Imp. Proj. #521
OFFICIAL FILE COpy ~
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Bidder Total Base Bid
Address Telephone No..
City, State, Zip Fax. No..
ADDENDUM NO. 2
1995 LOCAL STREET RESURFACING
UTILITY AND STREET IMPROVEMENTS
CITY PROJECT 521
FILE NO. 34155
NEW HOPE, MINNESOTA
April 20, 1995
Opening Time: 11:30 AM.., C..D..S.T..
Opening Date: Friday, April 21, 1995
ADDENDUM NO. 2
PROPOSAL Item Nos. 49 and 204, "Grading & subgrade preparation for St. Raphael (see
Sheet 10)1l shall include the following work:
Shaping and grading boulevard @ intersection of St. Raphael Drive and Oregon
Avenue to blend grades into existing yard.
BONESTROO, ROSENE, ANDERLIK & ASSOCIA TES, INC.
2335 WEST TRUNK HIGHWAY 36
ST. PAUL, MINNESOTA 55113
(612) 636-4600
34155AD1.ADD
Bidder Total Base Bid
Address Telephone No.
City, State, Zip Fax" No.
ADDENDUM NO.. 1
1995 LOCAL STREET RESURFACING
UTILITY AND STREET IMPROVEMENTS
CITY PROJECT 521
FILE NO. 34155
NEW HOPE, MINNESOTA
April 18, 1995
Opening Time: 11:30 AM., CD.S.T.
Opening Date: Friday, April 21, 1995
ADDENDUM NO. 1
PROPOSAL - Delete the entire proposal and replace it with the attached Revised Proposal.
SPECIAL PROVISIONS: Add the following paragraph:
30. CELLULAR TELEPHONE: Contractor shall supply the Engineer's Representative
with a portable cellular telephone for use throughout the duration of the project. The
cellular telephone shall be complete with accessories, including spare battery pack, battery
charger and vehicular adapter.
Maintenance and repair of the cellular telephone shall be provided by the contractor in a
timely manner. If, during the life of the contract, the cellular telephone is stolen or
damaged beyond repair, the contractor shall provide an equivalent replacement within one
calendar week from the time of theft or damage.
Air time usage is estimated to be 40 hours per month.
Payment for the cellular telephone, air time and other miscellaneous expenses shall be
considered incidental to the project with no direct payment.
31. SANITARY SEWER REPAIR: This work shall consist of removing and replacing 6',
existing 15" RCP on Sumpter Avenue, approximately 430' south of Bass Lake Road (Sheet
14). The length as indicated on the proposal is approximate and may be extended or
shortened as directed by the Engineer. Repair shall include excavation, pipe removal, new
pipe with Fernco connections and compacted backfill. Bituminous patching requirements
will be paid by the associated bid unit prices.
34155AD1.ADD A-I
SECTION 2105
2105.5. BASIS OF PAYMENT: Payment for "Clearing/grubbing, excavation, and grading
for pond (Sheet 6)" shall be at the lump sum price bid and include all costs associated with
the work. Excess material shall be removed and become the responsibility of the contractor
to conform with the grades on the plan.
PLAN SHEETS:
Sheet 2 MH 108, 5' diameter not 4' diameter
Sheet 13 & 14 Incorporate new plan sheets
The attached sanitary sewer plan sheets for Angeline Drive provide grades, alignment, and
depth of pipe required for the sanitary sewer lining (see Sheet 14). The average flow rates
per day for MH F5 and MHF8 are 80,200 GPD and 109,200 GPD, respectively.
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
2335 WEST TRUNK HIGHWAY 36
ST. PAUL, MINNESOTA 55113
(612) 636-4600
34155AD1.ADD A-2
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-3.. " CITY PROJECT No 521 111\1I Anderlzi. && ~ ~ !.Wi I
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IllJI Bonestrool Total Base Bid $1 ,164,554.50
Rosene I Bidder Hardrives Inc.
g Anderfil< ~ Telephone No. 612-542-9060
! Assodatest Address 9724 10th Avenue N.
lEnaineers & ArchitecJ . .
! Sf Paul-Milwaukee r CIty, State~ ZIP Plvmouth,:MN 55441 Fax No. 612-542-8756
REVISED
PROPOSAL
1995 LOCAL STREET RESURFACING
UTILITY AND STREET Th1PROVEMENTS
CITY PROJECT 521
FILE NO. 34155
NEW HOPE, MINNESOTA
1995
Opening Time: 11 :30 A.M., C.D.S.T.
Opening Date: Friday, April 21, 1995
Honorable City Council
Cit)r of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
Dear Council Members:
The undersigned, being familiar with your local conditions, having made the field inspections and
investigations deemed necessary, having studied the plans and specifications for the work including Adden
Nos. 1&2 and being familiar with all factors and other conditions affecting the work and cost thereof
hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completel~
construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rose:
Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follo,^ls:
-.
No. Item Unit Qty. Unit Price Total Price
Part A - Street Reconstruction (Bituminous ,
Reclamation) Area 1
1 Traffic control LS 1 10,000.00
2 Remove existing bituminous driveway
pavement for patching Sy 65 2.40 156.00
3 Remove existing concrete pavement Sy 100 6.00 600.00
4 Remove existing concrete curb and gutt( LF 1 ,900 2.50 4,750.00
5 Saw cut concrete driveway LF 110 4.00 440.00
6 Concrete curb and gutter (patch) LF 1,900 9.50 18,050.00
7 3" thick wearing course for driveway SY 80 1 0.00 800.00
8 6" thick concrete driveway pavement
I :\34155\contract. wb 1 1
with 66 x 1010 mesh Sy 60 31.00 1,860.00
9 Gate valve, R & R top section EA 1 250.00 250.00
10 Adjust existing manhole, rings and cast EA 16 150.00 2,400.00
11 Remove and replace existing concrete
rings greater than 0.5' LF 9 150.00 1,350.00
12 Remove existing bituminous pavement
from manhole cover and frame EA 16 25.00 400.00
13 R 1642B casting and rings in place EA 1 300.00 300.00
14 Sod with 3 tI existing topsoil Sy 1,410 2.10 2,961.00
15 Topsoil borrow (LV) CY 60 8.00 480.00
16 Reclamation of bituminous surface Sy 7,000 0.32 2,240.00
17 Remove/replace reclaimed matI. (511 true SY 7,000 0.64 4,480.00
18 Common excavation (3 tl thick) Cy 650 7.30 4,745.00
19 Salvage reclaimed base material Cy 70 3.00 210.00
20 Class 5, 100% crushed aggregate
..
base (including excavation) TN 350 8.00 2,800.00
21 Geotextile fabric Sy 460 1.00 460.00
22 Type 31 bituminous base course TN 870 13.10 11,397.00
23 Type 41 bituminous wear course TN 650 15.35 9,977.50
24 Bituminous material for mixture 1N 90 142.00 12,780.00
25 Bituminous material for tack coat GL 350 1.00 350.00
Total Area 1 - Street Reconstruction 94,236.50
Area 2
26 Traffic control LS 1 25,000.00
27 Remove existing bituminous driveway
pavement for patching SY 390 2.40 936.00
28 Remove existing concrete pavement Sy 430 6.00 2,580.00
29 Remove existing concrete curb and guttt IF 12,250 2.50 30,625.00
30 Concrete curb and gutter (patch) LF 12,250 9.50 116,375.00
31 Sa~l cut concrete driveway LF 690 4.00 2,760.00
32 Remove concrete sidewalk (see Sheet 1~ Sy 50 6.00 300.00
33 411 concrete sidewalk (see Sheet 13) SF 300 2.85 855.00
34 6" concrete pedestrian ramp (see Sheet: SY 20 35.00 700.00
35 Concrete valley gutter (7" thick) SY 180 35.00 6,300.00
I :\34155\contract. wb1 2
36 Shape yard for ped. ramp (see Sheet 13) LS 1 250.00
37 B618 concrete curb and gutter on 48th and
Aquila (new) LF 1 ~400 9.50 13,300.00
38 B618 concrete curb and gutter on
Nevada & St. Raphael (see Sheet 10) (n( LF 260 9.50 2,470.00
39 3 fl thick wearing course for driveway Sy 440 10.00 4,400.00
40 6" thick concrete driveway pavement
with 66 x 1010 mesh Sy 320 3 1.00 9,920.00
41 R1642B casting and rings in place EA 3 300.00 900.00
42 Adjust existing manhole rings and casti EA 70 150.00 10,500.00
....
43 Remove and replace concrete rings greater
than 0.51 LF 40 150.00 6,000.00
44 Remove existing bituminous pavement
from manhole cover and frame EA 70 25.00 1,750.00
45 Gate valve, R & R top section EA 4 250.00 1,000.00
46 Sod with 3" existing topsoil SY 4~400 2.10 9,240.00
47 Grading and subgrade preparation for 125'
East of 55th Avenue (See Sheet 14) LS 1 1,750.00
48 Shape yard surface from YD201 to MH 116
(See Sheet 9 ) LS 1 500.00
49 Grading and subgrade preparation for
St. Raphael (See Sheet 10) LS 1 750.00
50 Topsoil borrow (L V) Cy 150 8.00 1,200.00
51 Reclamation of bituminous surlace SY 53,500 0.33 17,655.00
52 Remove/replace reclaimed matI. (5" thie SY 53,500 0.64 34,240.00
53 Common excavation (3" thick) CY 4,500 7.25 32,625.00
54 Salvage reclaimed base material Cy 210 4.00 840.00
55 Class 5, 1000/0 crushed aggregate base
(including excavation) TN 500 8.00 4,000.00
56 Geotextile fabric Sy 700 1.00 700.00
57 Type 31 bituminous base course TN 6,400 13.10 83,840.00
58 Type 41 bituminous wear course TN 4,800 15.35 73~680.00
59 Bituminous material for mixture TN 630 142.00 89,460.00
60 Bituminous material for tack coat GL 2,500 1.00 2,500.00
Total Area 2 - Street Reconstruction 589,901.00
I :\34155\contract. wb1 3
Total Area 1 94,236.50
Total Area 2 589,901.00
Total Part A - Street Reconstruction 684,137.50
Part B - Driveway Reconstruction
(Requested by Property Owner)
61 Remove concrete curb and gutter LF 200 2.50 500.00
62 Remove existing bitum. driveway pavement
for patching Sy 200 2.40 480.00
63 Remove concrete driveway pavement SY 350 6.00 2,100.00
64 Saw cut concrete driveway LF 450 4.00 1,800.00
65 Concrete curb and gutter at driveway LF 350 9.50 3,325.00
66 Class 5, 1000/0 crushed aggregate base
for driveway (including excavation) TN 120 10.00 1,200.00
67 3 II thick wearing course for driveway SY 250 10.00 2,500.00
68 6" thick concrete driveway pavement
with 66 x 1010 mesh SY 200 3 1 .00 6,200.00
Total Part B - Driveway Reconstruction 1 8, 105.00
Part C - Sanitary Sewer Rehabilitation - Angeline Drive
69 Line existing 12" Rep sanitary sewer on
Angeline Dr. (Sheet 14) per Spec. Provo LF 1,213 35.00 42,455.00
70 Cut open service on line sewer pipe EA 25 220.00 5,500.00
71 Repair 1511 Rep san. sewer 6'-9' in length,
141-16' dp. (Sumpter Ave. - Area 2) EA 1 3,190.00 3,190.00
Tota] Part C - Sanitary Sewer Rehabilitation- Angeline Drive 51 , 145.00
Part D - Sanitary Sewer Improvements - Wisconsin Circle
72 Remove existing concrete curb and gutt( LF 1,150 2.50 2,875.00
73 Verify existing water main depth EA 1 330.00 330.00
74 Abandon existing MH3A and MH4A EA 2 110.00 220.00
75 Remove existing MH lA, IB, 2A, and 2 EA 4 110.00 440.00
76 Plug existing VCP EA 22 33.00 726.00
77 Connect to existing lift station (core dril LS 1 550.00 550.00
I :\34155\contract. wb 1 4
78 8" PVC, SDR 35,8'- 10' deep LF 340 19.50 6,630.00
79 8" pve, SDR 35, 10'- 121 deep LF 80 21.00 1,680.00
80 Mechanical trench compaction LF 690 0.10 69.00
81 8" x 4" PVC wye EA 11 83.00 913.00
82 4" pve, SDR 26 sewer service pipe
(includes bends) LF 285 13.20 3,762.00
83 Standard 41 diameter manhole with cast EA 2 1,365.00 2,730.00
84 B618 concrete curb and gutter (new) LF 1,200 9.50 11,400.00
85 Remove bituminous surface SY 2,000 1.10 2,200.00
86 Common excavation CY 400 7.30 2,920.00
87 Class 5, 1000/0 crushed aggregate
(including excavation) TN 750 8.00 6,000.00
88 Type 31 bituminous base course TN 260 13.10 3,406.00
89 Type 41 bituminous wear course TN 200 15.35 3,070.00
90 Bituminous material for mix TN 30 142.00 4,260.00
91 Bituminous material for tack coat GL 100 1.00 100.00
Total Part D - Sanitary Sewer Improvement - Wisconsin Circle 54,281.00
Part E - Storm Sewer Improvements
Area 1
92 Traffic control LS 1 5,000.00
93 Clearing/grubbing, excavation, and
grading for pond (Sheet 6) LS 1 4,000.00
94 Remove structure EA 3 11 0.00 330.00
95 Remove 1211 or 18" pipe LF 38 5.50 209.00
96 Remove exist. concrete curb and gutter LF 1 ,000 2.50 2,500.00
97 Concrete curb and gutter (patch) LF 950 9.50 9,025.00
98 Reinforcing for concrete curb and gutteI LF 440 1.10 484.00
99 4 II PE perforated pipe drain LF 400 8.80 3,520.00
100 12" Rep, Class 5 LF 850 21.60 18,360.00
101 1511 Rep, Class 5 LF 1 ,700 24.70 41,990.00
102 1211 Rep long radius bends EA 8 231.00 1,848.00
103 15" Rep, long radius bends EA 2 264.00 528.00
104 15" Rep, apron with trash guard EA 1 750.00 750.00
105 18" Rep, Class 5 LF 30 30.00 900.00
1:\34155\contract. wb1 5
106 Connect 4" PE drain tile to existing stru( EA 20 165.00 3,300.00
107 Connect 1811 Rep to existing EA 1 415.00 415.00
108 Std. MH wlRl642B casting (plate 1-10) EA 5 1,025.00 5,125.00
109 Std. 5' MH w/Rl6424B casting EA 4 1,940.00 7,760.00
110 Std. CBMH wfR-3067V casting (plate 1 EA 3 1,160.00 3,480.00
111 Std. CB w/R-3067V casting (plate 1-19: EA 19 960.00 18,240.00
112 Remove and replace existing concrete
rings greater than 0.5' LF 55 150.00 8,250.00
113 Class 2 riprap with geotextile fabric CY 18 53.00 954.00
114 Flared end structure marker signs
(plate SP-I08) EA 1 22.00 22.00
115 Impr. pipe foundation per 6" depth incr< IF 1,800 1.10 1,980.00
116 Mechanical trench compaction LF 2,670 0.10 267.00
117 Sod with 311 topsoil Sy 2,000 2.10 4,200.00
118 Reclamation of bituminous surface Sy 4,500 0.32 1,440.00
119 Remove/replace reclaimed material SY 4,500 0.64 2,880.00
120 Common excavation CY 380 7.30 2,774.00
121 Salvage reclaimed base material CY 130 3.00 390.00
122 Type 31 bituminous base course TN 520 13.10 6,812.00
123 Type 41 bituminous wear course TN 390 15.35 5,986.50
124 Bituminous material for mix. TN 60 142.00 8,520.00
125 Bituminous material for tack coat GL 250 1.00 250.00
Total Ar~a 1 - Stonn Sewer Improvements 172,489.50
Area 2
126 Traffic control LS 1 5,000.00
127 Remove structure EA 15 11 0.00 1,650.00
128 Remove concrete curb and gutter LF 1,050 2.50 2,625.00
129 Concrete curb and gutter (patch) LF 1,050 9.50 9,975.00
130 Reinforcing for concrete curb and gutter LF 270 1.10 297.00
131 Remove existing 12" Rep LF 250 5.50 1,375.00
132 411 PE perforated pipe drain LF 1,300 8.80 11,440.00
133 Connect 411 PE draintile to existing stru( EA 40 165.00 6,600.00
134 12t1 Rep, Class 5 LF 1,400 21 .60 30,240.00
135 15" Rep, Class 5 LF 1,500 25.00 37,500.00
I :\34155\contract. wb 1 6
136 15" RCP, long radius bends EA 3 265.00 795.00
137 12" PE perforated drain pipe LF 60 27.00 1,620.00
138 12" Rep, Class 5 apron EA 1 402.00 402.00
139 Connect 15" Rep to existing structure EA 3 475.00 1,425.00
] 40 Adjust existing catch basin rings and ca EA 8 150.00 1,200.00
141 R/R exist. concrete rings greater than o. LF 10 150.00 1,500.00
142 Repair structure EA 3 415.00 1,245.00
143 Std. MH w/Rl642B casting (plate 1-10)
constructed over existing pipe EA 2 1,705.00 3,410.00
144 Std. MH w/Rl642B casting (Plate 1-10) EA 8 1 ,100.00 8,800.00
145 Std. CBMH w/R-3067V casting (plate 1 EA 7 1,233.00 8,631.00
146 Std. CB w/R-3067V casting (plate 1-19:EA 14 960.00 13,440.00
147 R3250 casting wirings (MH east of 55th EA 1 300.00 300.00
148 24 tI diameter yard drain with 1642 and
Type C grate EA 1 815.00 815.00
149 Improved pipe foundation per 6" depth
increment LF 1,820 1.10 2,002.00
150 Mechanical trench compaction LF 3,780 0.10 378.00
151 Sod with 3 II topsoil Sy 870 2.10 1,827.00
152 Reclamation of bituminous surface SY 4,600 0.32 1.,472.00
153 Remove/replace reclaimed material SY 4,600 0.64 2,944.00
154 Common excavation Cy 400 7.30 2,920.00
155 Salvage reclaimed base material Cy 100 3.00 300.00
156 Type 31 bituminous base course TN 550 13.10 7,205.00
157 Type 41 bituminous wear course 1N 410 15.35 6,293.50
158 Bituminous material for mix. TN 60 142.00 8,520.00
159 Bituminous material for tack coat GL 250 1.00 250.00
Total Area 2 - Storm Sewer Improvements 184,396.50
Total Area 1 172,489.50
Total Area 2 184,396.50
Total Part E - Storm Sewer Improvements 356,886.00
Total Part A - Street Reconstruction Bituminous Reclamation 684,137.50
Total Part B - Driveway Reconstruction 18,105.00
1:\34155\contract.wb1 7
Total Part C - Sanitary Sewer Improvement - Angeline SS Lining 51,145.00
Total Part D - Sanitary Sewer Improvement - Wisconsin Circle 54,281.00
Total Part E - Storm Sewer Improvements 356,886.00
Total Base Bid 1,164,554.50
Alternate A (Patch, Mill, Overlay)
Street Improvement - Area 1
160 Traffic control LS 1 10,000.00
161 Remove existing bituminous driveway
pavement for patching SY 65 1.85 120.25
162 Remove existing concrete pavement Sy 100 6.00 600.00
163 Remove existing concrete curb and gutt( LF 1,900 2.50 4,750.00
164 Saw cut concrete driveway LF 110 4.00 440.00
165 Concrete curb and gutter (patch) LF 1,900 9.50 18,050.00
166 3" thick wearing course for driveway SY 80 10.00 800.00
167 6" thick concrete driveway pavement
with 66 x 1010 mesh Sy 60 31.00 1,860.00
168 Gate valve, R & R top section EA 1 250.00 250.00
169 Adjust existing manhole, rings and cast: EA 16 150.00 2,400.00
170 Remove and replace existing concrete
rings greater than 0.51 LF 9 150.00 1,350.00
171 Remove existing bituminous pavement
from manhole cover and frame EA 16 25.00 400.00
172 R1642B casting and rings in place EA 1 300.00 300.00
1 73 Sod with 311 existing topsoil Sy 1,410 2.10 2,961.00
174 Topsoil borro\\' (LV) Cy 60 8.00 480.00
175 Remove existing bituminous street
pavement for patching Sy 4,000 2.40 9,600.00
176 Mill bituminous surface SY 7,000 0.80 5,600.00
1 77 Class 5, 1000/0 crushed aggregate
base (including excavation) TN 500 10.00 5,000.00
178 Crack repair per 2231 LB 2,500 1.00 2,500.00
179 Type 31 bitum. base course for patching TN 450 40.00 18,000.00
180 Type 41 bituminous wear course TN 680 15.35 10,438.00
I :\34155\contract. wb 1 8
181 Bituminous material for mix. TN 65 142.00 9,230.00
182 Bituminous material for tack coat GL 330 1.00 330.00
Total Area 1 - Street Improvement 105,459.25
Street Improvement - Area 2
183 Traffic control LS 1 25,000.00
184 Remove existing bituminous driveway
pavement for patching Sy 390 2.40 936.00
1 85 Remove existing concrete pavement SY 430 6.00 2,580.00
186 Remove existing concrete curb and gutt( LF 12,250 2.40 29,400.00
187 Concrete curb and gutter (patch) LF 12,250 9.50 116,375.00
188 Saw cut concrete driveway LF 690 4.00 2,760.00
189 Remove concrete sidewalk (see Sheet 1: SY 50 6.00 300.00
190 4" concrete sidewalk (see Sheet 13) SF 300 2.85 855.00
191 611 concrete pedestrian ramp (see Sheet ~ SY 20 35.00 700.00
192 Concrete valley gutter (711 thick) Sy 180 35.00 6,300.00
193 Shape yard for ped. ramp (see Sheet 13) LS 1 250.00
194 B618 concrete curb and gutter on 48th and
Aquila (new) LF 1 ,400 9.50 13,300.00
195 B618 concrete curb and gutter on
Nevada & St. Raphael (see Sheet 10) (Ot LF 260 9.50 2,470.00
196 3" thick wearing course for driveway Sy 440 10.00 4,400.00
197 6t' thick concrete driveway pavement
with 66 x 1010 mesh SY 320 31.00 9,920.00
198 R1642B casting and rings in place EA 3 300.00 900.00
199 Adjust existing manhole rings and casti" EA 70 150.00 10,500.00
200 Remove and replace concrete rings greater
than 0.5' LF 40 150.00 6,000.00
201 Remove existing bituminous pavement
from manhole cover and frame EA 70 25.00 1,750.00
202 Gate valve, R & R top section EA 4 250.00 1,000.00
203 Sod with 3 tl existing topsoil SY 4,400 2.10 9,240.00
204 Grading and subgrade preparation for 1251
East of 55th Avenue (See Sheet 14) LS 1 1,750.00
205 Shape yard surface from YD201 to MH 116
I :\34155\contract. wb 1 9
(See Sheet 9) LS 1 500.00
206 Grading and subgrade preparation for
St. Raphael (See Sheet 10) LS 1 750.00
207 Topsoil borrow (L V) Cy 150 8.00 1,200.00
208 Remove existing bituminous street
pavement for patching SY 8,900 1.85 16,465.00
209 Mill bituminous surface Sy 57,000 0.80 45,600.00
210 Class 5, 1000/0 crushed aggregate base
(inel uding excavation) TN 1,500 10.00 15,000.00
211 Crack repair per 2231 LB 14,000 1.00 14,000.00
212 Type 31 bitum. base course for patching TN 1,000 40.00 40,000.00
213 Type 41 bituminous wear course TN 5,000 15.35 76,750.00
214 Bituminous material for mix. TN 355 142.00 50,410.00
215 Bituminous material for tack coat GL 2,850 1.00 2.850.00
Total Area 2 - Street Improvement 510,211.00
Storm Sewer Improvement - Area 1
216 Traffic control LS 1 5,000.00
217 Clearing/grubbing, excavation, and grading
for pond (Sheet 6) LS 1 4,000.00
218 Remove structure EA 3 110.00 330.00
219 Remove 12" or 18" pipe LF 38 5.50 209.00
220 Remove exist. concrete curb and gutter LF 1,000 -- 2.50 2,500.00
221 Concrete curb and gutter (patch) LF 950 9.50 9,025.00
222 Reinforcing for concrete curb and gutteI LF 440 1.10 484.00
223 4 II PE perforated pipe drain LF 400 8.80 3,520.00
224 1211 Rep, Class 5 LF 850 21.60 18,360.00
225 15" Rep, Class 5 LF 1,700 25.00 42,500.00
226 1211 Rep long radius bends EA 8 230.00 1,840.00
227 15" Rep, long radius bends EA 2 265.00 530.00
228 15" Rep, apron with trash guard EA 1 750.00 750.00
229 1811 Rep, Class 5 LF 30 30.00 900.00
230 Connect 411 PE draintile to existing stru, EA 20 165.00 3,300.00
231 Connect 1811 Rep to existing EA 1 415.00 415.00
232 Std. MH w/Rl642B casting (plate 1-10) EA 5 1,025.00 5,125.00
I :\34155\contract. wb 1 10
233 Std. 5' MH w1R16424B casting EA 4 1,940.00 7,760.00
234 Std. CBMH w/R-3067V casting (plate 1 EA 3 1,160.00 3,480.00
235 Std. CB wfR-3067V casting (plate 1-19: EA 19 960.00 18,240.00
236 Remove and replace existing concrete
rings greater than 0.5' IF 55 150.00 8,250.00
237 Class 2 riprap with geotextile fabric CY 18 53.00 954.00
238 Flared end structure marker signs
(plate SP-108) EA 1 22.00 22.00
239 Impr. pipe foundation per 6tl depth inen LF 1,800 1.10 1,980.00
240 Mechanical trench compaction LF 2,670 0.10 267.00
241 Sod with 311 topsoil Sy 870 2.10 1,827.00
242 Mill bituminous surface SY 4,500 0.80 3,600.00
243 Common excavation CY 750 7.30 5,475.00
244 Class 5, 1000/0 crushed aggregate base
(including excavation) TN 750 8.00 6,000.00
245 Type 31 bituminous base course TN 520 13.10 6,812.00
246 Type 41 bituminous wear course 1N 340 15.35 5,219.00
247 Bituminous material for mix TN 60 142.00 8,520.00
248 Bituminous material for tack coat GL 225 1.00 225.00
Total Alternate A - Storm Sewer Improvement - Area 1 177,419.00
Storm Sewer Improvement.. Area 2
249 Traffic control LS 1 5,000.00
250 Remove structure EA 15 110.00 1,650.00
251 Remove concrete curb and gutter LF 1,050 2.50 2,625.00
252 Concrete curb and gutter (patch) LF 1,050 9.50 9,975.00
253 Reinforcing for concrete curb and gutteI LF 270 1.10 297.00
254 Remove existing 12" Rep LF 250 5.50 1,375.00
255 4 II PE perforated pipe drain LF 1,300 8.80 11,440.00
256 Connect 4 II PE draintile to existing 8truc EA 40 165.00 6,600.00
257 1211 RCP,Class 5 LF 1,400 21 .60 30,240.00
258 1511 Rep, Class 5 LF 1 ,500 24.70 37,050.00
259 1511 RCP, long radius bends EA 3 265.00 795.00
260 1211 PE perforated drain pipe LF 60 27.00 1,620.00
261 12" Rep, Class 5 apron EA 1 402.00 402.00
I :\34155\contract. wb 1 11
262 Connect 15" RCP to existing structure EA 3 475.00 1,425.00
263 Adjust existing catch basin rings and ca EA 8 150.00 1,200.00
264 R/R exist. concrete rings greater than O. LF 10 150.00 1,500.00
265 Repair structure EA 3 415.00 1,245.00
266 Std. MH wfRl642B casting (plate 1-10)
267 constructed over existing pipe EA 2 1,705.00 3,410.00
268 Std. MH w/Rl642B casting (plate 1-10) EA 8 1,100.00 8,800.00
270 Std. CBMH w/R-3067V casting (plate 1 EA 7 1,235.00 8,645.00
271 Std. CB wlR-3067V casting (plate 1-19: EA 14 960.00 13,440.00
272 R3250 casting wirings (MH east of 55tb EA 1 300.00 300.00
273 24" diameter yard drain with 1642 and
Type C grate EA 1 815.00 815.00
274 Improved pipe foundation per 6" depth
increment LF 1,820 1.10 2,002.00
275 Mechanical trench compaction LF 3,780 0.10 378.00
276 Sod with 3" topsoil SY 870 2.10 1,827.00
277 Mill bituminous surface SY 4,600 0.80 3,680.00
278 Common excavation CY 750 7.30 5,475.00
279 Class 5, 1000/0 crushed aggregate base
(including excavation) 1N 750 8.00 6,000.00
280 Type 31 bituminous base course TN 550 13.10 7,205.00
281 Type 41 bituminous wear course TN 410 15.35 6,293.50
282 Bituminous material for mix GL 60 142.QO 8,520.00
283 Bituminous material for tack coat GL 250 1.00 250.00
Total Alternate A - Storm Sewer Improvement - Area 2 191,479.50
1:\34155\contract.wb1 12
Total Alternate A - Street Reconstruction (patch, Mill, Overlay)
Area 1 105,459.25
Area 2 510,211.00
Total Alternate A - Storm Sewer Improvement (patch, Mill, Overlay)
Area 1 177,419.00
Area 2 191 ~479.50
Total Alternate A 984,568.75
Alternate B
Deduct from the unit
price bid to use 15" PVC, Schedule SDR 35
solid wall, in lieu of 1511 RCP storm sew LF 3200 0.10 320.00
Alternate C
Deduct from the unit
price bid to use 12" pve, Schedule SDR 35
solid wall, in lieu of 1211 RCP storm seVr LF 2250 1.10 2,475.00
Alternate D
Deduct from the unit
price bid to use 15'1 Dual Wall Corrugated
Polyethylene pipe in lieu of 15" Rep storm
sewer LF 3200 3.35 10,720.00
Alternate E
Deduct from the unit
price bid to use 12lf Dual Wall Corrugated
Polyethylene pipe in lieu of 12" Rep storm
sewer LF 2250 3.35 7,537.50
Alternate F
Deduct from the unit
price bid to use recycled crushed concrete agg.
base in lieu of agg. base Cl. 5, 100% en TN 2000 1.00 2,000.00
I :\34155\contract. wb 1 13
The fmal amount of the contract shall be determined by multiplying the fmal measured
quantities of the various items actuall)' constructed and installed by the unit prices
therefore, in the manner prescribed in the specifications. However, the low bidder shall
be determined by adding the sums resulting from multiplying the quantities stated by the
unit prices bid therefore.
