" Sawed Expansion Joint and Cap
Expansion Material with NP1 Joint Selant Place 2 Layers of Polyethylene
Finish corners Sheeting over Slab as Bond Breaker
2
with edger prior to PCC Pavement pour
(50)
Aggregate Base
3 (20) Course, Type A
9" Preformed flexible 4
foam joint filler
4" 4"
6" 6"
6
PCC Connector Sleeper Slab
Epoxy Coated No. 5 12" SOIL CEMENT Epoxy Coated No. 5
Reinforcing Bars (2 Each) (83 lbs per SQ YD) Reinforcing Bars @ 12" C-C
6'
1'
4'
Back of Curb
Epoxy Coated No. 5
Reinforcing Bars (2 Each)
33.16'
(46.16' FOR ALTERNATE)
Epoxy Coated No. 5
Reinforcing Bars @ 12" C-C
4' long
Back of Curb
2" Sawed Expansion Joint and Cap
1'
Expansion Material with NP1 Joint Selant
PCC Connector Sleeper Slab
SLIATED
SHEET #
5
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SIDE VIEW
10" PCC SLEEPER PAD FOR EXPANSION JOINT @ STATION 105+36.55, 117+34.55, 253+01.36 AND 266+14.36
PLAN VIEW

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SUMMARY OF QUANTITIES (ALTERNATE)
SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES
ITEM No. ITEM UNIT QUANTITY
ITEM No. ITEM UNIT QUANTITY ITEM No. ITEM UNIT QUANTITY
* 20200100 EARTH EXCAVATION CU YD 2067
* 20200100 EARTH EXCAVATION CU YD 5431
STORM SEWERS, RUBBER GASKET,
550A2360 FOOT 1,511 CLASS A, TYPE 1 24" * 30300011 TON 785
REMOVAL AND DISPOSAL OF AGGREGATE SUBGRADE IMPROVEMENT
* 20201200 CU YD 1965
UNSUITABLE MATERIAL
STORM SEWERS, RUBBER GASKET,
550A2380 FOOT 128 35100100 AGGREGATE BASE COURSE, TYPE A TON 551
CLASS A, TYPE 1 30"
* 20400800 FURNISHED EXCAVATION CU YD 5934
STORM SEWERS, RUBBER GASKET, * 35200420 SQ YD 920
550A2410 FOOT 74 PROCESSING SOIL-CEMENT BASE COURSE 12"
20800150 TRENCH BACKFILL CU YD 190.5 CLASS A, TYPE 1 42"
TEMPORARY EROSION CONTROL MANHOLES, TYPE A, 4'-DIAMETER, 35200500 100 WT 764
28000250 POUND 400 60219000 EACH 11 CEMENT
SEEDING TYPE 8 GRATE
28000305 TEMPORARY DITCH CHECKS FOOT 7 MANHOLES, TYPE A, 5'-DIAMETER, 42000060 SQ YD 2139 60221700 EACH 1 WELDED WIRE REINFORCEMENT
TYPE 8 GRATE
28000500 INLET AND PIPE PROTECTION EACH 57 PORTLAND CEMENT CONCRETE PAVEMENT 9"
MANHOLES, TYPE A, 8'-DIAMETER, * 42000401 SQ YD 2139
60224457 EACH 1 (JOINTED)
TYPE 1 FRAME, OPEN LID
AGGREGATE SUBGRADE
* 30300011 TON 121
IMPROVEMENT PORTLAND CEMENT CONCRETE DRIVEWAY
INLETS, TYPE A, TYPE 3V FRAME AND 42300200 SQ YD 40
60235705 EACH 14 PAVEMENT, 6"
GRATE
35100100 AGGREGATE BASE COURSE, TYPE A TON 2,135
42400100 PORTLAND CEMENT CONCRETE SIDEWALK, 4" SQ FT 1206
60236200 INLETS, TYPE A, TYPE 8 GRATE EACH 11
PROCESSING SOIL-CEMENT BASE
* 35200420 SQ YD 9,400
COURSE 12" 42400410 SQ FT 149
PORTLAND CEMENT CONCRETE SIDEWALK, 8"
INLETS, TYPE B, TYPE 3V FRAME AND
60240222 EACH 14
GRATE
35200500 CEMENT 100 WT 7,802 44000100 PAVEMENT REMOVAL SQ YD 393
* 60266600 VALVE BOXES TO BE ADJUSTED EACH 1
50105220 FOOT 62
PIPE CULVERT REMOVAL
42000060 WELDED WIRE REINFORCEMENT SQ YD 7,608
COMBINATION CONCRETE CURB AND
60605000 FOOT 5,513
GUTTER, TYPE B-6.24