Accompanying this bid is a bidder's bond, certified check, or cash deposit in the amount of
.five percent (50/0) of amount bid , which is at least five percent (5%) of the amount of
my/our bid made payable to the Owner, and the same is subject to forfeiture in the
event of default on the part of the undersigned or failure on the part of the undersigned
to execute the prescribed contract and bond within fifteen (15) days after its submittal
to me/us.
In submitting this bid, it is understood that the Owner retains the right to reject any and
all bids and to waive irregularities and informalities therein and to award the contract to
the best interests of the Owner.
In submitting this bid, it is understood that payment will be by cash or check.
It is understood that bids may not be withdrawn for a period of 45 days after the date and
time set for the opening of bids. It is understood that the Owner reserves the right to
retain the certified check or bond of the three lowest bidders as determined by the Owner
for a period not to exceed 45 days after the date set for the opening of bids.
Respectfully submitted,
(A Corporation)
Hardrives InC. (An Individual)
Name (A Partnership)
-
Stanley M. Hemphill
Signer
Proiect Manager
Title
Stanley M. Hemphill
Printed Name of Signer
1:\34155\contract.wb1 14
1995 STREET ThAPROVE:tvfENT PROJECT
CITY PROJECT NO. 521
FILE NO. 34155
NEW HOPE, :rvrrNNESOT A
1995
T ABLE OF CONTENTS
Table of Contents
Advertisement for Bids
Information to Bidders
Proposal
Special Provisions
1700. Adjust Miscellaneous Structures - Specific Requirements
General Requirements
1710. Traffic Control - Specific Requirements
21 04. Removing Miscellaneous Structures - Specific Requirements
2105. Common Excavation and Removal/Replacement of Reclaimed Material - Specific
Requirements
2110. Reclamation and Salvage of Bituminous Surface - Specific Requirements
2130. Application of Water - Specific Requirements
2211. Aggregate Base - Specific Requirements
223 1. Base Reconditioning (Crack Repair)(Altemate Bid A) - Specific Requirements
2232. Mill Pavement Surface (Alternate Bid A) - Specific Requirements
2331. Plant-Mixed Bituminous Pavement - Specific Requirements
2357. Bituminous Tack Coat - Specific Requirenlents
2502. Subsurface Drains - Specific Requirements
2521. Walks - Specific Requirements
2531. Concrete Curb and Gutter - Specific & General Requirements
34155
<<:; 1995 Bonestroo, Rosene, T-l
.A.nderlik& Associates, Inc.
2575. Turf Establishment - Specific Requirements
2766. Sewer With Deformed-Reformed Line Pipe - Specific Requirements
2768. Sewer Rehabilitation Inversion and Curing of Resin Impregnated FeltlFabric Tube
Into A Cured-In-Place Pipe (CIPP)
24~OOO. Sev/ers - Specific Requirements
General Requirements
25,000. Sewer and Water Service Lines - Specific Requirements
General Requiren1ents
Plate 1-1 Sanitar:v Se\ver I\1anhole
Plate 1-10 Storm Sevier Junction l\/lanhole with Reinforced Top Slab
Plate 1-16 Type II Catch Basin l\1anhole
Plate 1-19 Type II Catch Basin
Plate 1-25 Bedding Methods for R~CP, 'lCP, & DIP
Plate 1-25A Improved Foundation for Rep, yep, & DIP
Plate 1-25B pve Pipe Foundation and Bedding Methods
Plate 1-28 Flared End Section and Trash Guard
Plate 3-3B Sewer Service Connections
Plate 4-1 Concrete Curb and Gutter
Plate 4-3 Pedestrian Curb Ramp
Plate 4-9 B618 Curb & Gutter C-onstruction at Catch Basin
Plate 4-1 0 Surmountable Curb & Gutter Construction at Catch Basin
Plate 4-11A Concrete Valley Gutter
Plate SP-60 Concrete Collar on Type II Catch Basin
Plate SP-61 Seal Between Top Slab & Manhole Section
Plate SP-84 Dri\leway, Section, 6" thicl( Concrete
PlateSP-108 Structure Marl(er Signs
Sanitary Sewer TV Logs of Repair Areas
Subgrade Boring Logs
Conditions of the Contract
I hereby celiify that this plan and specification \vas
prepared by me or under my direct supervision and that
I 81n a dtllyRegistered rofessio11al Engineer under the
1 a \VS eieo; 1U1esota.
at.: . ~~
Date: March 31~ 1995 Reg. 1\[0. 14260
34155
<9 1995 Bonestroo, Rosene, T-2
Anderlik & Associates, Inc.
ADVERTISElvIENT FOR BIDS
. Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon
Avenue until 11 :30 A.M., C.D.S.T., 011 Friday, April 21, 1995, at which time they will be publicly
opened and read aloud for the ulrnishingof all labor and materials and all else necessary for the
follovving:
1995 Street Improvement Program - City Proiect No. 521
75,000 Sy Reclamation of Bituminous Surface
15,000 TN BittlBU110US Surfacing
13 ~ 000 LF Ren1ove8..: R~eplace Concrete Curb and Gutter
6,000 LF 18 II) 1511 J arid 12 Ii Storn1 Sevier
450 LF 811 Sanitary SeV\ler
With n1iscellaneous manl101es~ catell basins, service cOllilections,
bitunlinous patching, and restoration.
Plans and specifications, proposal fOTI11S and contract docutnents may be seen at the office of the City
Clerk, New Hope I\IIinnesota, and at the office ofBonestroo, Rosene, A.nderlik & Associates, Inc.,
Consulting Engineers, 2335 V\l. Tnlnk Highvlay 36, St. Paul, MN 55113, (612) 636-4600.
Each bid shall be accornpanied by a bidderls bond naming the City of New Hope as obligee, certified
check payable to the Clerk of the City of Nevv Hope or a cash deposit equal to at least five percent
(50/0) of the an10unt of the bid, \vhich shall be forfeited to the City in the event that the bidder fails
to enter into a contract.
The City Council reserves the right to retain the deposits of the three lowest bidders for a period not
to exceed 45 days after the date and time set for the opening of bids. No bids may be withdrawn for
a period offolty-five (45) days after the date and time set for the opening of bids.
PaYlnent for the \-vork will be by cash or check.
Contractors desiring a copy of the plans and specifications and proposai forrl1s rnay obtain them fforn
the office of Bon est roo, Rosene, Anderlik & Associates, Inc., upon payment ofa deposit of$35.00.
See lIInformation to Bidders" for plan/specification deposit refund ,policy.
The City Council reserves the right to reject any and all bids, to waive irregularities and inforrI1alities
therein and further reserves the right to a\vard the contract to the best interests of the City.
Daniel Donahue, Manager
City of New Hope, Minnesota
34155ad
INFOR1v1ATION TO BIDDERS
1. BID PROCEDURE: Each planholder has been furnished a specification, plan set and
two extra proposals~ Bids shall be submitted on the separate Proposal Form designated
"BID COPYII and not in the specification book. The Proposal containing the bid shall be
submitted in a sealed envelope.
2. DEPOSIT AI"\JD REFUND: Plans and specifications may be obtained for the deposit
amOtlnt stipuiated in the Advertisement ror Bids. Planholders may obtain more than one
set or plans and sIiecifications for tile stipulated amount, ho\vever, refunds will not be given
... 1.... _
for these additional sets.
Refunds of deposit \vill be lYlade to all bidders, subcontractors, and suppliers who return
plans and specifications, in good condition, \vithin 15 days of the bid date provided they:
a) Were a pril11e bidder '\Vl10 s:ubnljt~t'd a bona-fide bid to the Owner, or
b) Subulittedquotes to at least l\VO priLl1e bidders \vhicb are identified \vitb the
returned plans and specifications.
The following planholders need not return plans and specifications to receive a refund of
deposit:
a) LO\\t prinle bidder, or
b) Sllccessfullo\v SubCoIltractors and suppliers who notify the receptionist within
15 ,days of the bid.
Refunds or deposit will also be l11ade, for one set or plans and specifications only, to those
planllolders who return plans and specifications at least 48 hours before the bid-letting hour.
3. INDIVIDLJi\L DRAWINGS AND SPECIFICAT10!\l" SHEET-S: Individual dra\vings
and speeificatiollS sbeets may be purchased at the rate of Five Dollars ($5.00) per sheet of
dra\vings and T\venty-five cents ($0.25) per sheet of speeifica~ions for which no refund \vill
be nlade.
1994
General
Bidder Total Base Bid
Address Telephone No.
City, State, Zip Fax No.
PROPOSAL
1995 LOCAL STREET RESURFACING
UTILITY AND STREET llvIPROVEMENTS
CITY PROJECT 521
FILE NO. 34155
NEW HOPE, MINNESOTA
1995
Opening Time: 11:30 A.M., C.D.S.T.
Opening Date: Friday, April 21, 1995
Honorable City Council
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
Dear Council Members:
The undersigned, being familiar with your iDeal conditions, having made the field inspections and
investigations deemed necessary, having studied the plans and specifications for the work including
Addenda Nos. _ and being familiar with all factors and other conditions affecting the work
and cost thereof: hereby proposes to furnish all labor, tools, materials, skills, equipment and all
else necessary to completely construct the project in accordance with the plans and specifications
on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36,
St. Paul, 1\.1N 55113, as follows:
No. Item Unit Qty. Unit Price Total Price
Part A - Street Reconstruction (Bituminous Reclamation)
Area 1
1 Traffic control LS 1 $ $
2 Remove existing bituminous drive\vay
pavement for patching Sy 65 $ $
3 Remove existing concrete pavement Sy 100 $ $
4 Remove existing concrete curb and gutter LF 1,900 $ $
34155.wb P-l
5 Saw cut concrete driveway LF 110 $ $
6 Concrete curb and gutter (patch) LF 1) 900 $ $
7 3 II thick wearing course for driveway Sy 80 $ $
8 611 thick concrete driveway pavement
with 66 x 1010 mesh Sy 60 $ $
9 Gate valve, R & R top section EA 1 $ $
10 Adjust existing manhole, rings and casting EA 16 $ $
11 Remove and replace existing concrete
rings greater than 0.5' LF 9 $ $
12 Remove existing bituminous pavement
from manhole cover and frame EA 16 $ $
13 R1642B casting and rings in place EA 1 $ $
14 Sod with 3 II existing topsoil Sy 1,410 $ $
15 Topsoil borro\v (LV) Cy 60 $ $
16 Reclamation of bituminous surface Sy 6,500 $ $
17 Remove/replace reclaimed mati. (5" thick) Sy 6,500 $ $
18 Common excavation (3 II thick) Cy 490 $ $
19 Salvage reclaimed base material Cy 70 $ $
20 Class 5, 100% crushed aggregate
base (including excavation) TN 350 $ $
21 Geotextile fabric Sy 460 $ $
22 Type 31 bituminous base course TN 870 $ $
23 Type 41 bituminous wear course TN 650 $ $
24 Bituminous material for mixture TN 90 $ $
25 Bituminous material for tack coat GL 350 $ $
Total Area 1 - Street Reconstruction $
Area 2
26 Traffic control LS 1 $ $
27 Remove existing bituminous driveway
pavement for patching Sy 390 $ $
28 Remove existing concrete pavement Sy 430 $ $
34155.wb P..2
29 Remove existing concrete curb and gutter LF 12,250 $ $
30 Concrete curb and gutter (patch) LF 12,250 $ $
31 Saw cut concrete driveway LF 690 $ $
32 Remove concrete sidewalk (see Sheet 13) Sy 50 $ $
33 411 concrete sidewalk (see Sheet 13) SF 20 $ $
34 6" concrete pedestrian ramp (see Sheet 13) Sy 20 $ $
35 Concrete valley gutter (13" thick) Sy 180 $ $
36 Shape yard for ped. ramp (see Sheet 13) LS 1 $ $
37 B618 concrete curb and gutter on 48th and
Aquila (new) LF 1,400 $ $
38 B618 concrete curb and gutter on
Nevada & St. Raphael (see Sheet 10) (new) LF 260 $ $
39 3 II thick wearing course for driveway Sy 440 $ $
40 6" thick concrete driveway pavement
with 66 x 1010 mesh SY 320 $ $
41 R1642B casting and rings in place EA 3 $ $
42 Adjust existing manhole rings and casting EA 70 $ $
43 Remove and replace concrete rings greater
than 0.5' LF 40 $ $
44 Remove existing bituminous pavement
from manhole cover and frame EA 70 $ $
45 Gate valve, R & R top section EA 4 $ $
46 Sod with 3" existing topsoil SY 4,400 $ $
47 Grading and sub grade preparation for 125'
East of 55th Avenue (See Sheet 14) LS 1 $ $
48 Shape yard surface from YD201 to :MH 116
(See Sheet 9 ) LS 1 $ $
49 Grading and sub grade preparation for
81. Raphael (See Sheet 10) LS 1 $ $
50 Topsoil borrow (L V) Cy 150 $ $
51 Reclamation of bituminous surface Sy 50,500 $ $
52 Remove/replace reclaimed mati. (5" thick) Sy 50,500 $ $
34155.wb P-3
53 Common excavation (3 II thick) Cy 4,200 $ $
54 Salvage reclaimed base material CY 210 $ $
55 Class 5, 100% crushed aggregate base
(including excavation) TN 500 $ $
56 Geotextile fabric Sy 700 $ $
57 Type 31 bituminous base course TN 6,400 $ $
58 Type 41 bituminous wear course TN 4,800 $ $
59 Bituminous material for mixture TN 630 $ $
60 Bituminous material for tack coat GL 2,500 $ $
Total Area 2 - Street Reconstruction $
Total Area 1 $
Total Area 2 $
Total Part A - Street Reconstruction $
Part B - Driveway Reconstruction
(Requested by Property Owner)
61 Remove concrete curb and gutter LF 200 $ $
62 Remove existing bitum. driveway pavement
for patching Sy 200 $ $
63 Remove concrete driveway pavement Sy 350 $ $
64 Saw cut concrete driveway LF 450 $ $
65 Concrete curb and gutter at driveway LF 350 $ $
66 Class 5, 100% crushed aggregate base
for driveway (including excavation) TN 120 $ $
67 3 II thick wearing course for driveway Sy 250 $ $
68 6" thick concrete driveway pavement
with 66 x 1010 mesh Sy 200 $ $
Total Part B - Driveway Reconstruction $
34155.wb P4
Part C - Sanitary Sewer Rehabilitation - Angeline Drive
69 Line existing 1211 RCP sanitary sewer on
Angeline Dr. (Sheet 10) per Spec. Provo 26 LF 1,213 $ $
70 Cut open service on line sewer pipe EA 25 $ $
Total Part C - Sanitary Sewer Rehabilitation- Angeline Drive $
Part D - Sanitary Sewer Improvements - Wisconsin Circle
71 Remove existing concrete curb and gutter LF 1,150 $ $
72 Verify existing water main depth EA 1 $ $
73 Abandon existing :MlI3A and :MlI4A EA 2 $ $
74 Remove existing :MlI lA, IB, 2A, and 2B EA 4 $ $
75 Plug existing vep EA 22 $ $
76 Connect to existing lift station (core drill) LS 1 $ $
77 8" PVC, SDR 35, 8'- 10' deep LF 340 $ $
78 8" PVC, SDR 35, 10'- 12' deep LF 80 $ $
79 Mechanical trench compaction LF 690 $ $
80 8" X 411 PVC wye EA 11 $ $
81 4 If PVC, SOR 26 sewer service pipe
(includes bends) LF 285 $ $
82 Standard 4' diameter manhole with casting EA 2 $ $
83 B618 concrete curb and gutter (new) LF 1,200 $ $
84 Remove bituminous surface Sy 2,000 $ $
85 Common excavation CY 350 $ $
86 Class 5, 100% crushed aggregate
(including excavation) Cy 331 $ $
87 Type 31 bituminous base course TN 240 $1 $
88 Type 41 bituminous wear course TN 180 $ $
89 Bituminous material for mix TN 30 $ $
90 Bituminous material fOf tack coat . GL 100 $ $
Total Part D - Sanitary Sewer Improvement - Wisconsin Circle $
34155.wb P..5
Part E - Storm Sewer Improvements
Area 1
91 Traffic control LS 1 $ $
92 Clearing/grubbing, excavation, and
grading for pond (Sheet 6) LS 1 $ $
93 Remove structure EA 3 $ $
94 Remove 12" or 18" pipe LF 38 $ $
95 Remove exist concrete curb and gutter LF 1,000 $ $
96 Concrete curb and gutter (patch) LF 950 $ $
97 Reinforcing for concrete curb and gutter LF 440 $ $
98 4 II PE perforated pipe drain LF 400 $ $
99 12" RCP, Class 5 LF 940 $ $
100 15" RCP, Class 5 LF 1,700 $ $
101 12" RCP long radius bends EA 8 $ $
102 15" Rep, long radius bends EA 2 $ $
103 15" RCP, apron with trash guard EA 1 $ $
104 18" Rep, Class 5 LF 30 $ $
105 COIUlect 411 PE draintile to existing structure EA 20 $ $
106 Connect 1811 RCP to existing EA 1 $ $
107 Std. rvfH w/R1642B casting (plate 1-10) EA 8 $ $
108 Std. 5' rvfH w/R16424B casting EA 1 $ $
109 Std. CBrvfH wlR-3067V casting (plate 1-16) EA 3 $ $
110 Std. CB wlR-3067V casting (plate 1-19) EA 19 $ $
III Remove and replace existing concrete
rings greater than 0.5' LF 55 $ $
112 Class 2 riprap with geotextile fabric Cy 18 $1 $
113 Flared end structure marker signs
(plate SP-l08) EA 1 $ $
114 Impr. pipe foundation per 6" depth increment LF 1,800 $ $
115 Mechanical trench compaction LF 2,670 $ $
116 Sod with 3" topsoil Sy 870 $ $
117 Reclamation of bituminous surface Sy 4,500 $ $
34155.wb P-6
118 Remove/replace reclaimed material Sy 4,500 $ $
119 Common excavation Cy 380 $ $
120 Salvage reclaimed base material Cy 130 $ $
121 Type 31 bituminous base course TN 520 $ $
122 Type 41 bituminous wear course TN 390 $ $
123 Bituminous material for mix. TN 50 $ $
124 Bituminous material for tack coat GL 250 $ $
Total Area 1 - Storm Sewer Improvements $
Area 2
125 Traffic control LS 1 $ $
126 Remove structure EA 15 $ $
127 Remove concrete curb and gutter LF 1,050 $ $
128 Concrete curb and gutter (patch) LF 1,050 $ $
129 Reinforcing for concrete curb and gutter LF 270 $ $
130 Remove existing 12" Rep LF 250 $ $
131 4 II PE perforated pipe drain LF 1,300 $ $
132 Connect 4 II PE draintile to existing structure EA 40 $ $
133 12" Rep, Class 5 LF 1,300 $ $
134 1511 Rep, Class 5 LF 1,620 $ $
135 12" PE perforated drain pipe LF 60 $ $
136 12" Rep, Class 5 apron EA I $ $
137 Connect 1511 Rep to existing structure EA 3 $ $
138 Adjust existing catch basin rings and casting EA 8 $ $
139 R/R exist. concrete rings greater than 0.51 LF 10 $ $
140 Repair structure EA 3 $' $
141 Std. :MH w/R1642B casting (plate 1-10)
constructed over existing pipe EA 2 $ $
142 Std. :MH w/R1642B casting (plate 1-10) EA 8 $ $
143 Std. CB:MH w/R-3067V casting (plate 1-16) EA 7 $ $
144 Std. CB wfR-3067V casting (plate 1-19) EA 14 $ $
145 R3250 casting wIrings (:MH east of 55th) EA 1 $ $
34155.wb P..7
146 24" diameter yard drain with 1642 and
Type C grate EA 1 $ $
147 Improved pipe foundation per 6" depth
increment LF 1,820 $ $
148 Mechanical trench compaction LF 3,780 $ $
149 Sod 'With 3 II topsoil Sy 870 $ $
150 Reclamation of bituminous surface Sy 4,500 $ $
151 Remove/replace reclaimed material Sy 4,500 $ $
152 Common excavation Cy 400 $ $
153 Salvage reclaimed base material CY 100 $ $
154 Type 31 bituminous base course TN 510 $ $
155 Type 41 bituminous wear course TN 380 $ $
156 Bituminous material for mix. TN 45 $ $
157 Bituminous material for tack coat GL 250 $ $
Total Area 2 - Storm Sewer Improvements $
Total Area 1 $
Total Area 2 $
Total Part E - Storm Sewer Improvements $
Total Part A - Street Reconstruction Bituminous Reclamation $
Total Part B - Driveway Reconstruction $
Total Part C - Sanitary Sewer Improvement - Angeline 58 Lining $
Total Part D - Sanitary Sewer Improvement - Wisconsin Circle $
Total Part E - Storm Sewer Improvements $
Total Base Bid I $
34155.wb P..8
Alternate A (patch, Mill, Overlay)
Street Improvement - Area 1
158 Traffic control LS 1 $ $
159 Remove existing bituminous driveway
pavement for patching Sy 65 $ $
160 Remove existing concrete pavement Sy 100 $ $
161 Remove existing concrete curb and gutter LF 1,900 $ $
162 Saw cut concrete driveway LF 110 $ $
163 Concrete curb and gutter (patch) LF 1,900 $ $
164 3 II thick wearing course for driveway Sy 80 $ $
165 6 II thick concrete driveway pavement
with 66 x 1010 mesh SY 60 $ $
166 Gate valve, R & R top section EA 1 $ $
167 Adjust existing manhole, rings and casting EA 16 $ $
168 Remove and replace existing concrete
rings greater than 0.5 t LF 9 $ $
169 Remove existing bituminous pavement
from manhole cover and frame EA 16 $ $
170 R1642B casting and rings in place EA 1 $ $
171 Sod with 3 II existing topsoil Sy 1,410 $ $
172 Topsoil borrow (LV) Cy 60 $ $
173 Remove existing bituminous street
pavement for patching Sy 2,000 $ $
174 Mill bituminous surface Sy 6,400 $ $
175 Class 5, 100% crushed aggregate
base (including excavation) TN 300 $1 $
176 Crack repair per 223 1 LB 2,500 $ $
177 Type 31 bitum. base course for patching TN 100 $ $
178 Type 41 bituminous wear course TN 680 $ $
179 Bituminous material for mix. TN 35 $ $
180 Bituminous material for tack coat GL 330 $ $
Total Area 1 - Street Improvement $
34155.wb P..9
Street Improvement - Area 2
181 Traffic control LS 1 $ $
182 Remove existing bituminous driveway
pavement for patching Sy 390 $ $
183 Remove existing concrete pavement Sy 430 $ $
184 Remove existing concrete curb and gutter LF 12,250 $ $
185 Concrete curb and gutter (patch) LF 12,250 $ $
186 Saw cut concrete driveway LF 690 $ $
187 Remove concrete sidewalk (see Sheet 13) Sy 50 $ $
188 411 concrete sidewalk (see Sheet 13) SF 20 $ $
189 6" concrete pedestrian ramp (see Sheet 13) SY 20 $ $
190 Concrete valley gutter (7" thick) SY 180 $ $
191 Shape yard for ped. ramp (see Sheet 13) LS 1 $ $
192 B618 concrete curb and gutter on 48th and
Aquila (new) LF 1,400 $ $
193 B618 concrete curb and gutter on
Nevada & 81. Raphael (see Sheet 10) (new) LF 260 $ $
194 3 II thick wearing course for driveway Sy 440 $ $
195 611 thick concrete driveway pavement
with 66 x 1010 mesh SY 320 $ $
196 R1642B casting and rings in place EA 3 $ $
197 Adjust existing manhole rings and casting EA 70 $ $
198 Remove and replace concrete rings greater
than 0.5' LF 40 $ $
199 Remove existing bituminous pavement I
from manhole cover and frame EA 70 $ $
200 Gate valve, R & R top section EA 4 $ $
201 Sod with 3" existing topsoil Sy 4,400 $ $
202 Grading and sub grade preparation for 125'
East of 55th Avenue (See Sheet 14) LS 1 $ $
34l55.wb P..lO
203 Shape yard surface from YD201 to:MH 116
(See Sheet 9) LS 1 $ $
204 Grading and subgrade preparation for
St. Raphael (See Sheet 10) LS 1 $ $
205 Topsoil borrow (L V) Cy 150 $ $
206 Remove existing bituminous street
pavement for patching SY 2,600 $ $
207 Mill bituminous surface Sy 57,000 $ $
208 Class 5, 100% crushed aggregate base
(including excavation) TN 880 $ $
209 Crack repair per 2231 LB 14,000 $ $
210 Type 31 bitum. base course for patching TN 300 $ $
211 Type 41 bituminous wear course TN 5,000 $ $
212 Bituminous material for mix. TN 300 $ $
213 Bituminous material for tack coat GL 2,850 $ $
Total Area 2 - Street Improvement $
Storm Sewer Improvement - Area 1
214 Traffic control LS 1 $ $
215 Clearing/grubbing, excavation, and grading
for pond (Sheet 6) LS 1 $ $
216 .Remove structure EA 3 $ $
217 Remove 12 II or 1811 pipe LF 38 $ $
218 Remove exist. concrete curb and gutter LF 1,000 $ $
219 Concrete curb and gutter (patch) LF 950 $ $
I
220 Reinforcing for concrete curb and gutter LF 440 $ $
221 411 PE perforated pipe drain LF 400 $ $
222 12" RCP, Class 5 LF 940 $ $
223 1511 Rep, Class 5 LF 1,700 $ $
224 12" Rep long radius bends EA 8 $ $
225 15" Rep, long radius bends EA 2 $ $
226 15" Rep, apron with trash guard EA 1 $ $
34155.wb P..ll
227 18" RCP, Class 5 LF 30 $ $
228 Connect 4" PE draintile to existing structure EA 20 $ $
229 Connect 1811 Rep to existing EA 1 $ $
230 Std. :MH wfR1642B casting (plate 1-10) EA 8 $ $
231 Std. 5' :MH w/R16424B casting EA 1 $ $
232 Std. CB:MH w/R-3067V casting (plate 1-16) EA 3 $ $
233 Std. CB w/R-3067V casting (plate 1-19) EA 19 $ $
234 Remove and replace existing concrete
rings greater than 0.5' LF 55 $ $
235 Class 2 riprap ,vith geotextile fabric Cy 18 $ $
236 Flared end structure marker signs
(plate SP-108) EA 1 $ $
237 Impr. pipe foundation per 611 depth increment LF 1,800 $ $
238 Mechanical trench compaction LF 2,670 $ $
239 Sod with 3" topsoil Sy 870 $ $
240 Mill bituminous surface SY 4,500 $ $
241 Common excavation Cy 750 $ $
242 Class 5, 100% crushed aggregate base
(including excavation) TN 750 $ $
243 Type 3 1 bituminous base course TN 510 $ $
244 Type 41 bituminous wear course TN 380 $ $
245 Bituminous material for tack coat GL 225 $ $
Total Alternate A - Storm Sewer Improvement - Area 1 $
Storm Sewer Improvement - Area 2
246 Traffic control LS 1 $' $
247 Remove structure EA 15 $ $
248 Remove concrete curb and gutter LF 1,050 $ $
249 Concrete curb and gutter (patch) LF 1,050 $ $
250 Reinforcing for concrete curb and gutter LF 270 $ $
251 Remove existing 12" Rep LF 250 $ $
252 4" PE perforated pipe drain LF 1,300 $ $
34155.wb P..12
253 Connect 411 PE draintile to existing structure EA 40 $ $
254 1211 Rep, Class 5 LF 1,300 $ $
255 15" Rep, Class 5 LF 1,620 $ $
256 1211 PE perforated drain pipe LF 60 $ $
257 12" Rep, Class 5 apron EA 1 $ $
258 Connect 15" Rep to existing structure EA 3 $ $
259 Adjust existing catch basin rings and casting EA 8 $ $
260 RJR exist. concrete rings greater than 0.5' LF 10 $ $
261 Repair structure EA 3 $ $
262 Std. :t\..1H w/R1642B casting (plate 1-10)
constructed over existing pipe EA 2 $ $
263 Std. :t\..1H w/R1642B casting (plate 1-10) EA 8 $ $
264 Std. CB:MH wlR-3067V casting (plate 1-16) EA 7 $ $
265 Std. CB w/R-3067V casting (plate 1-19) EA 14 $ $
266 R3250 casting wIrings (MH east of 55th) EA 1 $ $
267 24" diameter yard drain with 1642 and
Type C grate EA 1 $ $
268 Improved pipe foundation per 611 depth
increment LF 1,820 $ $
269 Mechanical trench compaction LF 3,780 $ $
270 Sod \vith 3 II topsoil SY 870 $ $
271 Mill bituminous surface Sy 4,500 $ $
272 Common excavation CY 750 $ $
273 Class 5, 100% crushed aggregate base
(including excavation) TN 750 $ $
274 Type 31 bituminous base course TN 510 $1 $
275 Type 41 bituminous wear course TN 380 $ $
276 Bituminous material for tack coat GL 250 $ $
Total Alternate A - Storm Sewer Improvement - Area 2 $
34155.wb P-13
Total Alternate A - Street Reconstruction (patch, Mill, Overlay)
Area 1 $
Area 2 $
Total Alternate A - Storm Sewer Improvement (patch, Mill, Overlay)
Area 1 $
. Area 2 $
Total Alternate A $
34155.wb P...14
The final amount of the contract shall be determined by multiplying the final measured
quantities of the various items actually constructed and installed by the unit prices
therefor, in the manner prescribed in the specifications. However, the low bidder shall
be determined by adding the sums resulting from multiplying the quantities stated by the
unit prices bid therefor.
Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount
of $ , which is at least five percent (5%) of the amount of
my/our bid made payable to the Owner, and the same is subject to forfeiture in the
event of default on the part of the undersigned or failure on the part of the undersigned
to execute the prescribed contract and bond within fifteen (15) days after its submittal
to me/us.
In submitting this bid, it is understood that the Owner retains the right to reject any and
all bids and to waive irregularities and informalities therein and to award the contract to
the best interests of the Owner.
In submitting this bid, it is understood that payment will be by cash or check.
It is understood that bids may not be withdrawn for a period of 45 days after the date and
time set for the opening of bids. It is understood that the Owner reserves the right to
retain the certified check or bond of the three lowest bidders as determined by the Owner
for a period not to exceed 45 days after the date set for the opening of bids.
Respectfully submitted,
(A Corporation)
(An Individual)
Name (A Partnership)
Signer
Titl e
Printed Name of Signer
34155.wb P-15
.......... .
SPECIAL PROVISIONS TABLE OF CONTENTS
1. Project Description
2. Project Scope
3. Sequence and Schedule
4. Permits
5. Progress and Completion
6. Liquidated Damages
7. Pre-Construction Conference
8. Specification Reference
9. Existing Conditions
10. Use of Lands
11. Utilities
12. Traffic
13. Coordination
14. Staking
15. Survey Monumentation
16. Use of Water
17. Tests
18. Scale
19. Site Restoration
20. Clean-Up
21. Quantity Variations
22. Surface Restoration
23. Removal and Replacement of Signs and Mailboxes
24. Damage to Existing Bituminous Pavement
25. Sanitary Sewer Lining
26. Remove Existing Bituminous from Manhole Covers
27. Alternate Bids
28. Verify Depth of Critical Existing Utilities
29. IvfPCA General Storm Water Permit
34155
<9 1995 Bonestroo, Rosene,
Anderlik & Associates, Inc.
deter:cn.ined b)T the Engineer to be unsuitat)le. AJso included is
replacen~leD.T. of deTeriorating concrete curb and gutter 'vvhere so
,gutter to
; .
regraarng.
construction provides
shaH then
to a distanc.e of appro?~I118tel"j ] 5i
'_.
~-
-1
-
The Contractor shall respect the rights of each property owner and comply with the
requirements and schedules in these specifications. The daily activities of the Contractor and
his Contractors will be monitored by inspectors employed by the City. However, it goes
without saying that each property owner 'Nill also be monitoring the work. Therefore, the
Contractor shall go about his work in a courteous, orderly, and efficient manner respecting
the rights of each property owner.
The City of New Hope will be communicating with property owners through mailings to keep
each property owner infonne-dof the overall construction activity and specific schedule for
their street. As suc~ the Contractor will be required to submit a monthly schedule with each
montWy payment request. Failure to do so will delay the processing of the payment request.
The project inspector will work with the Contractor in developing construction schedules and
will rely on the Contractors judgment andperfonnance in preparing each mailing. Therefore,
it's important the Contractor have a good contractual relationship with his Contractors to
insure they comply with the intent of the specifications and construction schedules. The
construction schedules, completion dates and liquidated damages stated in these specifications
will be enforced.
The construction schedules and intermittent and final completion dates must be strictly
adhered to and any resulting liquidated damages as stated in these specifications will be fully
enforced.
The OWNER is the City of New Hope.
2. PROJECT SCOPE: The scope of the work.includes, in general, the following.
a. Street Reconstruction.
b. Sanitary Sewer Repair.
c. Gravity Storm Sewer.
d. Site Restoration.
3. SEQUENCE AND SCHEDULING: The City Council will consider project award at a regular
Council meeting on April 21, 1995. The Contractor shall not commence construction until the Ovvner
has issued a "Notice to Proceed ". This notice will not be issued until execution of the contract
documents has been completed, the required permits have been received, and a preconstruction
conference has been heid. For purposes of planning the work, the Contractor shall assume an early
start date of May 15, 1995.
4. PERMJTS: Permits to construct the work are required by the Minnesota Pollution Control
Agency. Work on the project shall not begin until this permit has been acquired. The City has made
application and paid the application fee for the penmt.
34155
<9 199 5 Bonestroo~ Rosene, SP-2
Anderlik & Associates, Inc.
5. PROGRESS A.J"ID COlVIPLETI01'J: The Contractor shall begin work immediately upon receipt
of the }\Jotice to Proceed. pJl work shall be completed by September 1, 1995. It is anticipated that
theC:ontractor will hcrve to mobilize reclanlation~ core excavation, subbase preparatiorl and paving
operatiol1S a number of tirnes. Liquidated dan1ages \vil1 be assessed on a street segment by street
segment basis for each cOlnpletion period described belo'^!. The Owl1er reserves the right to 'Nithhold
construction stak.ing if pa':ing and restoration is not proceeding in a tir!1ely lTlaPLlier.
are sensitive to the incon\/eruence each property oVvner will experience to construct
....' .... ... Therefore, schedtlling tIle \'lark:, maintenance of local traffic, and timely repair of each
.~ ~ t
LillS prCgecI. dri\re\vay are critical to the success of the project. Contractors in the past have not completed
projects 111 an efficient manner. For this reason, a well defined construction schedule shall be
subrrutted prior to schedulir!g the preconstructlon conference and shall be updated every two weeks.
A street segrl1ent is defined as any street segrnent betvleen tV-lO intersecting streets. A calendar day
as referenced include an days 1\1onday thru and including Sunday regardless if the
Contractor to schedule rJs on 4 - ten hour days.
If the cornpletion as specified in paragraphs p~ B:; and belo\v~ are not met,
liquidated as stated in Paragraph 6 \NiB be assessed for each that the inteITl1ittent
cOD1pletion date is not rnet.
l\Io street shaJI construction of an~y sort for longer forty (40) 'Vvorking
days.
.. ... .. ~ shaH COfIlplete
n. utll1t)1 constcuctlon,
of gra'vel v~lorkingdays of
Concrete \^lithin TI've worl{ing
l)e cOlnpleted Yi7ithin
of the gra\,rel base construction. Biturmnous \~iear
A abo'/e.
.0 f rlJ.lling~, overlay? sllrrace,placen1ent
In these
nulling cornpleted
seglnent. be placed to cOlnply
6. ............. -<<.....
(..:onclltlons
01 for
Liquidated
periods described above. day shall
Section 1103, Detlrlitions.
3415>
<.1d1995
Ander-iii::
7. PRE-C01~STRUCTION CONt HRENCE: A pre-construction conference will be scheduled after
receipt by the Engineer of the Contractorls schedule. The conference will be held with the
Contractor, City Public Works Director, City Engineer, representatives..from utility.companies,.and
other parties involved in the project. Materials (including bituminous mix design), material sources,
construction methods, and scheduling will be reviewed and any questions or procedures will be
clarified. The Contractor and his Subcontractor will also be responsible for attending periodic update
fneetings as schedtIled.
8. SPEClFICATIONFlEFERENCE: Where the... Ivfinnesota .:Department ...... ... of. Transportation
specifications are referred to herein and where a. reference to. the word .... HStatel';.is mentioned,: ..;it- is
understood that the word HOwnerfl is .substituted~A11.. refetenc.etothewordf'Engineeru.shallbe
interpreted as the Engineer for the Owner. Minnesota Department of Transportation (1v1nDOT)
Specifications for Highv.Jay Construction, 1988 Edition and revisions thereto shall apply except as
noted herein. In no cases shall any part of Division I (General Requirements and Covenants) of the
MnDOT Specifications apply to this. contract unless.. specificallystated:elsewhere<.in"these
specifications. All references to previous editions in the General Requirements shall be interpreted
as the 1988 Edition.
9. EXISTThTG COl\IDITIONS: AJ1 prospective bidders are > advised to inspecttheentire.projectarea
prior to submitting a bid to satisfy, in their own minds, the existing eonditions of theprojectsite.c
Specific information which may be appropriate to the biddersknowledgeofthe.siteeonditions is
addressed in the following:
a. V/ork by Others: Private utilitycolnpanies rl1a.y be\vorkingwitlrin the project area or similar
utility upgrade projects.
b. Soil Conditions: The Contractor shaH investigate the subsurface conditions to his own
satisfaction prior to subraitting a bid and is advised to conduct his .Qwn soil borings to
determine for himself the subsurface conditions wrrtch exist.
c. Bituminous and Curb Removals: fv1ostof the curb to beremo'led is already field. marked.
Bituminous patch area is also field:111arked where possible. However, it is anticipated that
additional patch areas will be identified once construction starts and milling is completed.
10. USE OF LA1'IDS: All vifork is to be done on public right-of-\vay or easements which are
provided by the Owner. Operations. shall be confined to within the litmts>ofthe right-of-way or
easen1ents provided. The Contractor shan identify a locatioflsf?f his construction trailer to be
approved by the City Public Works Departil1ent.
11. UTILITIES: Knovvn City oW11ed underground utilities are shown on the plans in a general '!Jay
only. Other underground tltilities exist throughout the project area. Itshallbe.the responsibility of
the Contractor to contact all utility companies through GOPHER ST.ATE ( 454-0002) prior to
construction to determine the exact location of utilities. Protection and repair of underground
sprinkler systerns shall be the responsibility of the Contractor.
34155
(Q 1995 Bonestroo, Rosene, SP-4
Anderlik & Associates, Inc.
''1 TRA-FFIC: l-'raffic control shall be the sole responsibility of the Contractor and shall conform
1 .t..- . to the requirernents of Section 1 71 0 and the Ivlinnesota J\r1anualon UnifOl1TI Traffic Control Devices
(lvllvllJl'CD). Payrnent for all project traffic control shaH be included in the lurnp sum proposal iten1.
Access to adjacent harnes, apartrnents, and businesses shall be properly maintained by the Contractor
betv/een the hours of 6:00 P and 7:00 'The Contractor shall work with the Engineer to
It: . <:. properties is {rvailable at all tirnes in cases of emergencies.
Insure that acc,ess 10
TheContractorJ s sequence and schedule shaH be setup to assure that each neighborhood has
adequate east-\vest and north-south traveiyvays available. This will require construction on some
streets to be cOil1pleted before construction on other streets is initiated.
1j. coordi118.ting the "vvork: of the contract and
the shall cooperate \-vith others to cause the efficient and
tirnel~y responsibilities shall inclllde, among others, the fbllo\.Aling:
a. Intol1Yi district transportation coordinators of trafTlc situation
as
b. Info rrn detours and road closings that vv.il1 affect traffic.
c. and non~rnunicipal utilities of the piaillled
""vork.
d. ot propeliies.
14. the \vith the
course work as
reserves the right to limit the
restoration \\1ork. Staking shall not
organize and plan the \vork to
no less than 48 hours ad\lal1Ce notice
and custoDlarl1y necessary
one set of stakes. ?.J1y
anlountsdue C:ontractof.
1 ~) .
shall inspect thecornpieteness
the Engineer of ornissions in the
destro:ied shall be replaced at the
Contractor's
16, ne'\A/ or is prohibited for testing
\\/ater rna y be for turf fnaintenance, gra"vel base
341
ig 199:5
Anderlik
compaction or other miscellaneous needs, it shall be obtained at loading stations designated by the
f'Tew Hope Public Worles Department.
Placement or use of ';vater on the project for any reason shall be considered incidental with no
additional compensation allowed therefor.
17. TESTS: The Contractor is responsible ror all initial tests required to substantiate that the
materials ful-ctlsl1ed fneet the specifications. PJl subsequent testing shall be paid by the City. Test
failures shall be retested at the Contractoris expense.
The Contractor shall assist the Engineer by notification of the pit location, scale.location and aU other
correlated items t\^lO weelcs hi advance of the statling time so that the adequate control measures can
be established.
18. SCALE: The Contractor shall provide the necessary scale and scale person for weighing the
items furnished on a ton basis under these specifications. The scale shall be permanently in place and
shall comply with the I\1innesota Public Service Depfu'"trnent Rules and be approved by the IVll.1111esota
Department of Weights and IVleasures. Portable scales are not acceptable. The Engineer may
periodically instruct the Contractor to weigh his material at another scale other than that provided
by the Contractor. 11 the event ofa weight discrepancy, the MilLtJ.esota Department of Weights and
Measures will deterr{ljne the amount of difference in v/eight and the Engineer will adjust the weight
of material being paid for accordingly.
19. SITE P~STORATIOl'-J: All areas disturbed by the construction of this work~ shall be restored
to a better or equal situation compared to the condition of the site whjchexjsted prior to
construction. This may include, an10ng other things, that the Contractor shall:
a. Salvage and replace (or replace from other sources at the Contractorisdiscretion) all topsoil
that is disturbed or lost due to construction of the "vork.
b. Sod all areas specifically designated ill the field by the Resident Project Representative that
are disturbed by the construction of this \^lork.
l~o direct compensation to the Contractor shall be rnade for salvaging and replacing existing topsoil.
Payment for soddillgof disturbed areas shall be compensated in accordance with the proposal items
as specified in Specification Section 2575, Turf Establishrnent.
20. CLEAt~ UP: AJl work: areas shaH be returned to a condition equal to or better than was in
existence at the begi111ljng of the project. pJl co nstructio rl debris shall be removed and disposed of
iil a manner satisfactory to the Enghleer. Failure to adequately clean and restore ,each street segment
will be subject to liquidated damages as described in Paragraph 6.
21. OUAJ'~TITY DEVIATIONS: Certain proposal-vvork items are included in anticipation of the
possibility that conditions may be encountered '\^lhich require this work. The estimates of quantities
for these Proposal Iten1s are based upon general experience in the area and previous street resurfacing
34155
.(9 1995 Bonestroo, Rosene, SP-6
.4.nderlik & Associates, Inc.
proJects. They are included in the \'/ork to establish a bid unit price in the e\lent that such \vark is
necessary to cOll1plete the project. The quantity is not guaranteed and the exient of the '\J{ork
required \A/ill be deoendentupon pre\lailing conditions. As such, no unit price adjustnlent fur an)!
:. ;;:. _.A "-" magnitude of increased or decreased quantities is allowed for any work.
P,erno 'V e/re 0 1 ace 111aterial (511 is one quanti(y \vluch may be reduced if ifs determined
th.e subbase is rerno\lcLlof the 3 11 to accol1llnodate the bituminous base and "Vvear
C,{)lII~Si~,~
22. SU1{I~'ACERES.IOP~ATIOl\j: In general street/driveway restorationJreconstruction shall be to
the thiclu1esses indicated in the typical sections and/or as noted belovl.
pi,ggregate
, .; .~
oe _; 1
,....":":O.h
L~
as
34I
;s, 1995
Andcrlik .-,
/
2331 - Plant-Mixed Bituminous Pavement
2531 - Concrete Curb and Gutter
23. REMO'i AL AND REPLACEl\1El'IT OF SIGl'.JS AND W.tAILBOXES: The Contractor shall be
responsible for removal, care of: and replacement of all signs, mailboxes, posts, etc., that may be
within the construction lirnits as directed by the Engineer. Such work shall..be considered incidental
to the project ,{,lith no additional compensation allowed therefor. Mailboxes shall be replaced the
same day as rernoved or shall be ten1porarily relocated so as to receive mail throughout the course
of the construction. Temporary and final location of mailboxes shall be coordinated with the property
owner and US Postai Service through the Engineer. Damage to mailboxes that is caused by. the
Contractor during construction shall.be repaired or replaced to equal or better condition with no
additional compensation allowed therefor.
24. DMvIAGE TO EX1STING BITU1vffi\IOUS P A VEJ\1ENT: The Contractor shall use extreme
care in operating the proper equipment on the existing bituminous pavement so that the existing
pavement is not damaged. The Contractor shall be responsible for repairing damaged pavement due
to his carelessness which has not been designated for removal by the Engineer.
25. SA.lfIT AJ=t Y SEv\1ER Lll\TING: Sa-nitary sewer rehabilitation on Angeline Drive can be done by
two alternate methods, DefoIT!1ed-Refonned Line Pipe (DRLP) or Cured-In-Place Pipe (CIPP). This
work shall be gO\lerned by Specification Sections 02766 or 02768. Plan Sheet No. 14 shows the
location and extent of the sanitary sewer rehabilitation which includes IvfH F75 toI\f::t-IF81.
Rehabilitation Ylork includes reconnection of the existing sewer services, internally, without
exca\/ation.
Payment for sanitary sewer rehabilitation shall bean a bid unit price basis per lineai root of sewer.
Reeonnectionof sewer services shall be paid on a bid urutprice basis for each service regardless of
service pipe diameter.
26. REM 0 \TE EXISTING BITUIvlfNODS FRO:f\/IMANHOLECO'/ERS: A bid item is included
iIl the Proposal for removing existing bitUinil10US buildup from existing manhole lids. Removal may
be completed by torching, scraping, or picking the existing material frorn the covers, or by any other
means approved by the Engineer. Any covers renloved from the site for cleaning shall have
temporary replacement co'/ers placed. IVIanhole covers to be cleal1ed shaH be determined by the
inspector.
27. A.lTEP~"'~ATE BIDS: AJternate A provides the O"wner 1.^iith the option of reconstructing all
streets using the patch, mill, and overlay option rather than reclanlation. The O\rvner reserves the
rig..ht to avvard the contract based on pJtemate It or the Base Bid. TheOvvner also reserves the right
to delete Area 1 for street and storm seVier.
34155
(Q 1995 Bonestroo, Rosene, SP-8
fu!derlik & Associates, Lr1C.
Reconstruction with this method would proceed as follows:
Street Reconstnlction (Alternate A): This construction provides for reconstruction of streets in the
area of existing curb and gutter. In this areas, the Contractor shall reclaim the existing bituminous
subgrade as indicated on the typical sections. Additional areas so designated by the Engineer shall
be removed and patched. Subbase/subgrade correction may be required in patch areas.
28. VERlFY DEP'TH OF CRITICAL EXISTING UTILITIES: During course of the utility work
the Contractor ,,,.till be crossing water Inains and several Minnegasco natural gas mains. The
Contractor will dig up the mains prior to utility construction to verify depth and to allow for elevation
conflicts to be handled prior to construction. Payments at the unit price bid per each shall be full
compensation for all items required to cornplete the work.
29. rvIPCA GENERAL STORM W~ATER PERMIT: As required by the Minnesota Pollution
Control Agency, a General Storm Water Permit for Construction Activity is required for any project
which disturbs a total land area of greater than five acres. In accordance with this requirement, the
Contractor shall complete the application form and submit the form and a check in the amount of
$240.00 pay/able to "Minnesota Pollution Control Agencyll to the City. The City will then co-sign
the pernut form al1d will forward to the proper agency as required. By completing and submitting
the application, the Contractor agrees to comply with all provisions outlined in the Permit. }~o
construction activity will be allowed on the project until the Permit has been obtained.
End of Section
34155
'&J 1995 Bonestroo, Rosene, SP-9
.4nderlik & Associates, Inc.
1700. ADJUST MISCELLANEOUS STRUCTURES
General Requirements
1700.1. DESCRIPTION: This work shall consist of adjusting manholes, removing
and replacing frames, adjusting catch basins and gate valve boxes.
1700.2~ LOCATION: The plans indicate the locations of each manhole, catch
basin and gate valve within the project. The necessary vertical adjustments
will be determined by the Engineer, and generally as indicated on the schedule
of adjustments.
The Contractor shall be responsible for the protection of all existing
structures during the course of the work. The Engineer shall assist with the
initial location of all manholes, catch basins and gate valve boxes.
The Contractor along with the Engineer and a representative of the Owner shall
inspect all manholes, catch basins and gate valve boxes prior to beginning
construction. Any foreign material found in these structures will be removed
immediately by the Owner's forces. Thereafter, the Contractor will be
responsible for removing any such foreign material which may enter the
structures during the construction period.
1700.3. CONSTRUCTION REQUIREMENTS:
1700.3.1. Adiust Manhole & Catch Basin Frames; \mere existing frame is
within 0.10 feet of plan grade no adjustment is to be made. In such cases the
crown or gutter shall be either lowered or raised, as the case may be, to put
the street and frame at the same grade.
Where the frame must be adjusted upward the Contractor shall accomplish this
adjustment with standard concrete adjustment rings of the same size as the
cane or slab opening. Each adjusting ring shall be placed in a full mortar
bed with the frame also resting in a full mortar bed. Adjusting rings needed
to raise the casting to grade shall be incidental to the adjust item.
Where the frame is to be adjusted downward, this shall be accomplished by
removing the necessary number of adjustment rings from the structure. The
frame shall then be reset in a full mortar bed to grade.
Regardless of the direction of adjustment, no shims of any material will be
allowed. The minimum thickness of all mortar joints shall be at least 1/4
inch with a maximum allowable thickness of 1/2 inch. All excess mortar from
the joint shall be wiped clean from the inside of all rings and frame. All
manhole castings must be replaced prior to the placing of the final wear
course.
1700-1
3/89 - GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates~ Inc.
Care shall be taken to prevent sand. chunks of concrete or any other debris
from entering the structures.
1700.3.2. Remove and Replace Manhole and Catch Basin Frames: Where included
in the proposal or the Specific Requirements of Section 1700, the Engineer may
elect to have the Contractor remove all manhole and catch basin castings and
rings if any at the beginning of the construction work. The Contractor then
shall cover the openings with suitable steel plates and continue to construct
and compact the subbase and base courses. Prior to placing the curbing or
final wear course, the Contractor shall raise all structures to final grade
following all construction requirements outlined in 1700.3.1. drainage into
catch basins must be maintained during the time the casting is removed. During
the same time period, the Contractor shall be responsible to keep surface water
and dirt from entering the sanitary sewer system. Adjusting rings needed to
raise the casting to grade shall be incidental to the remove and replace item.
1700.3.3. Reconstruct Manhole & Catch Basins: Where the Engineer requires, or
where it is impossible to adjust the structure with the addition or removal of
adjustment rings, reconstruction will be necessary. In such cases it will be
necessary to add or remove manhole sections. Pre-cast manhole joints shall be
rubber O-ring gasket type to match L sting joint.