PORTLAND CEMENT CONCRETE * 60266600 VALVE BOXES TO BE ADJUSTED EACH 1
* 42000401 SQ YD 7,608
PAVEMENT 9" (JOINTED)
67100100 MOBILIZATION L SUM 1
COMBINATION CONCRETE CURB AND GUTTER, TYPE
PORTLAND CEMENT CONCRETE 60605000 FOOT 929
42300200 SQ YD 99 B-6.24
DRIVEWAY PAVEMENT, 6"
MODIFIED URETHANE PAVEMENT
78009004 FOOT 610
MARKING-LINE 4"
PORTLAND CEMENT CONCRETE 67100100 MOBILIZATION L SUM 1
42300400 SQ YD 152
DRIVEWAY PAVEMENT, 8"
MODIFIED URETHANE PAVEMENT
78009006 FOOT 53
MARKING-LINE 6" 72000100 SQ FT 9
PORTLAND CEMENT CONCRETE SIGN PANEL - TYPE 1
* 42400100 SQ FT 25,843
SIDEWALK, 4"
CONNECTION TO EXISTING DRAINAGE EACH 1
PORTLAND CEMENT CONCRETE * X1200160 72800100 FOOT 13
* 42400410 SQ FT 831 STRUCTURE TELESCOPING STEEL SIGN SUPPORT
SIDEWALK, 8"
78009004 FOOT 503
MODIFIED URETHANE PAVEMENT MARKING-LINE 4"
42400800 DETECTABLE WARNINGS SQ FT 20 * X2500900 SEEDING, CLASS 1 (SPECIAL) ACRE 4
PRECAST REINFORCED CONCRETE 78009012 FOOT 194
54213669 EACH 3 MODIFIED URETHANE PAVEMENT MARKING-LINE 12"
FLARED END SECTIONS 24"
TRAFFIC CONTROL & PROTECTION
* X7010216 L SUM 1
(SPECIAL)
PRECAST REINFORCED CONCRETE 78009024 FOOT 31
MODIFIED URETHANE PAVEMENT MARKING-LINE 24"
54213675 EACH 1
FLARED END SECTIONS 30"
* Z0073346 SLEEPER SLAB SQ YD 69 MODIFIED URETHANE PAVEMENT MARKING-LETTERS
PRECAST REINFORCED CONCRETE 78009000 SQ FT 84
54213687 EACH 1 AND SYMBOLS
FLARED END SECTIONS 42"
STORM SEWERS, RUBBER GASKET, * SP 1 TOPSOIL STRIPPING CU YD 2,978 * X7010216 TRAFFIC CONTROL & PROTECTION (SPECIAL) L SUM 1 550A2320 FOOT 633
CLASS A, TYPE 1 12"
STORM SEWERS, RUBBER GASKET, * SEE SPECIAL PROVISIONS * Z0073346 SQ YD 31 SLEEPER SLAB
550A2330 FOOT 902
CLASS A, TYPE 1 15"
STORM SEWERS, RUBBER GASKET, * SP 1 TOPSOIL STRIPPING CU YD 509
550A2340 FOOT 306
CLASS A, TYPE 1 18"

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STORM SEWER
STORM SEWERS, STORM SEWERS, STORM SEWERS, RUBBER STORM SEWERS, STORM SEWERS, STORM SEWERS,
TRENCH RUBBER GASKET, RUBBER GASKET, GASKET, CLASS A, TYPE 1 RUBBER GASKET, CLASS RUBBER GASKET, RUBBER GASKET,
BACKFILL CLASS A, TYPE 1 12" CLASS A, TYPE 1 15" 18" A, TYPE 1 24" CLASS A, TYPE 1 30" CLASS A, TYPE 1 42"
20800150 550A2320 550A2330 550A2340 550A2360 550A2380 550A2410
From
Structure To Structure PIPE SLOPE CU YD FOOT FOOT FOOT FOOT FOOT FOOT
EX 1 2 0.17% 69
2 2A 1.00% 3.2 15
2 3 1.00% 2
3 4 1.00% 6.1 28
2 5 0.17% 416
5 6 0.50% 2
6 7 0.50% 6.3 28
7 8 0.44% 1.6 40
5 9 0.44% 3.0 17
5 10 0.17% 265
10 11 0.44% 2
11 12 1.00% 1.8 8
11 13 0.44% 6.4 28
13 14 1.00% 1.7 8
13 15 0.44% 2.4 18
10 16 1.00% 1.8 17
10 17 0.17% 247
17 18 1.00% 2
18 19 1.00% 6.1 28
19 20 1.00% 1.8 18
17 21 0.17% 229
21 22 1.00% 2
22 23 1.00% 6.1 28
23 24 1.00% 1.4 21
21 FES #1 0.17% 14.7 91
25 26 1.00% 4
26 27 1.00% 6.1 28
27 29 1.00% 1.6 25
25 28 0.44% 2.0 17
25 30 0.32% 246
30 31 0.44% 4
31 32 0.44% 1.4 8
31 33 0.44% 4.9 28
33 34 0.44% 1.3 8
FES #2 FES #3 0.51% 6.2 44
30 35 0.44% 2.5 17
30 36 0.32% 306
36 37 1.00% 4