In absence of the O-ring joint, older style manhole joints shall be sealed
using a material similar to Ram-Nek or equal gasket material applied in
accordance with manufacturer's recommendation.
1700.3.4. Ad;ust Valve Boxes: Valve boxes shall be adjusted to grade prior to
the placing of the final wear course. Thorough tamping of the material around
the valve box is required. All valve boxes are the sectional screw-threaded
adjustable type.
1700.3.5. Valve Box Extensions: Where valve boxes cannot be adjusted without
the use of extensions this item will be necessary. The contractor shall remove
the upper sections, place the necessary extension and replace the upper
section. Thorough tamping of material around the valve box is required. Valve
box extensions that fit inside the regular top section are not acceptable.
1700.4. METHOD OF MEASUREMENT:
1700.4.1. Ad;ust Manhole & Catch Basin Frames: Adjusting frames or ring
castings v7ill be measured by the number of casting assemblies adjusted.
1700.4.2. Remove and Replace Manhole and Catch Basin Frames: Remove and
replace frames will be measured by the number of castings removed and replaced.
1700.4.3. Reconstruct Manholes: Reconstructing manholes shall be measured by
the lineal feet of adjustment for manholes reconstructed.
1700-2
3/89-GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates, Inc.
1700.4.4. Adiust Valve Boxes: Adjusting valve boxes will be measured by the
number of valve boxes adjusted.
1700.4.5. Valve Box Extensions: Valve box extensions shall be measured by the
lineal feet of extensions furnished and installed.
1700.5. BASIS OF PAYMENT: Payment for manhole and valve adjustments at the
contract unit price shall be payment in full for all costs incidental to these
items.
Payment shall be made based on the following schedule:
Item No. Item Unit
1700.501 Adjust Manhole & Catch Basin Frames Each
1700.502 Remove and Replace Manhole
& Catch Basin Frame Each
1700.503 Reconstruct manhole Lin.ft.
1700.504 Adjust Valve'Boxes Each
1700.505 Valve Box Extensions Lin.ft.
End of Section
1700-3
3/89-GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates, Inc.
1700. ADJUST MISCELLftJ\ffiOUS STRUCTURES
Specific Requirements
1700.0. SPECfrICATION REFERENCE: Unless otheIWise noted herein, all sections of the General
Requirements shall apply.
1 700. 1. DESCRIPTIOl~: This specification covers the work of setting the casting elevations of
manholes, catch basi.ns and valve boxes to final grade. Bid quantities are included in the proposal to
adjust existing castings. New castings shall include final adjustment in the bid price of the castings
or manhole. An additional bid item is included for those existing structure adjustments that will
require removal of more than 0.5' of rings and/or more than 1.0' of new rings.
1700.3. CONSTRUCTION REOUIRElvffiNTS:
Scope of Vvark: The procedure for adjusting structures shall be as appropriate to the standard
procedures used to adjust structures within multiple Hft bituminous pavement sections. The
procedure shall consist of installing metai plates on manhole structures, paving the first lift of
pavement, removing the plate, and setting the rings and casting to the final grade prior to paving the
final bituminous wear course.
Construction Details: Structures shall be adjusted such that they conform to the following
requirements.
a. 1\1anholes and catch basins shall have no more thaIl 4 nor less than 2 concrete adjusting rings.
Concrete adjusting rings shaH be standard, 211 thick , type reinforced rings manufactured for
this specific purpose. Thicker rings shall be used on existing structure adjustments that have
more tha.l1 0.8' of rings. The diameter or rectangular dimension shall conform to the type of
casting on the structure.
bI. Mortar between the rings shall be no less than 1/4 inch nor greater than 1/2 inch. No less than
1/2 inch thickness of mortar shaH be plastered around the outside of the rings to encase the
rings of manllole structures (this does not apply to catch basins within curbs which shall be
encased in concrete). 1\To shjms of any type shall be used to set the rings.
b2. Plastering the inside of the manhole rings shall not be allowed.
c. Ivfortar shall meet requirements ofIvlnDOT 2506.2B.
d. Catch basins within curbs shall be encased in concrete in accordance with Detail Plate No.
SP-59 and SP-60. PJm elevations shaH be set to correspond ~/ith the depressed curb as
illustrated in Detail Plates 1'Jo. 4-9 and 4-10.
34155
\'9 1995 Bonestroo, Rosene, 1700-1
Anderlik & A-ssociates, Inc.
e. Valves shall be adjusted by turning the thseaded screw sections to achieve proper final
elevations. Internal top insert sections shall not be used to accornplish the adjustment.
f The finai rim surface eievation of the structure shaH be 1/4 to 3/8 inch below the adjacent
surface eievation.
1700.5. BASIS C~F P_A.Y1\1ENT: Payment at the unit prices bid for the worle to adjust existing
manl1oles, gate 'valves, and catch basins (where catch basin adjustment is directed) within paved
roadway areas shall be full compensation for all costs to perform the work as specified herein and
shown on the Plans. See Section 24,000 for further definition ofpayrnent for adjustment of structures.
Adjustment of existing manholes shall include removal of up to 0.5' of existing concrete rings and
placements of up to 1.0' of new concrete rings. PlilY removal and replacement of more than 0.5' of
rings shall be compensated at the bid unit price per root for "Remove and replace ex. cone. rings
greater than 0.5 feet".
Adjustments on f!1anholes and gate valves outside of pa\/ed roadway areas, new catch basins, new
valves, nevv casti.ngs, and new manholes shall be considered incidental to the construction of the item.
Removal and replacement of gate valve box top sections, as indicated on the structure adjustment
table ( Sheet 2), shall include final adjustment of the box.
Payment for ftrepair structure" shall include all repair items indicated on the Structure Adjustment
Table (Sheet 2) and final adjustment of the structurels casting.
Payment at the bid unit price for "new casting" and on all new manholes shall include removal of the
existing casting and rings, nevv concrete rings and filIal adjustment of the casting.
End of Section
34155
@ 1995 Bonestroo~ Rosene, 1700-2
.A..nderlik & Associates, hlC.
1710. TRAFFIC CONTROL
Specific Requiren1ents
1710.0. SPECIFICATIOl\T REFERENCE: Unless otherwise noted herein, all sections of the
IVInI)OT 1710 shall apply.
1710.1. DESCFJPTIOI',,-T: Tllis specification covers the work of setting, maintai11ing, and removing
traffic control de-vices during the course of the work.
1710.2. GENERAL: The Contractor shall furnish, install and maintain all traffic control devices
needed to guide~ ~vvarn, control, protect and/or exclude traffic from and through the project. All
traffic control other protectiv'e Ineasures for the roadway and any lane closures and
bypasses shall in corrrornlance vvith the I\/Ii11nesota Iv1]VrUTCD.
Requests for a ShOlt terr.n lane closllre (especit-1Hy on 49th Avenue) shall be made to the Engineer and
the City Street Departfi1ent at least 24. hours prior to ilnplementing such closure. The Contractor
shall furnish, erect andn1aintain all traffic control de'vices required for these lane closures. This
includes, but is not limited to, barricades, ~yvarning signs, flaggers with two-way radios, traiiers,
flashers aJld cones. i\.p pli cation of traffic control devices and sign panels shall be in accordance with
the IvfUTCD. L,ane closures \vil1 not be permitted during inclement weather, nor any other time
when, in the opinion of the Engineer, the lane closures could be a hazard to, or unnecessarily delay,
traffic.
If and \Nhere 1Jaggers ho\v are used shall conforrn to the requirements set forth in
Chapter VI of the r'vlanualonUniform Traffic Control Devices and the following: -\^lhileon duty,
flaggers shall 'vvear hard hats and refleetorized tluorescent orange vests; and flaggers shall be fully
clothed \^Jhen on duty - \'lith srlirt, trolisers) sturdy shoes.Oruy qualified flaggers shall be used.
1710.3. 1\!iAl'bRIpLLS: i\ll traffic control and the rnaterials used therein, that are used on
this project shall conforrn to the applicable requirements .of the latest edition of tIle rvfill~l1esota Manual
on Uniforn1 TrafficC(ontroi Devices.
1710.5. shall be responsible for the Dlaintenance of all traffic
control devices including any tinles of \rvoile suspension for any
reason vihatsoe\/er,
During the tinles 'traffic fuwished and installed by the Contractor are in place,
the Contract.or shall provide a on daily basis to inspect and insure that all traffic control
devices required tor particular control stage in effect are in accordal1ce with the IvlIVItTTCD
and are in a clean legible condition.
34155
(Q 1995 Bonestroo.
A.tldellik &. /\.ssociates. 1710-1
The Contractor shall have at least rNO (2) extra Type ill banicades, five (5) drums, and four (4) extra
Type I barricades with flashers stored at a convenient nearby site for use in an emergency.
The Contractor shall be required to respond to any request from the Engineer, or any designated
representative of the City of New Hope, to impro~ve or correct the usage of traffic control devices on,
or related to, this project, \^lithin one (1) hour of the time of notification.
1710.6. lvIEitIOD OF lVffiASURENlliNT: All traffic control devices required for the project shall
be bid on a lump sum basis, which shall include fufIljshing, installing, daily maintenance and ultimate
removal of all such devices shown over the duration of the contract or as directed by the Engineer.
Any device or sign that is not properly positioned or is out of service for more than two (2) hours
shall be irrunediately replaced or adjusted with no additional compensation.
1710.7. BASIS OF PAY1VIENT: The lump sum bid price for the item "Traffic Control" shall be
compensation in full for all direct and incidental costs required to provide proper traffic control on
this project, and include all items specified or required by the 1vIMUTCD, these Special Provisions,
and the contract.
When a temporary lane closure is used by the Contractor, the closure shall be considered incidental
work and no direct compensation will be made therefore.
The Contractor shall not receive any compensation for traffic control devices that are damaged on
the job or do not rneet the Specific Requirements.
Partial payment of the lump sum item "TrafficControl" will be measured and made using a percentage
based on the follovving:
Cumulative Percent of
"Traffic Control" Item Paid
Traffic Control Implemented - 25
% of Original Contract A..mount Earned - 30 48
0/0 of Original Contract AJi10unt Earned - 40 55
% of Original Contract AJl10unt Earned - SO 70
% of Original Contract P:t-n10unt Earned - 1 00 80
% of Original Contract A-.mount Earned - i 00 100
End of Section
34155
(Q 1995 Bonestroo, Rosene, 1710-2
A.nderlik & Associates, Inc.
2104. REMO\ln,TG MISCELLAJ'ffiOUS STRUCTURES
Specific Requiren1ents
2104.0. SPECfrICATIONREtEREJ\JCE: UrJess othen:vise modified or altered herein, all sections
of1v:LIIDOT 2104 including the January 1991 Revisions shall apply.
2104.1. DES(:1:(U?1~IOl',J: 1""'his \-'lark shaH consist of salvaging or removing itenlS fron1 the project
area that are specifically listed on the proposal. These items include bituminous surface concrete
,
curb and gutter, concrete pavements, pipe, utility structures, castings, and other miscellaneous items.
Alternate Bid 1\: renloval \vill be \/\/here directed by the inspector. Bituminous shall be
renlo\/ed vvhere Alter rniHing, additional bituminous removai may
be required in by nillling. A...s such, each street 1iVill require tViO separate
patching procedures.
2104.3. CO l\IS 1~R_'U eTI 01~ REOUlREr/llil"TT S :
b. R_eITIOvalOIJerations: (Alternate Bid P=-)BituminOLis ren1o'val shall be accomplished by either
Inilling or that "viii oro.vide straiQht edges and not disturb the existing ag~regatebase
J. "-' ~ . .
BitufI1inous in areas, as desigl1ated by the Engineer, shall be removed prior to n1iHing for the
bituil1inous
Biturninous COl1crete curb gutter. This rerflo'ial shall be
considered cornpensation aHo'wed therefor.
B2. Sa\~ving (2oncrete;Pavement: concrete driveways shall be sav./ cut along renlovallines
if existing joints r- (Y"~' ~ 1..ct .. d
not or SUITIClentdeptn to ])fOVl e a neat straight e · ge.
Existing concrete shall be S3.\\tcut indicated as incidental to the removal.
B2. Sa\;'linQ BitllIrJinousPavernent~ sa""vV cut or trinlnled to produce a neat line. Saw
cutting and edges ofbitttnUll0Us shall considered incidental vvith no additional
cornpensatlon therefor.
/""1. IJisposal J!i_..L':/laterials and [)ebris: items shaH be rernoved from the project site and be
L. disposed of at a Such disposal areas shall be appro'ved land fills or
property under , in accordance '\vith State and local rules and
regulations. burying of debris on the c;;itP.\,~l;n h~ ~prri1ittpd
$J ~ ..""" -+t~_""' v v p~~.,I_ ..-..~...... .......".. ..
AJl sal\/age the OVioer and shall be delivered by theCol1tractor to
the O\,vner's Garage located at the intersection East F...esearch Center Road and
International
34155
(Q 1995 BcmeSlroo, 2104-1
.A.ndcrlik & ,D"sso::iates,
2104.5. BASIS OF PAYIVIENT: Payment for removai shall be at the unit prices bid and shall be
compensation in full for removal, repair and/or replacen1ent of damaged or lost items as required,
hauling of material a11d debris to a disposal area selected by the Contractor, complete compaction of
trenches and depressions, and cleanup of the area.
Payment for removal and/or plugging of pipe shall be at the unit price bid and shall be compensation
in full for all items required to complete the worle. Plugging of existing vep shall be by a concrete
plug.
Payment at the bid unit price for remove existing concrete curb and gutter shall include saw cutting
of the concrete to facilitate the removaL
Payment for 'iremove structureti shall include salvagil1g of the existing casting and delivery to the City
garage.
Payment for 11 abandon l\1H" shall include salvaging the existing casting, removing the rings and the
top slab, plugging the lines, and filling the structure with cornpacted granular material.
Payrnent at the unit price bid per each for "remove existing bituminous pavement from manhole cover
and frame" shall be full corl1pensation for all items required to complete the work.
End of Section
34155
@ 1995 Bonestroo, Rosene. 2104-2
.i\.t"1derlik.& Associates, Inc.
y --~
2105. COlVilv10N EXCA V ATION AND Pililvl0V ALIREPLACEMENT OF RECLATh1ED
IvlA TERIAL
Specific Requirerrlents
2105. SPECIFICATION REFERENCES: Section 2105 of the Minnesota Department of
Transpoitation "Standard Specifications forConstructionll 1988 Edition and all amendments thereto
shall apply except as rnodifiedor altered in the Specific Requirernents.
2105.1 DESCPJPTIOt~ OF WORI(: This w.ork shall consist of the handling of the in-place reclaimed
n1aterial and the required excavation for purposes of reconstructing all streets to the design typical
sectIon.
This itern also includes:
1) Excavation and regrading .of subgrade.
'}\ Excavation and regrading of storm Se\Ner pond.
.iJ}
Salvage placement of topsoil or topsoil borrow on all project areas where required.
4\ Excavation necessary to reCOllstrciCI drive\Alays throughout the project.
j 21 05.2. I'v1ATEIZI?~S:
A. Excavation lvlaterial: Excavations yvill classified for payrnent asCornr.non.
AI. COilln1on Excavation: Is defined as Inaterials relno\led below the reclailned biturninous
surface to finish subgrade ele"vations (estirn.ated at 3 Ii tflick) as indicated on the plans. It may also
include relnovalof the top (3 II thicje) reclairned bitl1I111nous sUITace in the event the Engil1eerelects
not to renlove/replace reclain1111aterial (5:1 It is also defined as the removal of any n1aterials
\vithin the subgrade that are deterrnined to unsuitable as road\vay subgrade f.naterials and it is
fijrther defined as the rernoval, replaceinerrc;; blending~ and reCOiYlpaction of the upper one foot of
subgradematerieJs tofu!111 a uniforrn subgrade. .-fhe stOlT!1 sevv'er pond and drainage s\^lail excavation
shaH be classified as COll1I11on.
Rernoval/Replace reclairx'} material 11 defined as rerno,\ialof reclairned biturninous surtace
(5" thick) and its replacen1ent.
2105.3.
reciarnation r- 5;1 reclairned Inateriai is to be placed to
surlace~
the depth as indicated ill the t;/pical This is to be con1pleted as follow~s. First,
the 5" of reclairned rnaterial shall be excavated and placed at a tenlporary stocle pile location.
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\Q 1995 Boncstroo. 2105-1
i\.nderlik: & /\..s.sociates, Inc.
1\f ext, the Contractor shall core excavate approyJnlately 3" of the existing subbase. Then the
stockpiled reclaimed inaterial vvill be baclcfilled into the core excavation to a depth of 5", as
specified il1 the typical section. The subbase and reclainled bacldill material grade shall not
vary by _I' and O.041~ respectively.
B. ET~cess e:Kcavation materials shall becorne the property of the Contractor. I\.Jfiningofmaterials
for rernoval from the project area and replacement with less desirable materials by the
Contractor shall not be perr.oitted.
c. For this procedure the contractor will be allowed to close a section of roadway beginning at
7: 00 pj..1vf. The length of the closed section will be limited to the amount of roadway the
Contractor can complete the excavatio~ 8..i1d reclaim plaCelTIent in the course of that working
day vvh.ich will end at 7:00 P.1VI.
D. COfl1pacting En1banl<Jllents: Conlpactlon of ail emban1rments under roadvvays shall be done
to Specified Density Standards, 95% and 100% for the upper 3' of the roadway.
E. Finjshing Operations: Topsoil borrow shall be used only when specifically authorized by the
Engirleer. It is included in the \-vork fuid bid on the proposal only as a contirlgency to be used
in areas where there may not be sufficient topsoil in place. This \AlorIc shall not be substituted
for the iilcidental \X/ork required of the Contractor to salvage al1d replace the existing topsoiL
pJl core excavation Inaterial becomes the property of the contractor and shaH be loaded and hauled
off the project site as part of the bid unit item for remove/replace reclaimed material and comil1on
exca'"vation.
2105.4. IVili'IHODOF l\J1Ep!.SlrKEl\l1Ef~T: COITh!1on Excavation for the streets will be measured
by cross section fu!d shall not ltlclude excavation or replacement of reclamation removal volume. 'The
typical depth -of Gore cut is 3 II. If the subbase core excavation is cut excessi,'ely deep, the quantit)T
shall be based on square yard of area multiplied times the typical section of 3 ". AJlY addition backfiU
required to ineet grades vvill become the responsibility of the Contractor.
Ren1oval/replacement of reclaimed material shall be measured by the square yard. This area shall be
eQual to the area of reclaimed bituii1inous (511 thicl{). F(emovai and Replacelnent include excavating
.. ... ..
and stockpili.ilg the reclaimed luaterial and then baclctilling the core cut with the reclaimed material.
This itern includes all cost associated ~with e:{cav'ating and hauling tl1e 111aterial betvveen in-place
reclalnation and the tenlporary stock pile.
Exca'vation IVraterial: lvleasurernent of the work shall be as follo\.vs:
Qua..iltities for corn.rnon ej(cavation .will not be included for rernoval of any ITlaterials from drivevvays
that are to be replaced \filith concrete or 3 n thick bituminous -v\learing courses. Con-uuon excavation
for thesedri\le\Vays shall be considered incidental to the construction of the drivew.ays.
34155
':9 1995 Bonestroo~ Rosene, 2105-2
Anderlik & ~.;ssociates, Inc.
Borrow Material: Topsoil borrow and select granular borrow shall be measured by loose volume and
shall include all costs associated with spreading and grading the borrow material.
2105.5. BASIS OF PAYMENT: Remove/replace reclaimed material and common excavation shall
be paid for at the bid unit prices stated on the Proposal This shall be considered compensation in full
for all costs of excavation, loading and hauling of the excavated material off the project site. It shall
also be considered compensation in full for all costs of removing the inplace reclaimed material and
placing the reclaimed material in the bottom of the core excavation.
End of Section
34155
@ 1995 Bonestroo, Rosene, 2105-3
Anderlik & Associates, Inc.
2110. RECLAlVIATION AND SAL V AGE OF BITUIvITNOUS SURF ACE
Specific Requirements
2110.1. DESCRIPTI01~: Under these project specifications the existing bituminous surfacing and
a portion of the existing base material will be reclaimed and the material will be used in the street
reCOl1struction process as aggregate backfill n1aterial.
2110.2. MATERIAl:
A. Recla.mation ofBitun1inous Surrace: Is defined as material created by reclamation of existing 3 II
bituminous slJrface and 2" subbase Inaterial.
B. Salvage offteclairned Base IVlaterial: Is defifled as remo~vaJ and replacement ofreclairned TIlateriai
as specified by the Engineer.
2110.3. C 0 }'~TSI"'I( U C l~I 01'I REO UlRErvffil'JTS : This vV'ork shaH consist of the creation of a
stabilized base course con1posed of a mixture of the exjsting bitun1inous pavement and 2H existing
base course fnaterial.The rnanufacturer of the stabilized base course shall be done by reclamation
equipn1ent that pulverizes and blends the existing paven1ent and base materials. The process v"rruch
resiJlts in a stabilized base course~ shall be accoI11plished in accordance with these specifications and
conform to the lines and grades shovln on the plans as established by the Engineer.
P.~J tIle ti.l11e the proposal is submitted for t}ijs '.;vork the Contractor shall specify the equipmel1t to be
used for the reclarl1ationprocess, Contractors are required to state, make, model and year of the
machine they 1;./ill use for this process.
The equipment Blust be able to reclaim aU n1aterial up to the toe of the curb without driving on the
curb. If reel 3111at i on to toe is not possible, the strip of bituminous lnust be peeled from the curb and
then reclaimed. The equipnlent Inust be hydrostatically driven v/ith pneumatic tires, have
con1puterized controls, have fOll1' \"vheel drive, and must be capable of cutting up to a 1611 depth in
one pass. iuso the reclailner Blust have a cutter dnlll1 that is independent of the frame of the
eqllipment so that the tires and the cutter druil1 do not have to parallel each other. Finally, the
reclaimer filust flot darnage the rnaterial the plan depth as sho,vnon the appropriate typical
rOad\\lay section.
The cutter druB1 operate parallel to the road\vay surface at all tir.nes, reciain1ing a typical
reclairn section of 3 Ii ofbiturmi'10l.1S and 2'1 of base material for a total of 51i. To achieve fb.is uniform
5" section across the entire \vidth of the the rotating drurl1of the reclaimer l11ust be able to
parallel the existing road"v,Jay surface,
The depth of and base rnateriai to reclailued is anticipated to be about 5"; however, it
may be bet\^!een .3.5 iriches and 6 inches.
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Copyright 1995
Bones'iIool Rosene, 110-1
& Associates. Inc,
After the reclarnation process has been accomplished on a given street, it is anticipated that the
Inaterial will rernain inplace and \vill provide residents 'Nith suitable access. As described above,
dUThlg this period of the construction activity, the Contractor will be responsible to blade, water and
maintain the surface.
If the next phase of construction is either sanitary Se\\ler repair, storm sewer, or water main
installation, the;Contractor shall salvage the Inaterial from the proposed trench area and shall
temporarily stockpile the material for use later. Upon cornpletion of the pipe installation and
baclcfilJing operation, the Contractor shall restore the trench surface area \vith the salvaged material,
so the entire roadway is accessible for traffic.
B. Gradation Reauirelnents: Then1aterial shall be pulverized to meet the following Class 5
gradations:
Siev"e Size Percent Passing
1-1/211 1000/0
1 il 90%- 100%
1.
3/8 II 50% - 90%
J:~ o. 4 35% - 80%
No. 200 3% -100/0
C. Cornpaction ~g..equirements: In the e'\lent that the sufficient reclaimed base material is not
available for use in the specified areas, aggregate base shall be placed to supplement the reclaimed
base material in accordance \:vith Section 2211 i\ggregate Base.
A...fter the nlaterial has been processed and placed, it shall be shaped, graded, and compacted to the
tilles, grades, and depth as ShO"\'vll on the plaJ1S and established by the Engineer. The equipment must
be hydrostatically driven "Vvith pneulnatic tires. Compaction requiren1ents lTIUst be met by the end of
the worl( day. The density of the Subgrade shall be that attaii1ed by the Ordinary Compaction Method
in accordance with Jv1nIDOT Spec. Section 2211.
D. Testing for Stabilitv: Prior to final grading of the Reclaimed Base Material and prior to the
placelnent of the Type 31bitul11inous base course as described in Section 2331, the Contractor shall
furnish a taJldem tCllck loaded vlith a minin1uD1 of 14 tons to checlc the completed sLlbgrade for soft
spots.
Test rolling operations viill be performed under the provisions ofl\1n!J)OT Spec. Section 2111. The
engineer shall deterrl1ine areas to be subcut. Remove and stock.:pile the reclaimed base material for
re-Llse. Soft areas rnust be rerno'ied and replaced with reclairned base material. Th.e excavation of
sore areas shall be considered to be IICorruuon Exca~vation" and is described in Section 2105.
Exca\ration and Embanlunent.
34155
Copyright 1995
Bonestroo, Rosene, liIlc1erlik 2110-2
& Associates, Inc.
E. Test Section: The Contractor shall test his method of bituminous surface reclamation on a 500
ft. by 10ft. test section to verify that the required gradations can be met. Gradation testing of the
reclaimed base material produced in the test section shall be provided by the Engineer. The test
section, processing and blending of the base material shall be considered incidental.
2110.4. :METHOD OF :MEASURE:MENT: Reclamation of Bituminous Surface shall be measured
by the square yard of existing bituminous surface pulverized and blended to the specified Class 5
gradation.
Salvage Reclaimed Base Material shall be measured by the cubic yard (CV) placed and defined as the
reclaimed base material below the existing bituminous surface to the depth placed.
2110.5. BASIS OF PAYI\1ENT: Payment for the work under Reclamation of Bituminous Surface
shall include compensation for processing blending the existing bituminous surfaces and underlying
aggregate to the specified gradation regardless of whether the blending and processing is
accomplished in place or at a central processing location.
Salvage Reclaimed Base Material shall include compensation for reclaimed base material in areas
designated by the Engineer and placed and shaped as aggregate base.
End of Section
34155
Copyright 1995
Bonestroo, Rosene, Anderlik 2110-3
& Associates, Inc.
2130. APPLICATION OF WATER
Specific Requirements
2130.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections
ofMn/DOT 2130 shall apply.
2130.1. DESCRlPTION: This work shall consist of the Contractor furnishing and applying water
for dust control and compaction within the project limits and as directed by the Engineer. This shall
include application of water on weekends and holidays when so directed by the Engineer. Water may
be obtained from the Owner in accordance with the Special Provisions, Use of Water.
2130.5. BASIS OF PAY1vIENT: Application of water during any time period shall be considered
incidental with no additional compensation allowed therefor.
End of Section
34155
<9 1995 Bonestroo, Rosene,
A.nderlik & i\.ssociates, Inc.
2211. A GGRE GA TE BASE
Specific Requirements
2211.0. SPECIFICATIO}.J REFERENCE: Unless otherwise noted or modified herein, all sections
ofMn/DOT 2211 shall apply.
2211.1. DESCPJJfiIIOl'\J: This \^!ork shall consist of the construction of aggregate bases.
2211.2. MArfERli\LS:
rnaterial shall r.neet Iv1rtiDOT' Specification 3 138 tor Class 5, 1 00% crushed quarry
rock. or clolon1ite) quarf'jlbedroclc is used in total or ifl part, the
n1inus 200 size fiaction of the carbonate a2Qregate insoluble residue shall110t exceed ten rIO) nercent.
'-'"'-' '-" , .L
Insoluble residue shaH be tested in aCGordanc.e \~lith current IV1rvDOT test procedures.
2211 . 3 . CONSTRUC'TION FEQUIREI\/[El~ITS:
Pl.. General: lohe subgrade shall be inspected, checl(ed, and approved by the Engineer prior to
placen1ent of a,ggregate base.
The Contractor shail install the imrf1ediateiy after completion and approval of the
subgrade. The Contractor shaH be responsible to maintain the aggregate base until completion of
bitunuI10US surfacing as incidental to the \'vith no direct payn1ent therefor. Additional aggregate
base required dLH3 to erosion, vvashouts, settlen1ents or other siwilar causes shall be replaced
by the Contractor \vithout additional cOfl1pensation therefor.
C. Snreading and COI11DactinQ: I'he aggregate base shaH be shaped, rolled and cornpacted after
- - cOillpletion of curb and gutter but prior to placelnent of bituminous surfacing. COlnpaction shall be
obtained by the 11 Specified Density Ivlethod II .
2211.4. IviETI-I()D OF IvIEP~SUltEl\AEr~'~r: i\.ggregate base used on this project shall be rlleasured
by vIleight in tons only of I11atelial deposited the roadvlay as required by the standard cross-section
shO'Y\/l1 on the or as directed by the Erlgineer.
TheC,ontractor pro'vide a rneans of coHectillg all of the \xleight tickets on the site. l:-.J 0 v\7eight
t1 clcets shall leave the site. The Contractor shall re\lievv' the weight ticket collection and
do CUll1entatio n proposed the Resident Project l~epresentati've prior to placelnent of
aggregate base.
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:&j 1995 Boneslroo,
A.llderlik 8:. Associates, 11-1
2211.5. BASIS OF PAYl\.1ENT: If aggregate base material is being wasted or placed excessively
thick, the Engineer resetVes the right to deduct quantities that are in excess of plan thicknesses. Said
quantities shall be based on aggregate material weighing 110 pounds per square yard of area per inch
of thickness.
Payment at the unit price bid for "recycled aggregate basell shall be for any crushed concrete or
bitumirlous that is used as directed by the Engineer. ftJl other aggregate base that is used shall be paid
for as "crushed quarry rock" at the unit price bid.
Payment at the unit price bid for any aggregate base shall include any required excavation and
disposal of existing aggregate and subgrade materials to top of subgrade elevations. No price
adjustments "vill be made for changes in aggregate quantities.
End of Section
34155
':9 1995 Bonestroo, Rosene, 2211-2
Anderlik & Associates, Inc.
2231. BASE RECONDITIONING (CRACK REPAIR) (ALTERNATE BID A)
Specific Requirements
2231.0. SPECIFICATION REFERENCE: Unless otherwise modified or altered herein, all sections
ofMn/DOT 2231 and 3723 shall apply as well as the requirements of the Manufacturer.
2231.1. DESCRIPTIONS: This work shall consist of repairing cracks on existing street surfaces
after milling operations and before bituminous overlay. Cracks to be repaired shall be as directed by
the Engineer including the longitudinal cracks and numerous transverse cracks.
2231.2. MATERIAL: The pavement joint sealant shall conform to Mn/DOT Specification 3723.
2231.3. CONSTRUCTION REOUIRErv1ENTS: Joints and cracks shall be routed or milled to an
area of 3/411 x 111, cleaned of any foreign material, dried out, and filled with mixture for joints and
cracks.
Crack cleaning equipment shall consist of an air compressor capable of delivering a minimum of 90
psi at discharge. Prior to placement of crack filler, a heat lance shall be used which is capable of
drying out the crack. Application equipment shall consist of an oil-jacked soluble boiler equipped
with a n agitator. Separate thermometers for oil and seal shall be provided for on the melter pot.
Pour pots are not acceptable.
Crack sealant must be hand squeeged for over banding. Sealant overfill shall extend 1/2 inch on each
side of the crack. Upon completion of placement of joint repair material, talc, powder, or carefully
placed toilet paper shall be placed over the material to prevent tracking.
2231.5. BASIS OF P A Y11ENT: Payment of mixture for joints and cracks shall be by the pound
placed. Payment for the accepted quantity at the appropriate contract price per unit of material
furnished and placed, shall be compensation in full for all costs of removal and disposal of the existing
deterioration materials and for all costs offumishing and placing the filler materials as specified. No
price adjustments will be made for changes in crack repair quantities.
34155
~ 1995 Bonestroo, Rosene,
Anderlik & Associates, Inc.
2232. :MILL P A YEMENT SURF ACE (ALTERNATE BID A)
Specific Requirements
2232.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections
ofMn/DOT 2232 shall apply.
2232.1. DESCRIPTION: This work consists of the milling of existing bituminous surfaces
throughout the project area. It is anticipated that milling for the project will be completed in a
number of mobilizations. The milling sequence shall be reviewed with the inspector on a weekly basis
and included in the Contractors montWy schedule.
2232.3. CONSTRUCTION REQUIREMENTS:
A. Equipment: Shall be capable of removing the required thickness of pavement described below
In one pass.
B. Operations: The Contractor shall mill the specified widths indicated on the typical sections for
each street. The milling shall vary from approximately 1-1/4" thick at the gutter edge to 011 at
centerline. The exact thickness of the milling will depend on the slope of the existing bituminous.
The finished milled surface shall be at approximately 3.0%, starting 1-1/4" down from the gutter
edge.
A neat, straight edge shall be provided at the curb edge for the new bituminous overlay surface.
The loose material resulting from the operations shall be disposed of outside of the City at a site
selected and obtained by the Contractor. Excess milled material which falls from the milling machine
unto the street surface shall be promptly removed and disposed of
If any concrete curb and gutter is damaged due to the milling operations, it shall be removed and
replaced with no additional compensation allowed therefor.
2232.4. 1v1ETHOD OF 1v1EASUREMENT: Pavement milling will be measured by the actual area
milled in square yards. To compensate for the required tapered milling, the minimum milling width
for measurement shall be seven (7) feet. Patch areas, where bituminous has been removed prior to
the milling, will not be included in the milling quantity.
End of Section
34155
(Q 1995 Bonestroo, Rosene,
Anderli.k & Associates, Inc.
2331. PLANT -MlXED BITUMINOUS P A VEI\1ENT
Specific Requirernents
SPECIFICATION REFERE1'fCE: Unless otherwise noted or modified herein, all sections
of
shall c:onsist of the C011struction of plallt-mixed bituminous
to specified thicknesses. Type 31 base shall be used in areas of2 inch
thlClc patch. 1 IVlodifiedvvear shall be used for drive,^,'ays and bituminous trails. It is
anticipated thatbitu111inous patch paving and bitlln1inous \\lear paving will be completed in many
phases. contractor a nllmberof mobilizations for both patching and
final \hrear
2331
A. P~ggfeQate: conforn1 of31 following gradations for each iype
of illi;{:
~rype 3 1
Perce:ntage (Base R; I\/fodified
Passing Binder) Type 41 Type 61
Sieve Size BA:.-2 (Wear ) (Wear)
1-1/211 or.....--_....... ..' _. ~ -- ......fIIIw.......... '-"---11IIIII ....
3/411 100 00 ....~-- 1IIIIIIIo....,.,......
5/8 tI 100 IV:II__~ ~...~tIIIII-
1/21; .;~;;....-_- rNfJ'>...,.......~'*"".~ 100 100
3 18 II 65-95 _iIR'IIfI__....... 90-100
l'T o. 4 ~,.,._.I>WO._ 40-85 60-80
No. 10 ,~. /'" c. 30-70
) -0..) ...".._--
1\To. 40 1 O"~3 5 1 __1K...._ 5-30
1'10. 200 1-.8 1 2-8 0-5
B. shaH to I\;1nfDOT Specification 2331.2B.
2~r,. j -,
,,),)1.-'.
A. General: urliforrn clrts at the edge of all existing surfaces as
the peeving sequence \vith the Engineer
prior to proposed sequence shall address such things as
longitudinal searns, hauling routes, and placelnentof pavernerlt markings.
34155
fQ 1995 BGnestroo. Rosf;ne.
Anderlik& Associates. hIe. 2331-1
Also the Contractor to provide adequate signing, marking, and personnel to facilitate the wear course
paving and associated lane closures as described in the special provisions.
B. Restrictions: AJI street surfaces shall be checlced a11d approved by the Engineer prior to paving.
Existing bituminous pavements must be dry prior to placement of any bituminous pavements.
The wearing course 111iATLlre shall not be placed \vhen the air temperature, in the shade and away from
artificial heat, is 50 degrees or less, otherwise approved by the Engineer. Paving of bituminous wear
course shall be completed by the date indicated in the Special Provisions.
During the placement of the wear course mixtures the Contractor shall provide a minimum of six
personnel as follows: one paver operator, two persons to operate the adjustment screws on the
paver, one bituminous finisher (raker), one rubber tire roller operator, one rubber tire roller operator,
one steel drum roller operator. Compaction operations may require additional roller operators to
obtain the specified compaction.
C. Equioment: The Contractor shall review his proposed grade and slope control procedure with
the Engineer prior to paving. The procedure shall be subject to the approval of the Engineer.
El. Bituminous Material: The percentage of asphalt cement in the mixture shall be verified through
spot checks by the Contractor during the ~vture production. The Owner will verify the spot checks
by having extraction tests taken from the samples of the mixture obtained from the project site. The
percentageofbitul11inous material, by weight, in the wear course mixtures shall not be less than 0.3
percent of the amount designated by the job mix formula. If the Contractor fails to meet this
requirement he will be responsible for the worI( and costs associated with placing a bituminous seal
coat on the entire project in accordance with :rvfn!DOT Specification 2356.
E2. Job-Mix Formula (J1\.1F): The J1\1F used on the project shall be subnlitted for review by the
Engineer at the preconstruction conference. Review of the JMF will be completed vlithin two weeks
of the completion of the preconstruction COl1Jerence. All approved JMF must be available a rrJ.inimum
of 5 calendar days prior to beginning placement of each bituminous course.
Either IvtnlDOT mix design or Contractor triai mix design procedures for determining the JMF may
be used.
Recycled, Type 42 rnixtures n1ay not be substituted for Type 41 or Type 61 rmxtures.
34155
~ 1995 Bonestroo, Rosene, 2331-2
Anderli.l<. & Associates, Inc.
E2c. Wlixture Design Requirements: The design air voids in the mixture for bituminous wear courses
shall be between 2.5 and 4.0 percent, and between 3.0 and 5.0 percent for bituminous base and binder
courses. 1~he rninirnum added nevI asphalt percentage for each course shall be as follows:
Type 31 (base and binder) 4.5%
32 (base and binder) 2.8%
Type 41 5,5~o
Type 41 modified (wear) 5.8~o
Ty-pe 61 (wear) 5.8%
E2d. Ivl1xttlre PrOdtlction: The gradation of the aggregate materials used in the bituminous mixture
shall confornl to the \~lorking range gradation oftheTh~1F. 'The \Alorking range gradation must fall
v1'ithin the gradation lirnits stated under 233 .2.J.~' Aggregate, Randon1 sampling of all bituminous
rrJxtures shall be accornplished on the project to insure conlpliance with ,gradation requirements.
The n1il1ilYiUnl rateaf sarnpling one per 500 tons per day. Each sample shall weight
50 pounds and be obtairled from the paved irrnnediately behind the paver. Following removal
of the test sample, the Contractor shaH inu-:nediately patch the san1pled area.
Testing oftne sarapIes for gradation and oil CCHTtent will be accorrlplished by an Independent Testirlg
Laboratory and COnfOfl11 to AST'}!! ell?, 136, and D2172. If the test results indicate that the
gradati,on of the agQJegate ill the biturrllrl0US rnixture is outside of the J1V1F working range, pavement
~ ~ ~
for bituminousnlixture shall be reduced in accordance "\A!ith the following formula.
The difference the failing percentage and the J1V[f \^larking range percentage plus orle
percent shall be rnultiplied by a factor of 2. failing percentages for each sieve shall be sUnLmed
and the result vvill equal the total percentage reduction in paynlent. This redLlction shall be applied
against aU rrcix placed fraITl vlhich the test salTiples were obtained.
H. Compaction C>perations: Cornpaction requirements shall conform to M1IDOT Specification
233 1.H2 as specified density inethod. required lift of bitun1inous mixture shall be un.iformly
cOillpacted to a density not less than 95 percent of the marshall density. Sufficient compaction
equipment of proper size and good lYlecharucal condition shaH be used to compact the mixture to the
specified requirernents. For this purpose, av.ibrating steel drum roller and one pneumatic tired rollers
shall be ernployed in conjunction \vith other during c0111paction of all \rvear courses except
bitufi1inotlS path~v./ay.
In place bitu111inous rnr'{[ures densities shall have pay reductions of the bid Llnit
prices, in accordance \vith I\/InfDO]~ 1~able 31.5.
34155
<<d 1995 Bonestroo.
Anderlik & Associates. 2331-3
J. Thickness and Surface Requirements (Alternate Bid A): Patch areas shall be patched before
milling, as directed by the Engineer. The finished surface of the patch shall be at an elevation to alla-w
for an even l-~" overlay above the patched and milled surfaces. The Contractor should be aware
that additional patch areas may be identified by the Engineer once the milling is complete.
All patching shall be 2 II thick.
K. Construction Joints: \Xlhere the nevI construction meets existing bituminous surfacing, the
existil1g surface shall be sa-vv cut straight and uniforri1, prior to placement of the biturr,inous base
course. A taclc coat shall be applied to these existing joints and also along the front edge of the
concrete curb and gutter.
N. Biturninous l\1ixtures Measured b~y the Square Yard: Bituminous mixture for driveways shall
be required at those locations as directed by the Engineer. As indicated in the proposal, bituminous
driveways shall be 311 thiele, Type 41 Modified wear.
2331.5. BASIS OF PAYlVlliNT: Payment for each bituminous course shall be by the ton of material
placed, accepted and shall include both the bitui:rlinous course mixture and the bituminous material
for mixture.
Ifbituminous paving material is being wasted or placed excessively thick, the Engineer reserves the
right to deduct quantities that are in excess of plan thickness. Said quantities shall be based on
bituminous material weighing 110 pounds per square yard of area per inch of thickness.
Payment at the unit price bid for Type 31 Bit Base for patching shall be full compensation for all
materials required to complete the work including, compacting and grading the existing or new
aggregate surface and the biturnL?}ous material in the ~vture. This work includes bituminous mixture
for patching bet\iveen existii1g bituminous pavements and ne\rvly constructed concrete curb and gutter
and in those areas where the existing bitunlinous pavement has deteriorated to the point where it must
be removed and reconstructed.
Payrl1ent at the unit price bed per square yard for 3" Thick Bituminous Wearing Course for Driveway
shall be full compensation for all materials required to complete the work including bituminous
material in the mixture.
End of Section
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2357. BITUMINOUS TACK COAT
Specific Requirements
2357.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections
ofMn/DOT 2357 shall apply.
2357.2.1. Bituminous Materials: For tack coat shall meet the requirements for RC 70 or RC 250.
2357.4. 1vfETHOD OF 1vfEASURE1vfENT: Tack coat shall be measure based upon a application
rate of 0.05 gallon per square yard.
2357.5. BASIS OF P A Y1v1ENT: The unit price bid for tack coat shall include cleaning of all debris
and dirt from the existing bituminous surface prior to placement of tack coat. Tack coat shall be paid
for by the gallon.
End of Section
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2502. SUB SURF ACE DRAINS
Specific Requirements
2502.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections
ofMn/DOT 2502 shall apply.
2502.1. DESCRIPTION: This work consists of the installation of 4" perforated drain tile where
directed by the Engineer. The drain tile will be used at low point catch basins to improve subsurface
street drainage. The Contractor shall verify drain tile opening locations in new structures with the
inspector prior to ordering his new storm sewer structures.
2502.2. MATERIALS:
2502.2B. Pipe: Shall be 4" Corrugated Polyethylene Tubing (PE).
2502.2D. Granular Materials: Trench backfill shall be Coarse Filter Aggregate (3149.2H).
2502.2F. Geotextile, Type I: All PE shall be wrapped in either a fabric or knit sock.
2502.3. CONSTRUCTION REQUIREMENTS:
2502.3A. Excavation: Trench width shall be 12" minimum, 24" maximum.
Drain tile shall be placed a minimum of 48B below top of curb grades.
2502.3C. Backfill: Prior to backfill, the Contractor shall insure that the pipe is properly aligned in
the shaped cradle before placing the enclosing filter aggregate. At time of placement, filter aggregate
shall be free-flowing, but with adequate moisture to permit satisfactory compaction. The aggregate
shall be compacted in t"\NO approximately equallifts.
2502.4. METHOD OF MEASUREMENT AND PAYMENT: The unit price bid per foot for 4" PE
Perforated Pipe Drain shall be full compensation for all items required to complete the work including
trenching, pipe, installation, aggregate, and compaction.
The unit price bid per each for connections to existing structures shall be full compensation for all
items required to complete the work. Connections to new structures shall be considered incidental
to the construction of the structure if connection locations are determined early enough to have
openings precast by the structure manufacturer.
End of Section
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2521. W ALI(S
Specific Requirements
2521.0. SPECIFICATIOl~ REFERENCE: Unless otherwise modified or altered herein all
sections ofMnlDOT 2521 shall apply.
2521.1. DESC1~"-[PTION: This work consists of the construction of concrete walk, bituminous
trails, and concrete pedestrian rarnps.
2521.2. 1vtATERlALS:
Pi. Concrete: ai:r content of concrete shall not be less than 4-1/2 nor more than 7-1/2
percent.
E. Biturninous Ivlixture: Shall n1eet requirements of Section 2331, for Type 41 Wear Course.
G. Granular IVlaterials: Subbase for concrete walk shall meet the requirements of granular
barrov! (3149 i\) e~{cept that 100 percent of tIle material shall pass a 1-1/2 inch sieve. Existing on
site fnaterials be used if appro\led by the Engineer.
Base for shall 111eet requiren1ents of Section 2211, Aggregate Base.
2521.3. COl\TS'TRUC:TION REOIJIP~rvfEl"~TS:
A. Foundation l)reparation: The fil1ished foundation shall have a transverse slope of not more
than one-half . per root. AJl soft and spongy areas shall be removed and all depressions filled
and thoroughly con1pacted in layers not exceeding six inches in thickness. Compaction shall be
obtained by the 11Specified Density 1\1ethodl1 and meet or exceed 95 percent of Maxinlum Density
for subbase concrete w.aHcs,
Constru.ction under bitu'rninous sha.ll be in accordance with requirements of Section
2211:, Aggregate Base.
C.Concrete:
':2. Joint 'Constr:uction: Expansion joints be placed a Hlaxin1uln of 40 feet apart. Spacing or
contraction joi.nts shall equal the \;vidth of the \valk.
D. Bituluinous: (':()I1S1fuction be in,lccordance 'v-lith requirements of Sectiorl 2331.
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2521.5. BASIS OF PAY1\1ENT: Granular borrow for subbase under concrete walks shall be
considered incidental with no additional compensation allowed therefor.
Base materials for use under bituminous \valks shaH be measllred and paid for in accordance with
Section 2211, _Aggregate Base.
PaYlnent for 4ii concrete include pedestrian curb ramp construction where directed.
of Section
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2531. CONCRETE CURB AND GUTTER
Specific and General Requirements
2531.0. SPEClFICATION REFERENCE: Unless othelwise noted or modified herein, all sections
ofIV1nIDOT 2531 shall apply.
2531.1. DESCR1P'TIOl~: This work Sllall consist of installing concrete curb and gutter and concrete
drive\vay pavement \vhere sho\vn on the plans or directed by the Engineer. Concrete curb shall be
the same as adjacent curb unless otherwise directed. Curb and driveways may have to be installed
half at a time to n1aintain access to garages,
2531.2. Mi\TERIft:LS:
p.~.Concrete: The air content of the concrete shall be not less than four (4) nor more than seven (7)
percent.
2531.3.CO~JSTRUCTION REOUIREIViliNTS:
A. Foundation Preparations: The contractor shall shape and compact the gravel base prior to starting
concrete construction.
C. Joint Construction: Expansion joints shall be placed at intervals of not more than sixty (60) feet
for n1anual placement and not n10re than 200 feet for slip-form placement.
D. !vfetal Reinforcen1ent: Rei:rJ(}rcement of curb and gutter shall be provided at all utility trench
crossings as directed by the Engineer. The reinforcing shall consist of two (2) - 20 foot #4
reinforcing rods centered over the trench and placed three (3) inches above the bottom of the curb.
I-I. Joint Sealing: Shall not be required.
J. Backfill Constiuction: Backfilling of the curb and gutter shall be completed immediateiy after tIle
curing period and prior to bituminous surfacing of the roadway. Extreme care must be exercised by
the contractor during this operation to prevent horizontal displacement of the curb and gutter.
Backfilling shaH be considered incidel1tal to the construction.
2531.4. IvffiTHOD OF'lv1EASUFlEIVllil'r]~:
A. Bv Linear Foot: ?t alleys and private entrances, curb and gutter shall be n1easured by the linear
foot placed.
COl1crete vaHey gutter shall be rneasured as indicated in the plan sheet detail.
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2531.5. BASIS OF P A Y1v1ENT: Reinforcing for concrete curb and gutter shall be paid for at the
bid unit price per lineal foot of concrete curb reinforced as stated in the proposal.
It is assumed that curb and gutter will be either placed by machine or hand. For this reason, separate
bid items have been provided in the proposal. It is assumed that the curb and gutter with the largest
quantity and labeled as IlpatCll" will be placed by hand.
End of Section
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2575. TURF ESTABLISH1v1ENT
Specific Requirements
2575.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections
ofMnlDOT 2575 shall apply.
2575.1. DESCRIPTION: All disturbed areas within the project shall be sodded as directed by the
Engineer. Sodding of the drainage swale on Sheet 9 shall be completed within 5 days after drainage
pipe is installed.
2575.2. MATERIALS:
B. Sod: Shall be Type A.
2575.3. CONSTRUCTION REOUIREMENTS:
A. General: The contractor is cautioned to salvage all available and suitable topsoil from the project
site for respreadingon areas to be restored.
L. Maintenance: The contractor shall be solely responsible for replacement and/or repair of any
sodded area that may wash-out, erode, or fail to grow prior to acceptance with no additional
compensation therefor.
2575.5. BASIS OF PAYMENT: Payment at the unit price bid for sod shall include three (3) inches
of existing topsoiL
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SECTION 02766.
SEWER WITH DEFORMED-
REFORMED LINE PIPE (DRLP)
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Rehabilitation of deteriorated and leaking gravity pipe sections by sliplining with deformed
and reformed polyethylene or polyvinyl chloride liner.
1.02 RELATED SECTIONS
A. Conditions of the Contract, Supplementary Conditions and Special Provisions sections apply
to the work of this Section.
1.03 REFERENCES
A. American Society for Testing and Material (ASTM):
1. D256A Standard Test Methods for Impact Resistance of Plastics and Electrical
Insulating Materials.
2. D543 Standard Test Method for Resistance of Plastics to Chemical Reagents.
3. D638 Standard Test Method for Tensile Properties of Plastics.
4. D714 Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR).
Base on Outside Diameter.
5. D790 Standard Test Methods for Flexural Properties of Unreinforced and
Reinforced Plastics and Electrical Insulating Materials.
6. D 1693 Standard Test Method for Environmental Stress - Cracking of Ethylene
Plastics.
7. D2412 Standard Test Iv1ethod for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-plate Loading.
0 D2444 Standard Test Method for Impact Resistance of Thermoplastic Pipe and
o.
Fittings by Means of a Tup (Falling Weight).
9. D2837 Standard Test Method for Obtaining Hydrostatic Design Basis for
Thermoplastic Pipe Materials.
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10. D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer
Pipe and Fittings.
11. D3350 Polyethylene Plastics Pipe and Fittings Materials.
1.04 SUB1vfITT ALS
A. Manufacturer's certification that materials being used meet the referenced standards and these
specifications.
B. License or certificate verifying manufacturer's approval of installer.
C. Plan for accomplishing the work, including a detailed wastewater bypass plan.
D. Shop drawings describing method of installation, curing procedure, curing temperatures, and
duration and method of liner cool down. Indicate method of determining when curing is
complete.
E. Supplier/installer shall have a successful track record for the installation and performance of
their product. Provide information regarding the track record which will include the number,
total length, and locations of linings installed to date and the names and phone numbers of the
facility owners.
PART 2 - PRODUCTS
2.01 MANUF ACTURERS
A. NuPipe (PVC), 6167 N. Kent Avenue, Milwaukee, WI 53217 (404) 964-6438.
B. V-Liner (polyethylene) Visu-Sewer, Minneapolis, MN (612) 593-7622.
C. AM-LINER (PVC) Municipal Pipe Tool Co., Hudson, IA (319) 988-4205.
2.02 MATERIALS
A. Polyethylene Pipe:
1. Properties:
Cell Classification 345434C
ASTM D3350
Short Term Modulus of 125,000 psi minimum
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Long Term Modulus of 30,000 psi minimum
Elasticity @ 73.4 degrees F
@ 50 years. ASTM D2990
Tensile Strength, Yield 3,000 psi minimum
ASTMD638
Long Term Strength @ 1,600 psi minimum
73 degrees F ASTM D2837
Coefficient of Linear 6.0 x 10-5 in.fin./oF
Thermal Expansion ASTM D696
Flexural Modulus 125,000 psi minimum
ASTM D790
2. Pipe Designation SDR 26
B. Polyvinyl Chloride pipe:
1. Properties:
Cell Classification 12334-B or 12344-B
ASTM D 1784
Modulus of Elasticity 360,000 psi minimum
ASTM D790
Tensile Strength 6,500 psi minimum
ASTM D638
2. Pipe Designation SDR 50
C. Polyvinyl Chloride Pipe:
1. Properties:
Cell Classification 12111-C
ASTM D1784
Modulus of Elasticity 145,000 psi minimum
ASTM D790
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T ensile Strength 6,000 psi minimum
ASTMD638
2. Pipe Designation SDR 32.5
PART 3 - EXECUTION
3.01 PREP ARATION
A. Clean existing pipe by removing interior debris by bucketing, jetting or other appropriate
methods.
B. Inspect existing pipe by remote TV camera to locate obstructions and defects. Allow the
Engineer to review TV inspection video tapes.
C. Provide for flow of sewage around the sections to be rehabilitated.
D. Clear line of obstructions. Obstructions may include, by not necessarily be limited to solids,
dropped joints, protruding service connections or collapsed pipe.
3.02 INST ALL AT ION
A. Equipment, techniques, methods may vary with manufacturer. Contractor shall make
submittals providing information on installation methods and details.
B. Reconnect existing services. Reconnection may be accomplished internally using a television
to located the service and an internal cutting device to re-establish the connection.
C. It is the intent of this specification top provide for the relining of pipelines by a deformed-
reformed pipe (DRLP) method in which a folded pipe is inserted into the host pipe and then
heated, pressurized internally and re-rounded causing it to unfold and expand against the
interior surfaces of the host pipe.
3.03 FIELD QUALITY CONTROL
A. The reconstructed pipe shall be continuous without joints over the entire length of the pipe.
The liner shall be free of all visual and material defects except those resulting from pre-lined
conditions (such conditions shall be brought to the attention of the owner prior to lining
installation). There shall be no pits, pinholes, cracks or crazing. The surface shall be smooth
and free of waviness throughout the pipe.