37 38 1.00% 6.1 28
36 39 1.00% 2.9 17
36 40 0.32% 183
40 41 0.32% 167
41 42 1.00% 4
42 43 1.00% 6.1 28
41 44 0.26% 163
44 45 1.00% 11
45 46 1.00% 6.1 28
44 47 0.26% 143
47 48 1.00% 5
48 49 1.00% 1.7 8
48 50 1.00% 8.6 41
50 51 1.00% 1.6 8
47 52 0.17% 23.2 150
52 FES 0.58% 34.9 128
52 FES 1.37% 8.7 74
TOTAL 190.5 633 902 306 1,511 128 74

SHEET #
JOB #
24005 BG1
DEUSSI
\
NOISIVER
ETAD
YB
768
KOOB
DLEIF
XXX
XX/XX/XX
XXX
PWC
YB
NWARD
DNA
DR
TROPRIA
TSEW
XXX
,XXX
YB
DEKCEHC
NOISNETXE
TS
HCABZTUHCS
GWD.TEEHS
ELTIT\GWD\1GB50042\4202\:S
NOITACOL
ELIF
SIONILLI
,MAHGNIFFE
SIONILLI
,YTNUOC
MAHGNIFFE
ETAD
EVAS
OF 37
ETON
KRAMHCNEB
DNA
STNIOP
LORTNOC
EES
SNOITAVELE
DNA
SNOITACOL
ROF
TEEHS
73:51
6202/72/7
STORM STRUCTURES & EROSION CONTROL
PRECAST PRECAST MANHOLES,
REINFORCED REINFORCED PRECAST MANHOLES, MANHOLES, TYPE A, INLETS, CONNECTION
INLET AND CONCRETE CONCRETE REINFORCED TYPE A, TYPE A, 8'-DIAMETER, INLETS, TYPE A, TYPE A, INLETS, TYPE B, TO EXISTING
PIPE FLARED END FLARED END CONCRETE FLARED 4'-DIAMETER, 5'-DIAMETER, TYPE 1 FRAME, TYPE 3V FRAME TYPE 8 TYPE 3V FRAME DRAINAGE
PROTECTION SECTIONS 24" SECTIONS 30" END SECTIONS 42" TYPE 8 GRATE TYPE 8 GRATE OPEN LID AND GRATE GRATE AND GRATE STRUCTURE
28000500 54213669 54213675 54213687 60219000 60221700 60224457 60235705 60236200 60240222 X1200160
No. Station Offset EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH
EX 1 104+80.94 20.34 LT 1 1
2 105+54.00 20.36 LT 1 1
2A 105+54.00 38.36 LT 1 1
3 105+54.00 15.23 LT 1 1
4 105+54.00 14.73 RT 1 1
5 109+74.28 20.44 LT 1 1
6 109+74.28 15.23 LT 1 1
7 109+74.28 14.73 RT 1 1
8 109+40.00 39.06 RT 1 1
9 109+82.00 39.31 LT 1 1
10 112+43.21 20.49 LT 1 1
11 112+43.21 15.23 LT 1 1
12 112+33.21 14.73 LT 1 1
13 112+43.21 15.23 RT 1 1
14 112+33.21 14.73 RT 1 1
15 112+43.21 35.23 RT 1 1
16 112+43.21 40.49 LT 1 1
17 114+93.78 20.54 LT 1 1
18 114+93.78 15.23 LT 1 1
19 114+93.78 14.73 RT 1 1
20 114+93.78 34.73 RT 1 1
21 117+26.84 20.59 LT 1 1
22 117+26.84 15.23 LT 1 1
23 117+26.84 14.73 RT 1 1
24 117+26.84 37.67 RT 1 1
FES #1 118+10.84 60.78 LT 1 1
25 253+66.45 26.12 RT 1 1
26 253+66.45 15.24 RT 1 1
27 253+66.45 14.72 LT 1 1
28 253+66.46 42.62 RT 1 1
29 253+47.09 33.18 LT 1 1
30 256+16.11 22.23 RT 1 1
31 256+16.11 15.23 RT 1 1
32 256+26.10 14.73 RT 1 1
33 256+16.11 15.23 LT 1 1
34 256+26.10 14.73 LT 1 1
35 256+16.11 42.62 RT 1 1
FES #2 257+72.84 33.19 LT 1 1
FES #3 258+27.16 33.21 LT 1
36 259+26.14 22.23 RT 1 1
37 259+26.14 15.23 RT 1 1
38 259+26.14 14.73 LT 1 1
39 259+26.14 42.60 RT 1 1
40 261+13.45 22.23 RT 1 1
41 262+84.32 22.23 RT 1 1
42 262+84.32 15.23 RT 1 1
43 262+84.32 14.73 LT 1 1
44 264+51.02 29.59 RT 1 1
45 264+51.02 15.54 RT 1 1
46 264+51.02 14.73 LT 1 1
47 265+98.02 35.59 RT 1 1
48 265+98.02 27.87 RT 1 1
49 266+08.02 27.73 RT 1 1
50 265+98.02 15.23 LT 1 1
51 266+08.02 14.73 LT 1 1
FES #4 267+45.34 80.00 LT 1 1
FES #5 267+51.20 129.84 RT 1 1
52 267+53.42 51.85 RT 1 1
TOTAL 57 3 1 1 11 1 1 14 11 14 1
SEITITNAUQ
FO
ELUDEHCS
8