B. Any defects that will effect the structural integrity of the reconstructed pipe shall be repaired
or the DRLP will be replaced at the Contractors expense.
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C. If a tight seal is not achieved at the manhole, apply a seal consisting of a resin mixture
cOlnpatible with the liner pipe.
D. Conduct an internal TV inspection of completed work. Provide the Owner with a copy of TV
inspection tape, VHS fonnat.
h' Conduct a follow-up internal TV inspection of the completed work within a period of one
.1...J .
year frOl11 the date of substantial completion. The follow-up TV inspection shall be conducted
by an independent contractor. Provide the Engineer with a copy of the TV inspection tape
on VIiS format.
3.04 l\ffiAS lJRE.IvIHl'TT AND PA YMEr~T
p.~. l\1easurernent \vill be by lineal feet of lining installed. Payment will constitute full
corllpensation for all worl( and costs to furnish and install the lining complete in place,
including; line clearing, bYVass pumping, dewatering, air testing and post installation television
inspections.
B. All other \vark and costs of this Section shall be incidental to the Projects and included in the
Total Bid.
End of Section
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SECTION 02768.
SEWER REHABILITATION BY
INVERSION AND CURING OF A
RESIN llvIPREGNATED
FELTIFABRIC TUBE INTO A
CURED-IN-PLACE-PIPE (CIPP)
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Rehabilitation of deteriorated and leaking gravity pipe sections by inversion and curing of a
thermoset resin impregnated felt/fabric tube into a cured-in-place-pipe (CIPP).
1.02 RELATED SECTIONS
A. Conditions of the Contract, Supplementary Conditions and Special Provisions apply to work
of this Section.
1.03 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. D790 Test for Flexural Properties of Plastics.
2. F1216 Rehabilitation of Existing Pipelines by the Inversion and Curing of a Resin
Impregnated Tube.
1.04 SUBMITT ALS
A. Submit manufacturer's certification that material being used meet the referenced standards and
these Specifications.
B. Submit license of certificate verifying manufacturer's/licensor approval of installer.
C. Submit plan showing equipment and.procedures for accomplishing the work.
D. Submit product data and manufacturers instruction for unsaturated polyester resin and
catalyst system.
E. Supplier/installer shall have a successful track record for the installation and performance of
their product. Provide information regarding the track record which will include the number,
total length and locations of inversions installed to date and the names and phone numbers of
the facility owners.
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PART 2 - PRODUCTS
2.01 MANUF ACTURERS
A. Insituform Central, 6167.N. Kent.Avenue, Milwaukee, WI 53217.
B. Others.
2.02 FIBERFELT/FABRIC AND RESIN
A. Fabricate to size to fit snugly in the internal circumference of existing pipe.
B. Physical Characteristics:
1. Allow for circumferential stretching during insertion.
2. Minimum length to effectively span the distance between manholes.
3. Cured Pipe Physical Strength:
a. Minimum Flexural Stress: ASTM D790. 4500 psi.
b. Modulus of Elasticity: ASTM D790.
Initial - 400,000.
Long term (50 yrs.) - 200,000 psi.
4. Minimum lining thickness shall be 6.0 rom.
C. Polyester resin and catalyst system to provide required physical strength.
D. The outside layer of the tube wall shall be coated with a translucent flexible material that
allows inspection of the resin impregnation procedure. This coating shall not be subject to
delamination after curing of the CIPP.
E. No materials shall be included in the tube that are subject to delamination in the cured ClPP.
F. The layer of the cured CIPP shall be uniformly bonded. It shall not be possible to separate
any two layers with a probe; nor shall separation of the layers occur during testing performed
under the requirements of this specification.
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PART 3 - EXECUTION
3.01 PREPARATION
A. Clean existing pipe by removing interior debris by bucketing, jetting or other appropriate
methods.
B. Inspect existing pipe by remote TV camera to locate obstructions and defects. Allow the
Engineer to review TV inspection video tapes.
C. Provide for flow of sewage around the sections to be rehabilitated.
D. Clear line of obstruction. Obstructions may include, but not necessarily be limited to solids,
dropped joints, protruding service connections or collapsed pipe.
3.02 INSTALLATION OF ClPP
A. Impregnate tube prior to installation. The Engineer shall be advised of time and location of
vacuum impregnation and shall be allowed to witness procedure.
B. Insert impregnated tube through manhole by means of an inversion process. Insert tube into
the inversion standpipe with impermeable plastic membrane side out. Turn tube inside out
at the lower end of the inversion standpipe and attach to the standpipe to create a leak proof
seal. Apply hydrostatic head sufficient to fully extend tube to termination point. Adjust the
inversion head to be of sufficient height to cause the impregnated tubeto invert from manhole
to manhole and hold the tube tight to the pipe will, produce dimples at side connections and
flared ends at the manholes. Use lubricant as necessary. Take care during elevated curing
temperature so as not to overstress the felt fiber.
C. Supply a suitable heat source and after circulation equipment. Deliver hot water throughout
the section by means of a prestrung hose to unifonnly raise the water temperature above the
temperature required to effect a cure of the resin. Determine required temperature base on
resin catalyst employed.
D. Monitor the temperature of ingoing and outgoing water supply. Monitor the temperature
using a gauge placed between the inverted impregnated felt tube and the pipe invert of the
remote manhole to determine the temperatures during cur~. Water temperature in the line
shall be as recommended by the resin manufacture. Initial cure shall be deemed to be
completed when exposed portions of the pipe are hard and sound and the remote temperature
sensor indicated that the temperatures is as a magnitude to create an exothermic condition.
The cure period shall be of a duration recommended by the resin manufacturer during which
time the recirculation of the hot water and cycling of the heat exchanger to maintain the
temperature continues.
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E. Cool the hardened pipe liner to a temperature below 100 degrees F before relieving static
head in the inversion stand pipe. Cool down may be accomplished by the introduction of cool
water into the inversion stand pipe to replace water drained from a small hole in the
downstream end. Release static head slowly to avoid development of a vacuum on a newly
formed pipe liner.
F. Finished liner shall be continuous over the length of the inversion run and be free from visual
defects, including but not necessarily limited to foreign inclusions, dry spots, pinholes and
delamination.
G. A tight seal shall be achieved at the ends of theCIPP. If not, apply a seal consisting of a resin
mixture compatible with the CIPP.
H. Reconnect existing services. Reconnection may be accomplished internally using a television
to locate the service and an internal cutting device to re-establish the connection.
I. Equipment, techniques, and methods may vary with CIPP manufacturer. Contractor shall
make submittals providing information on installation methods and detail, including
infonnation regarding methods which deviate from those indicated in Articles 3.02.A through
3.02.G.
3.03 QUALITY CONTROL TESTING
A. Conduct a internal TV inspection of completed work. Provide the Engineer with a copy of
the TV inspection tape, VHS format.
B. Conduct a follow up internal TV inspection of the completed work within a period of one
year from the date of substantial completion. The follow up TV inspection shall be conducted
by an independent contractor. Provide the Engineer with a copy of the TV inspection tape
on VHS format.
C. Test samples of the cured material for physical strength specified herein before. A sample will
be taken form the wet out tube, clamped between flat plates and cured in the downtube.
3.04 :MEASURE1v1ENT AND PAYMENT
A. Measurement will be by lineal feet of lining installed., Payment will constitute full
compensation for all work and costs to furnish and install the lining complete in place,
including; line clearing, bypass pumping, dewatering, air testing and post installation television
inspections.
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B. Payment for sewer service reconnections will be by each service. Payment will constitute full
payment for reconnection work.
C. All other work and costs of this Section shall be incidental to the Projects and included in the
Total Bid.
End of Section
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24,000. SEWERS
Specific Requirements
24,000.0. SPEClFICATION REFERENCE: Unless otherwise noted or modified herein, all sections
of the General Requirements shall apply.
24,000.1. DESCRIPTION: This work consists of the construction of gravity storm and sanitary
sewers and all necessary appurtenances and related work as shown on the Plans or directed by the
Engineer.
24,000.2. MATERIALS: Materials shall be of the type and class as shown on the Plan and as
clarified in the following.
a. All PVC gravity sewer shall be SDR 35 unless otherwise indicated on the Plans.
b. RCP shall be of the class shown on the Plans. RCP that is required for sanitary sewer shall
receive an epoxy coating to make the pipe water tight. Each RCP sanitary sewer pipe shall
be vacuum tested and certified by MnDOT and the manufacturer. Cost for MnDOT
certification shall be considered incidental to the costs of the pipe.
c. All ductile iron sewer pipe shall be of the class indicated in the Proposal or shown on the
Plans and shall be wrapped in plastic for corrosion protection.
d. Manhole and catch basin frames, covers, and grates shall be of the Neenah style and type,
or equal, as designated in the Proposal or on the Storm Sewer Schedule shown on the
Plans.
e. 12" Drain Tile for Backyard Drainage: Shall be either PVC, SDR 35 or Corrugated
Polyethylene (PE) Drainage Tubing meeting the requirements of Mn/DOT Specification
3278.
f. Rip Rap shall meet requirements ofMnlDOT Specification 3601.2 for class indicated on
the plans.
g. Granular Filter Material shall meet requirements ofMn/DOT Specification 3601.2Bl.
h. Geotextile Filter Material shall meet requirements ofMnlDOT Specification 3733, Type III.
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24,000.3. CONSTRUCTION REQUIREMENTS:
24,OOO.3.A3. Field Inspections: The pipe systems shall be promptly inspected and tested as required
in other sections of this Specification including lamping of all gravity lines prior to any street
construction. Testing shall be completed before the work is considered complete and acceptable for
completion date and liquidated damage requirements. The Contractor shall have structures open and
ready for inspection and shall have a representative assist in the inspection. The Contractor shall
provide all materials .and labor necessary to the perform the tests. All tests and inspections shall be
performed under the observation of the Resident Project Representative.
24,OOO.3.E3. Pipe Bedding: All RCP and DIP bedding shall be class C-l unless B bedding is shown
on the Plan. See Standard Detail Plate No. 1-25. PVC and PE pipe shall be bedded in accordance
with 24,OOO.3.E3.5. See Standard Detail Plate No. 1-25B.
24,000.5.1. Structure Reconstruction: Existing structures will be either adjusted, repaired, or
relocated as indicated on the plans and in accordance with the following:
a. Adjustment shall be defined as the setting of existing castings to new grades, and resetting
or replacing existing rings with new where required.
b. Repair shall be defined to include any adjustments that may be required as defined above
plus any interior concrete repairs such as mudding of doghouses, lift holes, inverts, and
other holes and other requirements shown on the adjustment table (Sheet 2).
Payment at the unit price bid for adjustment or repair shall be full compensation for all items required
to complete the work.
24,000.5.J. Catch Basin Location: Catch basins under curb and gutter shall be installed to an
alignment deviation of Iess than 0.20' with the top slab centered over the base. Deviations greater
than 0.20' shall be corrected by the contractor by moving the base to its proper location.
All grade stakes involved must be saved by the contractor. In the event that a catch basin location
must be adjusted and the grade stake shows the contractor to be in error or the grade stake has been
destroyed, the contractor must make the correction at his own expense.
24,OOO.5.K. Replacing Castings: As noted on the plans and in the proposal several existing castings
shall be salvaged and new castings installed on existing structures. This work will be accomplished
in accordance with the schedule on the plans and as directed by' the Engineer. A bid item for
R3067V grates only has been included for areas identified by the Engineer where existing nonbicycle
safe grates are to be replaced with grates equal to the grates used in R-3067V casting assemblies.
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24,000.6. Backfilling: Above the pipe zone shall comply with the general requirements specified in
24,000.6.D. (Type C) and the following:
a. All sewer trench backfill within the Roadbed areas shall be compacted to Specified Density
Requirements as per MnlDOT Specification 2I05.3.Fl.
b. All sewer trench backfill not within the roadways shall be compacted to 95% standard
Proctor density.
Payment for Mechanical Trench Compaction shall beat the bid unit price per lineal foot and shall
include all miscellaneous items.
Any settlement of street surface in excess of one (1) inch as measured by a ten foot straight-edge
within the warranty period shall be considered failure of the mechanical compaction and the
contractor shall be required to repair such settlement with no additional payment therefor.
24,OOO.6.K. Rip Rap: Shall be placed and paid for in accordance with MnlDOT Specification 2511
where indicated on the plans. Class 2 rip rap shall be placed not less than 1211 thick. Geotextile fabric
shall be placed between the existing soils and the riprap. Payment at the unit price bid for riprap with
geotextile fabric shall be full compensation for all items required to complete the work.
24,000.7. Testing Pipe Lines: Pipe line testing requirements shall be as follows:
a. Televised Line Testing: All sanitary sewer lines that are lined shall be inspected by closed
circuit television by an independent company specializing in such work. The contractor
shall submit to the Owner three copies of a permanent inspection report for each sewer line
inspected which shall include the location and description of all leaks, defects, deviations
from the line and grade and any other observed irregularities. All wye branches shall be
located by direction and distance from the downstream manhole. The rate of travel of the
television camera through the pipe shall be determined by the Owner.
b. Individual sewer repairs will be inspected on a visual basis. The Owner reserves the right
to televise sewer repairs prior to Final acceptance if there is any doubt as to the quality of
the repair.
24,000.8. ~THOD OF MEASUREMENT:
24,OOO.8.A. Trench Excavation: Sanitary gravity sewer shall be measured in depth increments as
specified in the General Requirements. Gravity sewer shall be measured in linear feet of pipe installed
regardless of the depth of the trench.
34155
C9 1995 Bonestroo, Rosene, 24, ()(){)- 3
Anderlik & Associates, Inc.
24,OOO.8.C. Sewer Pipe with Bedding: Any RCP bends that are required shall be measured on an
individual basis and paid as each.
24,OOO.8.K. Special Structures & Appurtenances: Aprons shall be measured on an individual unit
basis for the size shown on the Plans and in the Proposal.
24,000.9. BASIS OF PAY1\1ENT:
24,OOO.9.C. Sewer Pipe with Bedding in Place: The unit price bid for connecting to existing
structures shall include all items required to complete the work.
The unit price bid per lineal foot for 12" or 4" drainage pipe in place shall include any required bends.
The unit price bid for connecting to existing pipes shall be full compensation for all items required
to complete the work.
24,OOO.9.M. Special Structures & Appurtenances: Payment at the unit price bid for aprons shall be
full compensation for all items required to complete the work. When the proposal and plans indicate
apron is with trash guard, the cost of furnishing and installing the trash guard shall be included with
the cost of the apron.
Payment at the unit price bid per each for CBCasting or NIH Casting shall be full compensation for
all items required to complete the work including final adjustment of the casting.
End of Section
34155
\9 1995 Bonestroo, Rosene, 24,000-4
Anderlik & Associates, Inc.
24,000. SE\VE,RS
Generai Requirernents
24,000.1. DESCRIPTION: This work shall consist of the construction of sewers in accordance
\vith the requirements of the Contract. Under the numbering system used herein numbers
24,000.2 - 24,OOO.2.N inclusive, deal \\lith Materials; 24,000.3 - 24,OOO.7.A inclusive, deal with
Construction Requirements; 24,000.8 - 24,OOO.8.I( inclusive, deal with Method of Measurement
and 24,000.9 - 24,OOO.9.M, inclusive~ deal with Basis of Payment. It is intended that when the
Standard Specifications do not cover the subject matter necessary to be covered~ additional
nun1bers in the appropriate section n1ay be utilized in the Specific Requirements and the
nun1erical sequence preserved.
24~ 000 .1.A. \Vork Included: The Contractor shall, uniess specified otheIWise, furnish aU
111aterials, equipment, tools and labor necessary to do the work required under his contract and
unload, haul and distribute all pipe, castings, fittings, manholes and accessories. The Contractor
shall als() excavate the trenches and pits to the required dinlensions; sheet, brace and support
the adjoining gr()und or structures where necessary; handle all drainage or groundwater; provide
barricades, guards and warning lights; lay and test the pipe, castings, fittings~ manholes and
accessories: backfill and consolidate the trenches and pits; maintain the surface over the trench;
rem()ve surplus excavated material; and clean the site of the work.
The Contractor shall also furnish all equipment, tools, labor and materials required to rearrange
sewers~ conduits, ducts, pipes or other structures enc()untered in the installation of the work.
All the \\.7()rk to completely c()nstruct the sewer facilities shall be done in strict accordance with
the contract documents to which these General Requirements are a part.
24,OOO.1.B. Specification Reference: In these General Requirements reference is made to the
Minnesota Department of Transportation Specitlcations which shall mean the "Standard
Specitications for Highway Construction" of the MnIDOT, dated January 1, 1983 and
subsequent alnendn1ents.
24~OOO.2. MATERIALS: The materials used in this work shall be new and conform to the
requirelnents f()r class, kind and size of material specified below or as altered or more
specifically described in the "Specific Requirements", "Special Provisions" and "Proposal".
24~OOO.2.A. Clay Pipe: Clay sewer pipe and fittings shall conform to the requirements of the
current A.S.T.M. Specification C-700 for extra strength clay sewer pipe. Extra strength pipe
shall be used for all Vitrified Clay Sewer Pipe on the project.
24,OOO.2.B. Polyvinyl Chloride Sewer Pipe: Polyvinyl chloride sewer pipe and fittings shall be
produced by a continuous extrusion process using Type 1, Grade 1 material as defined in
A.S.T.M. Spec. D-1784. The design, dimensions and wall thickness shall be in accordance with
ASTM Spec. D-3034, SDR 35.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
Lf!.;:. Associates. Inc. 24,000-1
24,OOO.2.C. Reinforced Concrete Sewer Pipe: The sewer pipe shall conform to the
requirep1~:nts, of the Standard Specific~tions for Reinforced Concrete Sewer Pipe, A.S.T.M.
Designati~n C-76 of the class designated on the pians and ~n the Prorosal.
24,OOO.2.D. Corrugated Metal Pipe: Corrugated metal pipe shall conform to the Standard
Specifications for Corrugated Metal Pipe Culvert of the A.A.S.H.O. Specification M-36 with
exceptions and additions as noted in MnlDOT Specification 3226. The kind of base metal and
gauge is stated in the "Specific Requirementslf. If any special coating is required, it will be
stated in the "Specific Requirements".
24,OOO.2.E. Ductile Iron Pipe: Ductile iron pipe shall conform with the requirements of
A WW A Standard C15l of the class and type stated in the "Specific Requirements". All ductile
ir()n pipe shall have mechanical or push-on type joints and shall have a standard thickness
cement mortar lining in accordance with A WW A Standard CI04.
Where ductile iron pipe is used as a pressure line receiving discharge from a pumping station,
all joints shall be electrically conductive by use of copper straps or approved conductive gaskets
with copper inserts.
24,OOO.2.F. Cast Iron Fittin~s: Where ductile iron pipe is furnished, fittings shall be mechanical
joint in accordance with A WW A Standard ellO. All fittings shall be designed for 150 psi
working pressure. All fittings shall have a standard thickness of cement mortar lining in
accordance with A WW A Standard CI04. Ductile iron fittings in accordance with A WW A
Standard C-l53 are considered equal.
24,OOO.2.G. Joints and Joint Materials:
24,000.2.0.1. Clay Pipe: Clay pipe joints shall be rubber or plastic type compression joints in
accordance with A.S.T.M. Spec. C-425. Plain-end vitrified clay pipe may be used which employ
Type B compression couplings in accordance with ASTM Specification C594.
24,000.2.0.2. Polyvinyl Chloride Pipe: Polyvinyl chloride pipe joints shall be bell and spigot
type with solvent cement applied in accordance with the manufacturer's recommendations.
Gasketed push-on type joints are considered equal.
24,OOO.2.G.3. Concrete Pipe: Reinforced concrete pipe joints shall meet the requirements of
ASTM Specitlcation C-361 and shall be the Bureau of Reclamation Type R-4. Deformed
concrete pipe shall be jointed with materiai similar to Ram-Nek, Hamilton Kent, Kent Seal No.
2 or equal gasket material applied in accordance with manufacturer's recommendations.
24,000.2.0.4. Ductile Iron Pipe: Gaskets for mechanical joint and push-on joint pipe shall be
designated and manufactured to exact dimensions to assure a liquid tight joint. All joints for
pipe used as a pressure line shall be installed with an electric contact through every joint. Joints
shall conform to A WW A Standard CIll.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
& Associates~ Inc. 24~OOO-2
24,OOO.2.G5. Corrugated Metal Pipe: Corrugated metal pipe shall be joined using coupling
bands in accordance with MnlDOT Specification 3226.
24,OOO.2.H. Manhole and Catch Basin: Frames & Covers: Cast iron for both manholes and
catch basin frames and covers shall be of the best grade of cast iron, free from all injurious
defects and flaws and shall be Class 35 iron in accordance with A.S.T.M. Spec~ A-48. Each
casting shall be sand blasted but no further coating or finish is required. Both the surface of
the cover and frame in contact shall be machined for non-rocking protection. The words
"SANITARY SEWER" or "STORM SEWER" shall be cast on top of each manhole cover in
two inch letters where each is applicable. All manhole castings shall be furnished with two
concealed type pick holes of a design approved by the Engineer.
The type, style and weight of all manhole castings, special castings and catch basin castings shall
be as stated in the "Specific Requirements".
24,000.2.1. Manhole Steps:
24,000.2.1.1. Cast Iron Manhole Steps: Cast iron manhole steps shall be manufactured from
hi-test metal having a minimum tensile strength 35,000 pounds per square inch. All manhole
steps shall be Neenah Foundry Step No. R-198IJ, Badger F-15 or equal. All steps shall conform
to the requirements of A.S.T.M. Designation C-478.
24,000.2.1.2. Aluminum Manhole Steps: Aluminum manhole steps of a design similar to the
cast iron steps specified may be used. Aluminum manhole steps shall be made of Apex
Ternalloy No.5 aluminum alloy.
24,000.2.1.3. Polypropylene Coated Manhole Steps: Polypropylene molded over steel
reinforcing rod and similar in design to the cast iron steps specified may be used. All such steps
shall be M.A. Industries (SP-I-PF) Manhole Step, or equal.
24,000.2.J. Pre-Cast Concrete Manholes: Precast concrete manholes shall be used for all
manholes more than 6.5' deep from rim to top of pipe and shall confonn to the requirements
of A.S.T.M. Designation C-478. Segmental block may be used for the lower portion of
manholes over large diameter pipe up to the top ()f the largest pipe. Unless otherwise stated,
the internal diameter shall be four feet. The upper section of the manhole shall be reduced to
a smaller diameter opening by use of an eccentric pre-cast cone made expressly for this purpose.
On manholes 8 ft. deep and greater the pre-cast section immediately below the cone section
shall be one (1 foot in height). The verticai wall of the cone shall be on the downstream side
of the manhole, except for pipe 36 inches in diameter or greater where steps will be placed to
provide the most suitable access. A minimum of 2 rings and a maximum of four rings of
adjustment shall be allowed. All manholes shall be watertight. Precast manhole joints shall be
rubber a-ring gasket type. All manhole steps shall be securely and neatly mortared in place.
All lifting holes shall be neatly mortared up. Manhole bases may be pre-cast or poured in
place. Poured in place bases must be acceptably cured before the manhole sections are placed
on the hardened slab. The inverts of all n1anholes shall be shaped to the half section of
equivalent size pipe conforming to the inlet and outlet pipe so as to allow for a free
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
& Associates~ Inc. 24.000-3
uninterrupted flow with all surfaces sloping to the flow line. Manholes may be supplied with
preformed inverts and watertight pipe connections for all lines 15H in diameter or smaller.
Preformed inverts will not be allowed where pipe grades are 2 percent or greater unless design
grade is built through the manhole.
All manholes, catch basin manholes and catch basins shall be constructed in accordance with
the detail plates included in the contract documents.
Where manhole or catch basin depths are less than 6.5 feet from rim to top of pipe, they shall
be built with precast concrete manhole sections and a precast concrete manhole slab with offset
opening suitable for street loading.
Where manholes are constructed using a precast concrete manhole top slab, the pre-cast section
immediately below the slab shall be one (1) foot in height.
"Mini- Tee" type precast manhole bottom sections may be used for the installation of all small
diameter concrete pipe sewers in lieu of the construction method described above.
24,OOO.2.K. Pre-Cast Segmental Block: Eight inch precast segmental radial block may be used
for the lower portion of manhole over large diameter pipe and for shallow manholes and catch
basins. Concrete used in the manufacture of these blocks shall conform to the requirements
of A.S.T.M. lISpecifications for Concrete & Masonry Units for Construction of Catch Basins
& Manholes", Serial Designation C-139.
The exterior of all block manholes shall be plastered with one-half inch of mortar as per
Paragraph 24,OOO.5.D.
24,OOO.2.L. Concrete Materials: Concrete for monolithic concrete manholes and all manhole
bases shall consist of Standard Portland Cement Type I, clean washed sand and crushed rock
and gravel free from deleterious materials. Portland cement shall conform to A.S.T.M.
Specifications, Portland Cement Type I, Standard Serial Designation C-150. Gradation shall
be subject to the approval of the Engineer with proper water-cement ratio to obtain a concrete
testing not less than 3000 pounds per square inch in 28 days.
24,OOO.2.M. Mortar Materials: Mortar used for laying up concrete block or brick manholes or
used for plastering lift holes and exteriors of manholes shall consist of Standard Portland
Cement Type I, Standard Serial Designation C-150. Lime shall conform to specifications for
normal finishing hydrated lime, A.S.T.M. Serial Designation C-6 or specifications for hydraulic
hydrated lime for structural purposes, A.S.T.M. Serial Designation C-141. Gradation shall be
subject to the approval of the Engineer.
24~OOO-General (3/94)
Copyright 1994
Bonestroo.. Rosene~ Anderlik
& Associates~ Inc. 24,000-4
24,OOO.2.N. Granular Materials: Granular materials used for improved pipe foundation, special
pipe bedding, or pve pipe bedding where improved pipe foundation is required shall meet the
requirements of MnlDOT Specification 3149H, Coarse Filter Aggregate except that hard,
durable crushed carbonate quarry ro~k may also be used. The material shall have the following
crushing requirements. Not less than 50% of the material, by weight, that is retained on the
No.4 sieve shall have one or more crushed faces.
Granular materials used for pipe bedding in rock and for pve pipe bedding where improved
pipe foundation is not required shall meet the requirements of MnlDOT Specification 3149A,
Granular Borrow, except that 100%, by weight, shall pass the I" sieve.
24,000.3. CONSTRUCTION REQUlREMENT"S:
24,OOO.3.A. Inspection:
24,OOO.3.A.l. Of Materials at Factory: All materials, whether furnished by the Owner or by the
Contractor are subject, at the discretion of the Owner, to inspection and approval at the piant
of the manufacturer.
24,OOO.3.A.2. Of Materials at Delivery Point: During the process of unloading, all pipe and
accessories shall be inspected by the Contractor for loss or damage in transit. No shipment of
material shall be accepted by the Contractor until or unless notation of any lost or damaged
material shall have been made on the bill of lading by the agent of the carrier.
24,OOO.3.A.3. Field Inspection: All pipe and accessories shall be laid, jointed, tested for defects
and for infiltration in the manner herein specified as directed by the Engineer and subject to
his approval.
24~OOO.3.A.4. Disposition of Defective Material: All material found during the progress of the
work to have cracks, flaws or other defects will be rejected by the Engineer and the Contractor
shall promptly remove from the site of the work such defective materiaL
24,OOO.3.B. Contractor's Responsibility for Material:
24,OOO.3.B.L Responsibility for Material Furnished by Contractor: The Contractor shall be
responsible for all material furnished by him and he shall replace at his own expense all such
material that is found to be defective in manufacture or that has become damaged after delivery
by the manufacturer.
24~OOO.3.B.2. Responsibility for Safe Storage: The Contractor shall be responsible for the safe
storage of material furnished by or to him, and accepted by him, and intended for the work,
until it has been incorporated in the completed project.
24,OOO.3.C. Handling Pipe & Accessories: Pipe and other accessories shall, unless otheIWise
directed, be unloaded at the point of delivery, hauled to and distributed at the site of the
project by the Contractor; they shall at all times be handled with care to avoid damage.
24~OOO-General (3/94)
Copyright 1994
Bonestroo. Rosene~ Anderlik
& Associates~ Inc. 24,000-5
24,OOO.3.D. Alignment & Grade & Underground.. Surface & Overhead Utilities:
24,OOO.3.D.l. General: All pipe shall be laid and maintained to the required lines and grades;
with tees, Wyes, catch basins, special structures and manholes at the required locations; and with
joints centered and spigots home.
Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at
the Contractor's expense.
24,OOOe3.D.2. Existing Utilities: Existing water and sewer mains, and other underground
utilities, are shown on the plans only by generall()cation. The Owner does not guarantee that
the utilities are complete or that the locations are as shown on the plans, and the Contractor
shall be solely responsible for verifying the exact location of each of these utilities, without
additional compensation. Prior to the start of any construction, the Contractor shall notify all
utility companies having utilities in the Project Area. The Contractor shall have sole
responsibility for providing temporary support and for protecting and maintaining all existing
utilities in the Project Area during the entire period of construction, including but not limited
to the period of excavation, backfill and compaction. In carrying out this responsibility, the
Contractor shall exercise particular care, whenever gas mains or other utility lines are crossed,
to provide compacted backfill or other stable support for such lines to prevent any detrimental
displacement, rupture or other failure.
24,OOO.3.D.3. Deviations Occasioned by Other Utility Structures: Wherever existing utility
structures or branch connections leading to main sewers or to main drains or other conduits,
ducts, pipe or structures present obstructions to the grade and alignment of the pipe, they shall
be permanently supported, removed, relocated, or reconstructed by the Contractor through
cooperation with the Owner of the utility, structure or obstruction involved. In those instances
where their relocation or reconstruction is impracticable, a deviation from the grade will be
ordered and the change shall be made in the manner directed with extra compensation allowed
therefore at unit prices, if applicable.
24,000.3 eD .4. Deviation with Engineer's Consent: No deviation shall be made from the
required line or grade except with the written consent of the Engineere
24,OOO.3.D.5. Subsurface Exploration: It shall be the Contractor's responsibility to determine
and verify the location of existing pipes, valves or other underground structures as necessary to
progress with the work with no additional compensation allowed. The Engineer shall make all
known records available. All known utilities are designated on the plans in a general way as
stated in Section 24,OOO.3.D2.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene. Anderlik
& Associates. Inc. 24~OOO-6
24,OOO.3.D.6. Overhead Utilities & Obstructions: Overhead utilities, poles, etc., shall be
protected against damage by the Contractor and if damaged by the Contractor, shall be replaced
by him. Should it become necessary during the progress of the work to remove or relocate
existing poles, overhead utilities and obstructions, the Owner shall cause the same to be done
at no expense to the Contractor unless othetwise provided for in the lISpecial Provisionsll or
IISpecific Requirement". It will be the duty of the Contractor to visit the site and make exact
determination of the existence of any such facility prior to the submission of his bid.
24,OOO.3.E. Excavation & Preparation of Trench:
24,OOO.3.E.l. Description: The trench shall be dug to the alignment and depth shown on the
plans and only so far in advance of pipe laying as Engineer shall specify. The trench shall be
so braced (Section 24,OOO.3.E.ll) and drained that workmen may work safely and efficiently
therein. All trenches shall be excavated and/or sheeted and braced in accordance with
applicable State Regulations relating to industrial safety to a safe angle of repose. Such angle
of repose shall be no less than that required by the Accident Prevention Division of the State
Industrial Commission or the requirements of the Occupationai Safety and Health Act (OSHA)
whichever is more restrictive.
All surface water and ground water discharges shall be conducted to natural drainage channels,
drains or storm sewers.
24,OOO.3.E.2. Width: The trench width at the top of the excavation may vary with and depend
upon the depth of trench and the nature of the excavated material encountered, but in any case
shall be of ample width to pennit the pipe to be laid and jointed properly and the backfill to
be placed and compacted properly. The minimum width of unsheeted trench shall be 18 inches
and for pipe 10 inches or larger at least one foot greater than the nominal diameter of the pipe.
All trenches shall be excavated to conform to the State Industrial Commission Safety
requirements and applicable OSHA Standards.
24,OOO.3.E.3. Pipe Bedding: All sewer pipe shall be bedded for strength purposes in accordance
with the class of bedding specified in the Specific Requirements, as detailed in the Standard
Detail Plates, or as indicated on the plans and/or proposal. Where no specific class of pipe
bedding is listed, it shall be understood to be Class C-l bedding. Side fills and the area over
the pipe to the depths indicated on the sewer bedding detail shall be filled with natural trench
material carefully compacted in place.
24,000.3 .E.3 .1. Class C-l Bedding: Where Class C-l bedding is specified or allowed with
existing materials, the trench shall have a bottom conforming to the grade to which the pipe is
to be laid. The pipe shall be laid upon sound soil, cut true and even so that the barrel of the
pipe will have bearing over at least 50 percent of the pipe width for its entire length. Bell holes
shall be excavated to insure that the pipe rests for its entire length upon the bottom of the
trench. When a uniform trench bottom cannot be fanned as specified, Class C-2 bedding shall
be used.
24.000-General (3/94)
Copyright 1994
Bonestroo. Rosene. Anderlik
& Associates. Inc. 24,000-7
The Contractor may, at his option, elect to use a Class C-2 bedding in lieu of Class C-l bedding,
without any additional compensation allowed therefor.
24,OOO.3.E.3.2. Class C-2 Bedding: Where Class C-2 bedding is specified or allowed, the pipe
shall be bedded on granular materials meeting 24,OOO.2.N specifications. The depth of bedding
shall be one fourth of the outside diameter of the pipe barrel, but not less than six inches in
accordance with the standard detail plates.
24,OOO.3.E.3.3. Class B Bedding: Where Class B bedding is specified or allowed, the pipe shaH
be bedded on granular materials meeting 24,OOO.2.N. specifications. The depth of bedding shaH
be one fourth of the outside diameter of the pipe barrel, but not less than six inches, plus one
half of the outside diameter of the pipe barrel all in accordance with the standard detail plate.
24,OOO.3.E.3.4. Class A Bedding: Where Class A bedding is specified or allowed, the pipe shall
be bedded in the same manner as for Class C-l bedding except that 2000 psi concrete shaH be
placed around the pipe from the bottom of the trench to a point one half the outside diameter
of the pipe barrel above the bottom of the trench all in accordance with the Standard Detail
Plate.
24~OOO.3.E.3.5. pve Pipe Bedding: All polyvinyl chloride sewer pipe shall be installed and
bedded in accordance with ASTM specification D-2321, "Recommended Practice for
Underground Installation of Flexible Thermoplastic Sewer Pipe" with granular materials meeting
Specification 24,OOO.2.N. used for all pye pipe bedding. The granular materials shall be placed
from a point 6" below the bottom of the pipe to a point 12" above the top of the pipe.
Bedding requirements shall include mechanical c()mpaction of sand and gravel material
surrounding the pipe to at least ninety-five (95%) percent of maximum density as described in
ASTM Methods D698 to prevent deflection of the pipe cross-section. Payment for such bedding
and compaction operations shall be considered incidental to the installation of the sewer pipe.
Where existing soils are of non-granular nature, the Contractor shall furnish sand or gravel
material for pipe bedding as incidental to the cost of the pipe.
The Owner reserves the right to measure deflection of pye sewer pipe 30 days after placement
of backfill material in the trench and at any time during the warranty period. Deflections
greater than five (5%) percent of the inside pipe diameter shaH be considered failure of the
bedding procedure and the Contractor may be required to re-excavate the trench and provide
additional compaction along the side of the sewer pipe with no additional compensation for
such work. Deflection testing of pye pipe shall be performed by the contractor with no
additional compensation allowed therefor.
24,OOO.3.E.4. Correcting Faulty Grade: Any part of the trench excavated below grade shall be
corrected with approved material thoroughly compacted without additional compensation to the
Contractor.
24.000-General (3/94)
Copyright 1994
Bonestroo. Rosene. Anderlik
& Associates, Inc. 24,000-8
24,OOO.3.E.5. Improved Pipe Foundation: When the bottom of the trench is soft or where in
the opinion of the Engineer unsatisfactory foundation conditions exist, the Contractor shall
excavate to a depth to insure proper foundation. The excavation shall then be brought up to
pipe grade with thoroughly compacted granular materials meeting Specification 24,OOO.2.N. No
payment will be made for rock installed without the knowledge or consent of the Engineer nor
will payment be made for rock installed only for dewatering purposes. Payment will be made
for only the authorized granular foundation material placed under the pipe.
It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions
which may be of poor bearing capacity and when organic soils are encountered. Where utilities
are placed on unstable soils without notification of the Engineer, the Contractor shall be
resp()nsible f()r all repairs and correction of the installation without further compensation.
24~OOO.3.E.6. Pipe Clearance in Rock: Ledge rock, boulders and large stones shall be removed
to provide a clearance of at least 6 inches beiow the outside barrel of the pipe and to a ciear
width of 6 inches on each side of all pipe and appurtenances for pipe 15 inches or iess in
diameter: for pipes larger than 15 inches, a clearance of 6 inches below and a clear width of 9
inches on each side of outside diameter of pipe shall be provided. Adequate clearance for
properly jointing pipe laid in rock trenches shall be provided at bell holes.
24,OOO.3.E.7. Pipe Bedding in Rock: Where rock is encountered, the space between the rock
and the pipe surfaces shall be backfilled with granular materials meeting specification
24,OOO.2.N. and thoroughly tamped. The material from the trench excavation, other than rock,
boulders, peat, silt or other unacceptable material, shall be considered as suitable material. No
additional compensation for placing or tamping this material shall be allowed. However, in the
event that additional material must be hauled in, the hauling of the suitable granular material
for the pipe bed shall be paid for on a weight basis only when ordered placed by the Engineer.
24,OOO.3.E.8. Solid Rock Excavation Defined: Solid rock excavation shall include such rocks
as are not decomposed, weathered or shattered and which will require blasting, barring, wedging
or use of air tools for removal. Under this classification shall be included the removal of any
concrete or masonry structures (except concrete pavement, curb, gutter and sidewalk) or
boulders exceeding one-half (1/2) cubic yard in volume that may be encountered in the work.
24,OOO.3.E.9. Blasting Procedure: Blasting for excavation will not proceed until the Contractor
has notified the Engineer of the necessity to do so, such notification shall in no manner relieve
the Contractor of the hazards and liability contingent in blasting operations. The hours of
blasting will be fixed by the Owner. Any damage caused by blasting shall be repaired by the
Contract()r at his expense. The Contractor's methods of procedure relative to blasting shall
conform to local and state laws and municipal ordinances.
24,OOO.3.E.I0. Bell Holes Required: Bell holes of ample dimensions shall be dug in trenches
at each joint to permit the jointing to be made properly.
24.000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24~OOO-9
24,OOO.3.E.l1. Braced & Sheeted Trenches: The Contractor shall adequately brace and sheet
excavations wherever necessary to prevent caving or damage to nearby property. The cost of
this temporary sheeting and bracing, unless provided for otherwise, shall be considered as part
of the excavation costs without additional compensation to the Contractor. Trench sheeting or
bracing shall remain in place until the pipe has been laid, tested for defects and repaired if
necessary, and the earth around it compacted to a depth of one foot over the top of the pipe.
Sheeting, bracing, etc. placed in the lIpipe zonell (that part of the trench below a distance of one
foot above the top of the pipe) shall not be removed without the written permission or written
order of the Engineer. Sheeting ordered left in place by the Engineer shall be paid for at the
unit price bid.
The Contractor may also leave in place, at his own expense, any sheeting or bracing in addition
to that ordered left in place by the Engineer necessary to prevent injury or damage to persons,
corporations, or property, whether public or private, for which the Contractor under the terms
of this contract is liable.
24,OOO.3.E.12. Manner of Piling Excavated Material: All excavated material shall be piled in
a manner that will not endanger the work and that will avoid obstructing sidewalks and
driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage.
24,OOO.3.E.13. Maintenance of Traffic: When traffic cannot be diverted, it will be permitted
to use the highway at all times. the Contractor shall at his own expense erect and maintain
warning signs and warning barricades. The Contractor shall at his own expense, place and
maintain acceptable warning lights and barricades to protect persons from injury and to avoid
property damage.
At all dangerous intersections, bypasses, and intercepting roads, the Contractor shall at his own
expense furnish, erect and maintain such warning barricades as are necessary and required by
the Engineer, and he shall place and maintain acceptable warning lights at each. It shall be the
Contractor's responsibility to check and inspect all lights and barricades at all times including
Sundays and Holidays. He shall maintain the streets in a passable condition, shall conduct his
work so as to create a minimum amount of inconvenience to traffic and shall furnish not less
than two flagmen at each location where loading or depositing of material requires the turning
of the trucks on any state highway or "main street" and where the operation of construction
equipment endangers traffic. Temporary suspension of work does not relieve the Contractor
of the responsibility outlined in the above requirements.
24,OOO.3.E.14. Property Protection: Trees, fences, poles and all other property shall be
protected unless their removal is authorized; and any property damaged shall be satisfactorily
restored by the Contractor, or adequate compensation therefor shall be the responsibility of the
Contractor. Where tree trimming is required, all cut surfaces one inch or more in diameter
shall be covered with a coat of asphalt paint.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
& Associates, Inc. 24,000-10
24,OOO.3.E.15. Interruption of Water Service: No valve or other control on the existing system
shall be operated for any purpose by the Contractor without approval of the Engineer and all
consumers affected by such operation shall be notified by the Contractor at least an hour
before the operation and advised of the probable time when service will be restored.
24,OOO.3.E.16. Tunnelin~. Jacking or Excavation Other Than Open Trench: Where pipe cannot
be placed by open trench excavation, the method for placing and payment thereof shaH be
stated in the "Specific Requirements".
24,OOO.3.E.17. Manner of Handling Pipe & Accessories Into Trench: Proper implements, tools
and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the
safe and convenient prosecution of the work.
24,OOO.3.E.18. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside
of the pipe before it is lowered into its position in the trench, and it shall be kept clean by
approved means during and after laying. All matter entering the pipe shall be removed by the
Contractor prior to acceptance with no additional compensation allowed.
24,OOO.3.E.19. Laying the Pipe: The spigot shall be lubricated, centered in the bell, the pipe
shoved into position and brought into true alignment; it shall be secured there with earth
carefully tamped under and on each side of it, excepting at the bell holes. Care shall be taken
to prevent dirt from entering the joint space.
24,OOO.3.E.20. Preventing Trench Water From Entering Pipe: All openings along the line of
sewer shall be securely closed, and at the suspension of work at any time, suitable stoppers shall
be placed to prevent water, earth or other substances from entering the sewer.
24,OOO.3.E.21. Bell Ends to Face Direction of Laying: Pipe laying shall proceed upgrade with
spigot ends pointing in the direction of flow.
24,000.3. E.22. Railroad & Highwav Crossing: When any railroad or highway is crossed, all
precautionary construction measures required by the railroad or highway shall be followed.
Railroad or highway crossings shall be jacking or tunneling and construction and permit
requirements shall be as stated in the "Specific Requirements".
24,OOO.3.E.23. Unsuitable conditions for Laying Pipe: No pipe shall be laid in water or when
the trench conditions are unsuitable for such work.
24,OOO.3.E.24. Jointing:: Joints for vitrified clay and concrete pipe shall be made by wiping the
joints clean, applying the manufacturer's recommended lubricant compound over the entire joint
surface and then inserting the spigot end into the bell with sufficient force to properly seat the
pipes. Joints for polyvinyl chloride pipe shall be made by the use of a solvent cement or push-
on rubber gaskets. All jointing procedure shall be in accordance with the recommendations of
the pipe manufacturer.
24.000-General (3/94)
Copyright 1994
Bonestroo. Rosene. Anderlik
& Associates. Inc. 24,000-11
After joints are made, any superfluous material inside the pipe shall be removed by means of
an approved follower or scraper. All joints must be watertight, and any leaks or defects
discovered must be immediately repaired. Any pipe which has been disturbed after being laid
must be taken up, the joint cleaned and properly relaid as directed by the Engineer.
Joints connecting cast iron pipe with concrete or clay pipes shall be made with a concrete collar
completely surrounding the joint or approved adapter.
Where a sewer line outlets to grade or where the line is terminated with a flared end section,
the Contractor shall fasten at least the last three (3) joints together by the use of "U" bolt
fasteners approved and as recommended by the pipe manufacturers.
24,000.4. SERVICE CONNECTIONS:
24,OOO.4.A. Wye Branches: Extra strength wye branches shall be placed at the locations
directed by the Engineer. The wye branch shall be placed so that the wye is located at
approximately a 450 angle from horizontal. Vitrified or other suitable plugs shall be provided
for the openings. Plugs shall be installed with Atlastic 77, Sonolastic Sealant or equal joint
material or shall be specifically designed for the opening to be plugged.
24,000.4.B. Risers: Standard weight cast iron soil pipe shall be used as risers to extend seIVice
connections to a point within 10 feet of the street grade or as directed. Risers shall be installed
in accordance with the standard seIVice riser detail plate. Care shall be taken in backfilling so
as not to damage the riser installation. Suitable plugs shall be provided for the openings,
properly sealed.
24,OOO.4.C. Records & Location of Service Connections: It shall be the duty of the Contractor
to keep an accurate record of service connections, as to location, depth to top of riser, type of
connection provided, etc. Location shall be made in respect to nearest manhole center,
downgrade from the service. This record shall be turned over to the Engineer at the end of
each week.
24,000.5. MANHOLES:
24,OOO.5.A. General: All reference to manholes shall apply equally to catch basin structures
in this section of the specifications.
24,OOO.5.B. Excavation: Excavation shall be to a depth and size to provide for construction of
the manholes and catch basins as shown in detail on the plans.
24,OOO.5.C. Concrete Base: Concrete base for manhole construction shall be of size and depth
as shown on the plans. Concrete used for this purpose shall consist of one part Portland
cement, two parts of clean sharp sand and four parts of graded coarse aggregate. Material used
for this purpose shall be subject to the approval of the Engineer. Base shall be poured on
undisturbed earth prior to setting the precast manhole sections. Precast concrete manhole bases
shall be considered equal.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
& Associates~ Inc. 24,000-12
24,OOO.5.D. Walls: Material to be used in the walls of manholes shall be as specified in Section
24,000.2. All external surfaces of concrete biock manholes if permitted shall be piastered with
a 1/2 inch coat of Portland cement mortar. Mortar shall contain one part of cement to three
parts of suitable plaster sand. Lime or mortar mix shall be used in amount necessary to make
a suitable mixture for plastering purposes, but not to exceed 15% by volume of cement. Mortar
used for laying concrete block shall consist of one part Portland cement to two parts of sand
to which lime or mortar mix may be added not to exceed fifteen percent (15%) by volume of
cement.
24,OOO.5.E. Manhole Steps: Manhole steps shall be of the type as specified in Section
24,000.2.J. Spacing shall be as shown on the detailed manhole plans, but not greater than 16
inches in vertical alignment.
24,OOO.5.F. Placing Manhole Rings & Covers: The frame or ring casting shall be set to the
designati()n elevation in a full mortar bed.
24,OOO.5.G. Placing Catch Basin Frames & Covers: Where catch basins are to be placed to
final grade and castings are to be installed in curbing, then the casting and all adjusting rings
shall be encased in concrete at least 4 inches in thickness. Where curb and street work is to be
done under separate contract the casting frame shall be set in mortar only.
24,OOO.5.H. Drop Manhole Inlets: Encased drop inlets shall be constructed as required on the
plans and in accordance with the standard Drop Inlet Detail Plate.
24,000.6. BACKFILLING~ CLEANING UP & MAINTAINING SURFACES:
24,OOO.6.A. Backfilling Procedure at Pipe Zone: All trenches and excavations shall be
backfilled immediately after pipe is laid therein. For backfill up to a level of one foot over the
top of the pipe, only selected materials free from rock, boulders, debris or other high void
content substances, shall be used. The backfilling shall be placed completely under the pipe
haunches in uniform layers not exceeding 4 inches in depth. Each layer shall be placed, then
carefully and uniformly tamped to eliminate the possibility of lateral displacement and to
provide uniform support completely under the pipe haunches.
The backfill material shall be moistened if necessary, tamped in 4 inch layers and thoroughly
compacted under and on each side of the pipe to provide solid backing against the external
surface of the pipe.
The installation and backfilling of polyvinyl chloride pipe shall be in accordance with A.S.T.M.
D-2321 with special attention given to compacting the backfill material around the pipe to at
least 95 percent of maximum density to a distance of one foot above the top of the pipe.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
& Associates~ Inc. 24,000-13
24,OOO.6.B. Backfill Procedure Above Pipe Zone: (Type "A") Procedure where settlement is
all()wable. Succeeding layers of backfill may contain coarser materials and shaH be free from
pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin
cans, rubbish, frozen materials and other similar articles whose presence in the backfill would
cause excessive settlement. This type of backfilling may be accomplished above the pipe zone
by any mechanical means or othetwise, at the option of the Contractor. Surface shall be
Inaintained in passable condition for traffic until date of final inspection. Backfilling under
exposed existing utilities shall be compacted to prevent settlement and any future displacement.
24,OOO.6.C. Backfill Procedure Above Pipe Zone: (Type "e") Succeeding layers of backfill may
contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than
one cubic foot in volume, roots, stumps, tin cans~ rubbish, frozen materiais and other similar
articles whose presence in the backfill would cause excessive settlement. This type of backfilling
nlay be compacted by puddling with hose and long pipe nozzle or by flooding the trench, as the
backfilling is accomplished above the pipe zone by any mechanical means or otherwise at the
option of the Contractor. It is important that proper precautions be taken to prevent flooding
of the pipe when flooding the trench, and the Contractor shall be wholly responsible for neglect
of these precautions.
24~OOO.6.D. Procedure Where No Settlement is Allowable: (Type 1le") Succeeding layers of
backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay
lUlnp more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and
other similar articles whose presence in the backfill would cause excessive settlement. This type
of backfilling shall be placed in uniform layers, before compaction, of approximately 6 inches,
tamped by mechanical means to the density specified in the Specific Requirements.
24~OOO.6.E. Procedure Where No Settlement is Allowable: (Type liD") Succeeding layers of
backfill shall be made of selected materials meeting requirements as set forth in the lISpecific
Requirements." This type of backfilling shall be placed in uniform layers, before compaction,
of approximately 6 inches, tamped by mechanical means to the density specified in the Specific
Requirements.
24,OOO.6.F. Densitv Tests: Density tests will be performed by an approved soils testing firm at
various locations and depths throughout the project as directed by the Engineer. The
Contractor shall cooperate fully and provide assistance as necessary to complete these tests with
no additional compensation being made to the Contractor.
All testing costs pertaining to passing tests shall be paid for by the Owner. All testing costs
pertaining to failing tests will be charged to and paid for by the contractor.
Where areas have not been compacted sufficiently to meet specific density requirements, these
areas shall be excavated and recompacted until the density requirements are met. All cost for
the work associated with recompaction shall be the Contractor's sole responsibility.
24.000-General (3/94)
Copyright 1994
Bonestroo. Rosene. Anderlik
& Associates. Inc. 24,000-14
24~OOO.6.G. Deficiency of BackfilL By Whom Supplied: Any deficiency in the quantity of
material for backfilling the trenches, or for filling depressions caused by settlement, shall be
supplied by the Contractor with no extra compensation allowed. Any settlement which occurs
shall be refilled by the Contractor. Material shail be provided at the Contractor's expense and
the material shall be approved by the Engineer.
24,OOO.6.H. Disposal of Excess Materials and Debris: Unless otheIWise specified, excavated
material either not suitable or not required for fill material shall be disposed of by the
Contractor outside of the right-of-way at his expense in any manner he may elect subject to the
provisions of the following paragraph.
Before dumping such materials or debris on a private or public land, the Contractor must obtain
from the Owner of such land written permission for such dumping and a waiver of all claims
against the Owner for any damage to such land which may result therefrom together with all
permits required by law for such dumping. A copy of such permission, waiver of claims and
permit shall be filed with the Engineer before said disposal is made.
24~OOO.6.I. Restoration of Surface: All surfaces disturbed during the construction period,
whether caused by actual excavation, deposition of excavated material, or by the construction
equipment~ shall be returned to its original conditions or better. Exceptions to the above, if any,
or special instructions pertaining to any particular section of the project will be outlined in the
"Special Provisic)DSll.
24,000.6.J. Cleaning Up: Surplus pipe line material, tools and temporary structures shall be
removed by the Contractor, and all dirt, rubbish, caused by his operations and excess earth from
excavations shall be hauled to a dump provided by the Contractor and the construction site shall
be left t() the satisfaction of the Engineer.
Clean up and restoration shall include the replacement and restoration of all street signs,
mailboxes, posts, fences and similar items disturbed by the construction described herein.
Unless otheIWise noted in the Special Provisions or Proposal all items of clean-up and
restorations shall be considered incidental to the contract with no additional compensation
allowed.
24,000.7. TESTING PIPE LINES:
24,OOO.7.A. Intiltration in Sewers: Upon completion of the sewer construction, leakage tests
shall be made to determine the amount of ground water infiltration into the sewers.
Measurements will be made by means of 900 V -notch weirs placed in the lines. Measurements
shall be taken at all points where, in the opinion of the Engineer, the flow of water in the
sewers is greater than the maximum allowable leakage. Tests may be taken between individual
manholes and the infiltration in any given line shall not exceed the specified maximum allowable
rate.
The maximum allowable rate of leakage shall not exceed 100 gallons per mile per inch diameter
of pipe per day.
24~OOO-General (3/94)
Copyright 1994
Bonestroo~ Rosene~ Anderlik
& Associates~ Inc. 24,000-15
The Contractor shall furnish the weirs and other material and the labor for placing the weirs
in the sewers and shall assist the Engineer in making the measurements. The Contractor shall
receive no additional compensation for making the leakage tests or corrective work necessary
to reduce leakage below the maximum allowed by the specifications.
24,000.8. METHOD OF MEASUREMENT:
24,OOO.8.A. Trench Excavation: Trench excavation will be measured in linear feet of trench
according to the zone classifications specified as follows:
Prom 0' to 8', from 8' to 10', and in two foot increments thereafter, which are based on the total
depth of the trench to the designated grade of the pipe invert. No deduction in depth will be
made for rock encountered in the trench above the designated grade.
Measurement will be made along the centerline of the sewer and from center to center of all
manholes, catch basins or junction fittings.
24,OOO.8.B. Solid Rock Excavation: If solid rock is encountered in the trench, such rock
excavation shall be measured by volume in cubic yards and shall be measured from the top of
the rock to a point six inches below the outside barrel of pipe and twelve inches from each side
of inside diameter of pipe. The minimum trench width of the solid rock excavation shall be 36
inches. For measurement purposes volume will be computed based on vertical walls for the
width specified above.
24,OOO.8.C. Sewer Pipe with Bedding: Sewer pipe of each diameter and classification furnished
and installed with associated pipe bedding will be measured separately by length in linear feet.
Measurement will be made along the centerline of the sewer and from center to center of all
manholes~ catch basins or junction fittings.
Where bends, tee manholes, flared end sections or other special shapes are installed, the length
of pipe replaced by these structures shall be deducted from the distance from center of manhole
to center of manhole for pay purposes. The special structures will be paid for as separate bid
items.
24,OOO.8.D. Service Connection: Wyes and tee branches of each diameter and classification
furnished and installed will be measured as a unit.
24,OOO.8.E. SelVice Riser Pipe: Sewer pipe used for service risers of each diameter and
classification furnished and installed will be measured separately by vertical length in linear feet
from the centerline of the sewer to the top of the last riser section.
24,OOO.8.F. Constructing Manholes: Manholes will be measured by depth of the structure from
the invert of the pipe to the top of the cover in linear feet, based on the dimensions as staked
by the Engineer.
24~OOO-General (3/94)
Copyrigh t 1994
Bonestroo~ Rosene~ Anderlik
& Associates~ Inc. 24,000-16
24,OOO.8.G. Constructin~ Catch Basins: Catch basins will be measured by the number of catch
basins completed as to shape, size, and depth according to the plans.
24,OOO.8.H. Improved Pipe Foundation: Granular materials placed for improving pipe
foundation below the specified pipe bedding shall be measured by the lineal foot of pipe placed
with improved foundation in six inch depth increments of granular material placed. As an
example, if two feet of granular material is required for improved pipe foundation under a 1211
pipe installed with C-2 bedding; six inches of material is required for Class C-2 bedding and
improved pipe foundation shall be measured as three lineal feet, six inches deep.
24,000.8.J. Drop Inlets: Drop inlets will be measured by depth from the lowest invert of the
manhole to the invert of the pipe being selVed by the drop inlet.
24,OOO.8.K. Special Structures & Appurtenances: Methods of measurement for special
structures and appurtenances not included above shall be as stated in the "Special Provisions,1l
"Specific Requirements," and "Proposal".
24,000.9. BASIS OF PAYMENT:
24,OOO.9.A. Trench Excavation & Backfill: Regardless of the width excavated, sewer pipe
furnished and installed with bedding will be paid for at the Contract Unit Price per linear foot
of pipe falling within each of the following depth zones as measured from the profile grade:
From 0' to 8', from 8' to 10', and two foot increments thereafter.
Excavation and backfilling of trench and associated pipe bedding shall be included in the price
of sewer pipe furnished and installed.
24,OOO.9.B. Solid Rock Excavation: Solid rock excavation will be paid for at the Contract Unit
Price per cubic yard.
24,OOO.9.C. Sewer Pipe with Bedding in Place: Sewer pipe in each diameter and classification
furnished and installed will be paid for at the Contract Price per linear foot which shall include
payment for trench excavation and backfilling and associated pipe bedding.
24,OOO.9.D. Ductile Iron Pipe: Ductile iron pipe will be paid for at the Contract Unit Price per
linear foot for each type and diameter of pipe furnished which shall include payment for trench
excavation and backfil1.
24,OOO.9.E. Wve Branches: Wye branches will be paid for at the Contract Unit Price for each
unit furnished and installed of the size specified on the Proposal.
24~OOO-General (3/94)
Copyright 1994
Bonestroo. Rosene. Anderlik
& Associates~ Inc. 24,000-17
24,OOO.9.F. SelVice Riser Pipe: SeYVice riser pipe will be paid for at the Contract Unit Price
per linear foot for the vertical distance from the centerline of the sewer to the top of riser.
Concrete reinforcement of the main sewer and riser pipe as described in Section 24,OOO.4.B.
shall be considered as incidental and will not constitute a pay item.
24,OOO.9.G. Constructing Manholes to Depth of Eight Feet: Constructing of manholes to a
depth of eight (8) feet will be paid for at the Contract Unit Price per manhole which shall
include furnishing and placing the manhole frame and cover. This section also applies to all
catch basin manholes and catch basins.
24,OOO.9.H. Constructing Manholes to a Depth Greater than Eight Feet: Constructing of
manholes to a depth greater than eight (8) feet will be paid for at the Contract Unit Price per
manhole plus the unit price per linear foot for each foot of depth that is greater than eight feet.
This section also applies to all catch basin manholes and catch basins.
24,000.9.1. Constructing Catch Basins: Constructing catch basins as shown on the plans will be
paid for at the Contract Unit Price per catch basin which shall include furnishing and placing
the catch basin frame and grating.
24,000. 9.J. Improved Pipe Foundation: Authorized granular materials for improving pipe
foundati()n in place shall be paid for at the Contract Unit Price per lineal foot for each six inch
layer placed below pipe bedding.
24,OOO.9.K. Sand Cushion: Granular material for a sand cushion in place in rock excavation
shall be paid for at the Contract Unit Price per ton.
24,OOO.9.L. Drop Inlet Pipe: Drop inlets in place shall be paid for at the Contract Unit Price
per linear foot which shall be payment in full for the extended manhole base, encasement, drop
pipe, cast iron tee, cast iron pipe and concrete collar. Payment shall be made for sewer pipe
from center to center of all manholes as per Section 24,OOO.8.C. when cast iron pipe is extended
for drop inlets.
24,OOO.9.M. Special Structures & Appurtenances: Basis of payment for special structures and
appurtenances not included above shall be stated in the "Special Provisions," "Specific
Requirement," and "Proposal".
End of Section
24,OOO-General (3/94)
Copyright 1994
Bonestroo.. Rosene, Anderlik
& Associates.. Inc. 24,000-18
25,000. SEWER AND WATER SERVICE LINES
Specific and General Requirements
25,000.0. SPECIFICATION REFERENCE: Unless othetwise noted or modified herein, all sections
of the 24,000 Section shall apply.
25,000.1. DES(j~lP'rIOl'J: 'This worle shall consist of installing sewer services where indicated on
the plans or as described below.
'-rhis\NOrk shall consist of connecting existing services to new main along Wisconsin
Circl'e than risers~, vvhere required, shall be used to make the connections. The
shall 22.5 degrees. For this reason, the amount of service line
the ele'vation of the existing service relative to the new sewer
rnain.Lirnited required to protect e;:isting trees and driveways. Crossil1g of
existing utilities v-/ill be required the service installation.
25,000.2. fl\TTENT OFSPECIFI(::AI~IOl"'~'S: It is the intent of these specifications to require that
the saine quality of w.ork: be received on the services in the way of grade and alignment as shall
be required on the main lines and laterals.
25,000.3. IvlA TERIAlS: Sevver services be poly\/inyl chloride pipe, SDR 26, in accordance
with Section 24,OOO.2.G. of the Generall=tequirements.
25,000.5. CO]\ISTRUCTIOl'T REOUtKElvffil'JTS:
25,000.5.1. Vlater and Sewer Service Lines: "'[he end of service lines are to be placed where located
by the Engineer.
Pipe foundation, bedding, fuld bacl:~1l1 li1aterials? construction requirements, method of measurelnent,
and basis ofpayn1e11t shall be as required under 24,000 se\ver specifications.
25,000.6. 1VIErHODOF IvlEASUFEl\J1Ef\JT: Method of measurement for each item covered under
this sectiol1 shall be as follows:
25,OOO.6A. Sevv'er Service Line: Sewer serv'ice lines shall be paid for a the contract unit price per
foot whjch shall include the Gostof all pipe, fittings, bends, gaskets, cC?nnections, limited trench '\ftlidth,
excavation and bacldill. Payment shall be frOil1 cel1terline of the main
to the connection point unless shown otherwise on the plans.
25,000.7. BASIS OF P A....YMEN~r: The Ul1it price bid per lineal foot of 411 PVC service pipe shall
include all pipe, bends, connections to nevv' sevier pipe, and connection to existing service. The bid
unit price per foot shall be full c0I11pensation for all items required to complete the work.
34155
~, 1995 Bone5troo~ Rosene,
Anderlik & A.ssociates~ Inc.
25,000. SEWER AND WATER SERVICE LINES
General Requirements
25,000.1. DESCRIPTION: This work shall consist of the construction of water and sewer
selVices in accordance with the requirements of the contract.
25,000.2. INTENT OF SPECIFICATIONS: It is the intent of these specifications to require
that the same quality of work be received on the house selVices in the way of grade and
alignment as shall be required on the main lines and laterals.
25,000.3. MATERIALS: The materials used in this work shall conform to the requirements
for class, kind and size of material specified below.
The Contractor shall submit a list of materials he proposes to use for the approval of the
Engineer.
25,OOO.3.A. Cast Iron Soil Pipe: Cast iron soil pipe shall be service weight and shall conform
to the A.S.T.M. Standard Specification A-47 for Cast Iron Soil Pipe and Fittings.
25,000.3.B. Copper SelVice Pipe: Copper seIVice pipe shall be seamless, of the size shown on
the plan and shall be suitable for use as an underground water service connection. Copper
tubing shall conform to "A.S.T.M. B-88 Class ttK" Specifications and U.S. Government Type ilK"
Specifications!!.
25,OOO.3.C. Corporation Cock: Corporation cock shall be Mueller, Minneapolis, Pattern H-
15000 threaded for use with copper service pipe of the size indicated on the plans and threaded
on the inlet end with standard corporation cock thread. Corporation cock with Mueller 110
compression connections are approved.
Ford Type F600, Hayes No. 5200 and McDonald No. 4701 corporation stops are considered to
be equal.
25,OOO.3.D. Curb Stop: Curb stops shall be for copper seIVice pipe inlet and outlet and shall
be Mueller Oriseal, Minneapolis Pattern H-15151. Curb stops with Mueller 110 compression
connections are approved.
Ford No. B22, Hayes No. 5155 and McDonald No. 4714 curb stops are considered equal.
Curb stops larger than one inch shall be Mueller Oriseal H-15154, Minneapolis pattern. Ford
No. B22 series ball valves, Hayes Nuseal No. 4008 and McDonald No. 6104 ball valves are
considered equal.
25000-General (3\94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 25,000-1
Curb stops shall have full opening through the valve body with no smaller restriction allowed.
25,OOO.3.E. Curb Box: Curb boxes shall be Mueller, Minneapolis pattern base with 1-114" upper
section. Curb boxes shall be Mueller H-10388 and shall be adjustable in height from 78t! to 90"
and shall have stationary rods.
Minneapolis pattern curb boxes with 1-1/411 upper section and 12 inches of adjustment, with
stationary rods as manufactured by Hayes and McDonald are approved equals.
25,000.4. CAST IRON SOIL PIPE JOINTS: Cast iron soil pipe shall be joined by the use of
prefonned neoprene gaskets. Gaskets shall be equal to Tyler "Ty-Seallf or Central Foundry
Company "Multi-Tite".
Gasket pipe shall be connected by using a jointing device specifically designed for jointing slip-
type pipe. The use of a bar or wedge for making the joints shall be prohibited.
25,000.5. CONSTRUCTION REQUIREMENTS: The governing code shall be the Minnesota
Plumbing Code and any local ordinances which may apply.
25,OOO.5.A. Sewer Service Line: TI-Ie connection of the cast iron soil pipe service to the
vitrified clay tile wye or tee shall be done using preformed neoprene or PVC gaskets specifically
designed for the purpose. Where conditions require that the first section be a fitting it shall
normally be a 1/16th bend and shall be cast iron. Other conditions may require other or no
fittings.
Cast iron soil pipe shall be laid at a grade of 1/4" per foot unless othelWise directed by the
Engineer and shall be laid at right angles to the sewer main, terminating at the property line
or as shown on the detail drawing. The line shall be capped at the end with a cast iron or PVC
plug.
25,OOO.5.B. Water Service Line: The water selVice line shall parallel the sewer service line and
be laid in the same trench. Complete support of the water service line gooseneck will be
provided. This shall be achieved by some artificial physical means satisfactory to the Engineer.
Curb stop and boxes shall be supported on a concrete block or approved equal. Corporation
cocks shall be tapped into the main only when the main is under pressure.
Water service line shall be laid in a workmanlike manner and shall terminate at the property
line or as shown on the detail drawing. The line shall be crimped at the end to keep it free of
dirt. If the service is to terminate at the curb stop, a 6 inch long piece of copper shall be placed
on the house side of the curb stop and crimped to keep the stop free of dirt.
2500Q-General (3\94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 25,000-2
25,OOO.5.C. House SeIVices: SeIVices for water and sanitary sewer are to be run to each lot
where wye locations are show on the plans. Water and sewer service is to be placed in the same
trench unless othelWise stated. Where water main is 10 feet or less from the sanitary sewer the
service length installed between the main is considered as in the same trench.
A 4" x 4" x 8' long wood post shall be installed by each curb box extending 2 feet above grade
for identification and field location and protection.
A 2" x 2" x 7' marker shall be placed at the end of the sewer seIVice lines for identification and
field location and shall extend 1 foot above grade.
No additional compensation will be allowed for installation of the markers described above but
shall be considered incidental to the seIVice line.
Curb boxes are to be placed in a vertical position as shown on the standard detail plate in these
specifications. The top of each box shall be placed at finish grade of the boulevard which is 0.4
feet above centerline profile which is the top of the manhole grade. Grade stakes shall be
furnished to establish elevations.
Services shall be installed in accordance with the detail plate included in this specification. No
selVice line trench shall be backfilled until the selVice has been inspected and approved by the
Engineer or his inspector.
25,OOO.5.D. Existing Utilities: Existing underground utilities are shown on the plans only by
general location. The Owner does not guarantee the locations as shown on the plans, and the
Contractor shall be solely responsible for verifying the exact location of each of these utilities,
without additional compensation. Prior to the start of any construction, the Contractor shall
have sole responsibility for providing temporary support and for protecting and maintaining all
utilities in the project area during the entire period of construction including the period of water
and sewer installation. In carrying out this responsibility the Contractor shall exercise particular
care, wherever gas mains or other utility lines are crossed, to provide compacted backfill or
other stable support for such lines to prevent any detrimental displacement, rupture or other
failure.
25,OOO.5.E. Trench Compaction: All service trenches shall be backfilled and compacted in a
manner equal to that specified for the main lines and laterals as a part of the service
installa ti on.
25,000.6. METHOD OF MEASUREMENT AND PAYMENT: Method of measurement and
payment for each item covered under this section shall be as follows:
25000-General (3\94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 25,000-3
25,OOO.6.A. Sewer Service Line: Sewer service lines shall be paid for at the contract unit price
per foot which shall include the cost of all pipe, fittings, gaskets, plug, excavation and backfill.
Payment shall be from centerline of the main to the property line only unless shown otheIWise
on the detail plate.
25,OOO.6.B. Water Service Line: Water service lines shall be paid for at the contract unit price
per foot which shall include the cost of all pipe, fittings, laying, excavation, backfilling and
testing. Payment shall be from centerline of the main to the property line only unless shown
otheIWise on the detail plate.
25,OOO.6.C. Curb Stop and Box: Curb stop and box shall be paid for at the contract unit price
per curb stop and box installed.
25,OOO.6.D. Corporation Cock: Corporation cock shall be paid for at the contract unit price
per corporation cock installed.
End of Section
25000-(}eneral (3\94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 25,000-4
Manhole steps shall be placed CASTING. A 8
so t hat off - set ver tical portion R 1772 B
of cone Is tactoo downstream R 1760 B
R 1642 B
R 1940
R 1755 F 911
R 1755 G 7"
t'
Flow p;-
Grout bottom of manhole to
1/2 diameter at pipe and slope
grout 2 I' toward invert.
PLAN
< Neenah frame and cover, or equal.
~~ >- with 2 concealed pick holes.
'... /" See Specification for costing number.
: .!'.-----...- -.,- . --
:CD1 . --- ---- - /[_Minimum of.2, maximum of :5
Concrete adjustment rings olfowed..
-f-' - .. --. - A II joint s in manhole to hove "0" ri n 9
I .. rubber gaskets.
' ,.
I (i.:'" -'--( Manhole steps, Neenoh RI981J
Jl I /~ r----"
oj I'~ h or equal) 15 o. c. Aluminum
-' i /t-,/ 5 t eps approved.
I <fll ff Where sewer runs straight through
;;:':.9; a standard manhole, the pipe shall
t : :/ be cont inuovs. The top 1/2 of the
- I:l t-: ~'.I ' pipe s~all be broken out after
"0 5 : ~ .._.. _.. ..:.._ _ comple t Ion.
-~( ~, v Minimum slab thickness, 6 II for 14' depth.
QJ , . ..J,'. ~ \ incr ease thickness I U for each 41 of
:3{' . . \ depth greater thon 14 '. and reinforce
o . \l II /
'\: ,i ~ I WIth 6 x 6 10 10 mesh. .
o ,I: /
::> I ' !
I' Me;( i ~
I
Flow I l I
:~""~:".. .~':~'~ J :.c:.....~ : :, ...tJ.~..t.: '0:: '~:.-.r:.l . /
.1. f. ',.'1$.. .c..oj,. ". '., .11
-L .. iJ . '.' ... -. I
- ! 'j / .L Pipe shall be cut out flush
------ll-i6 r-- ~ with inside face of wall.
SECTION Compact tn'. fOp of pipe,to fJfst JOint.
Not to Seal e Note: Kor" n - seal manhole or equal
considered accePta ble alternate
Revisions Plate3 No.
BoneS1roo, Rosene, STANDARD DETAILS Jan. 1980
I Anderhk a Assoc., Inc. I I_I
Consulting Engineers SANITARY SEWER MANHOLE
St. Paul, ~~lnnesota
.-
S
7"
( '~
L~
r II
For 6 diem. ManhoJe an 8 precast .
$l{jbl~ Requfr~d
(Ne~!'i@h frQm~ tIDd oowr , tH' iquel.
/ \tlll tM 2 c onceaJed pic}i ho~s.
see specs. for ~oSjtJnQ nUmbef$..
J, . / f ~oncrete Adjy~ti"g Rifl9$, min. of 2,
I "'"0'^,,-"------v' . . jfl (} 14. {} f 3 r e q d.
/r~~ ,
00 .~lJ -
r~-'_ _'-'g;3 _ '...~;L/~ 6" Preeast ReinforQced C(H'Ier~h~ M@ftl'HJle'
4 'i>';""""~ ~;:" Slob ** 4 BC}fs of 5 o.c. El:!cft Way 2-~ 4
'. f)'I)\', .....
, .~ .po....L..~.,..b~.. ~"\ Bars All Sides of Operung
:9 ! · { L,. ~~ /M oflhole step s, Neenah R 1981 J Of equal.
- 4. A",) 5" I'
- ~o'. . l o. c. A umlnum i tepsopproved.
:.,PO; .
. Jo.
.\, Wher e sewer runs styai<Jht throu9h a
~ itondgrdmonho!e, the pip(i) 51"1(;)11 bt
J... . con t itUJOY s. The top 1/2 Q f the pipe
\~.
/'.
.' G' sholl be broken out ofter cOfflf)letiofi.
~ r..:
I: '.'
,. &6, u u
5 . All jclnts in manholfJ to'~ 0 rin~'
ruboor gasket
M in i mum 61 a b t h. C k n e s s 6 II for 14' de p tn
Increase t hl cknes I I ~ for each 41 0 t
depth JJrea1er than 14', and reinfof'e~
1 wit h 6 i1 6" 10/ 10 ffl 613 h.
Use opening in 41 ~A.H.
. It
0" [}t2.;l $ectlon to 24 dla.
all precast segmental
'-.-.~...'
~~"'..' ,". .:.:: ~....... '.' ',. "~ :'i:..:r. ......'::. "';P'f . coney at ~ bl oel<..to b~
'~''';''.... .'~~: ~ ~ 't 'f"4: ,.... .':'": d: , 1:' 6. IJ $ed With 24 cha. or lal"(Jelf.
I ,
--i J Slope orout 21ft I
. Gt-- ., r-- PIpe: Sholl be cut Qut flU$h
with inside face of wall.
I
SEk~r'ON +--- ~l'pact to top of first pl~ to first jo{flt
Not to Scale
. B@fa6J$ff@O, R@i{jn~, Sl~ANDAR 0 DE 1-- AIL S Revii!OM Pt@tt No
AfldilVUk, a AiIiiCt. STORf\1 SEWER A~1974 f -10
C @fil.~ttint E ill $ f I ~JiANHObE '\1ITf"'1 REINFORCED Ja n. 1980
r I Of;;~
St. P@ut i MU1fl. TOP SLAB
-----..-;:1.........--.-..-...-.......-'.-
~ ~ . .~_.._.__.__. .
24~ x30 slob opening for Neenah
R3067 or equal
Dimension from back of curb
to center of pipe..
4' Die. MH - 9" in from Back of Curb
5' Die. MH - "5 in from Back of Curb
6' OiC4 MH - r behind Back of Curb
7' DioG MH - gtJ behind Back of Curb
I 8' Dia. MH - 15' behind Back of Curb
I
I
~ Neena.h R3067 casting or equal
~/'/ \!Jith type 0 or \/ane Grateo
//// . ------- of 2 maximum of 5
,._-.,"'---,~ '.1~. ..,;s.c./""..-~ I"'l -dJ" u st-r'Y"\ en. J,. ~ ?1 g""" \il:.l .1 tn' .t: L1. II
~ '1';''''''" ../' c'''' y.. i I'. l. J I.! ~ 1i"'J II
.'.:.~:'.'-':-::-''' ".:.:: .... "...". ... : ----..--."' .~ . . 1 . . . -;i'4 .. ..". l
I--:",}UWIT.~~~,~,","'/-- bee or rnortar between each and
i ( .t-, ~~I~! :) a ct)lIar on the outside.
: f ~ l' "..~'-~~L- ~.' ,
<C .-i<~-"'~T~".",......_.;,,_~-=.T~-'"'' ...".'''''"'=.''=.-./). ~"':''''G;''''':'''I}><:;::-----o precast reinforced concrete SIOD..
: ,1 [ ., .....,~.^'"
~g., J ~
I QI I '=~ '1 ~ Sed ,!1,Iith 2 beads of RAM-NEK.
'I ~ !. \i irt--- Ali .... k:dnts in manhole to have
a' r I .",J
j . __ '1 Cf~ ring rubber gaskets~
I! C-J \1.' , i
.~ ones.... 1"..._ ~,. ' .. "
... '---""'"-'~l I . ~:. I et..;ost cone, ete section
j 5~ . ! ~ .
I I . ~. I "J-/ Doghouses shall be grouted on both
I ;r~ I .11 the outside and insidee
I .~ I . -- t .!_
I \.- I ___._
! 0 I ~ . .1 ---- Manhole steps, NeenClh R1 981 J or
I > 1," .....[ . .J equal, 15Q O..c., Aluminurn steps
( . I approved..
I I
I 7 W ~
I . //;. I 0..'1 a Precast segmental concrete block
~ ~ ~. \ to top of the pipe shell be used
I ........ ...... '.. ". Q~ ". J> when size and depth prohibit the
~ 0' . ~ _. I fabrication of precast units.
, I ~-.'--;l . ...~ ,...,. II
10 . <i ~: ;_~ Minimum slab thi~k~ess, 0 tor 14'
i . ~ depth. Increase thickness 1 for I
II ",- each 4t of depth greater than 14' J
'.. '-",-, otid reinforce withe xo 1 0/1 0 mesh ~
~FCTJO~ '--,
,,~~. .~~ ~
"'-- Grout bottom
I
/
I .~.~...' Sanestrco - STA'NDARD ~E-I AILS 1 ~::.R~V;;~:'
I II Rosene. TYPE II
I '1\lI Andei.ll~ & I ,"_'-'.. \ _ ,
I ~~.. ASSOCiates I Ct...l GHBASIN MAI~HOL!:. Pla:e No.
I EngJrr6'@n3 & Arc:-'iiQC!Z3 II . 1 == 1 6
st. Paul. Mlnnellota J \. ~. n ,~__ --.J \......... .J)
~ ....: _# ~,." .....~"~':=......"'^_~...,~~=..":~.~'''::''.''~''''''""_.......'"'...._:,:.M,>>~.~'_ .-.......__.,...,.,
! -16.DWG
J
~
36"
I ~ ~
~
i (D 0 I
i -~
.v
D. . .ft ..~" (\J I
II f ec t lOr. or flow _."'~~_
a
<.0
I I . f,.loyr. ,
t i I l"r! c...1
I ., " ..
II! R 19ht hondgrate ShOt~fSl
I II
I, I
I I !
III
!l I
I ~!y
~ ----~
1
I -p L p~ f:!~ r .." ~:; .J " ~
I .' ~ ~ \Jfate ro be 0:::: . ~eh)\iil \JjiJ1tier grade.
I Cotcflba:s!r~R..~t;.""a",""".s. ...' /- 510. pe. gl!!ter 5 each ~ide of I
~~enoh R ~u6 ( ?f.. ~.qUt1~ ""''''"'~'~'\\ / CatchbasHt I
I Wit h DR. Of 0 L_. 9 r Q t~ . . I
3" i" 0 d i us curb b 0)( i ! Top of Cur b
j,l '1':'
jf r ~ Variable I
1~-- ..- '~-~' !
Min. of 2 1 M.C1x. of :3 -f~1"~' _ \ w
c~ncrete adjYSlmemt -~ 1'"-;',:,'" ::::,,::.) e I
nngs allowed, t;' 'L :,C'.;.:'..-:' "\t~ 1
I r:;.;, : .;7.. .~ 1;':- : . ~ t. ~ I'
t" '. .' . p' ..": p., ...
I:; ~',~.: ~ ~~:,>: ~ I
I . '''.!7.... ., II H ... . o' 'C1
','.' 24 x 36 Precast I. ......l? 5 I
. ~. ""," . -', ::. I. .' tI-. - .. I
",:;:-.~> r-- 311 of grout I.- :.~~'~,::
~'",..lI 1 !?.'i,o:: I
I ;', ':. : ~ '. " ~ I / ...;; " ".., NI
: '. ' .' i / -;: - - '. :: ;o:f':'; ff) I
. ~: ':..~I / I( ~'\ .': ..~..'.
l'.....~..;~.~./ I( .)\\ f.:~.:...:I~:1 I
..' "\ I I · ~..
03 ~ Z' . ' . p ... I \ J . . .: ::. I
~l'- ::.:...~'.~...L/ \\ / ;:.<\,' I
:1...": ,~ '. r/ / ~j;> '. -7: <.1 I
po . ---.- ." _..--. .' . .
,",:;>1 . - . ,~,~,~:,_,::'~~I. ''t;:: .\ ! I
. .! " '.~ '." " _ . ...",. .',,'. I" ..., P. I
". .' l' ....."... '1;\: ~. '. " ,," ,'. ....~.i.:...._... ",~'1 ~ I
.~ .... e. . Co .':;>0'" ,. "0' p....~. ~ 'r> :..,.~.'-' p
.: .', ;".< '.:" :'. '." L:: D. ,~. .i>,' ~..'. ~ ,': ",";' '.,: -;-.,'.,: :';.: ~@ i
I, t) .' .",. (> .., tJ 'Co . "r> ,b," ~ '. ~ '''p #'," '... j. I
. '.' ...:..........-_~._-.,;...____. . . ...., " ;'" ,... ..' '/1: .'. . . _ ":
..sECTION I
I
-'~~..-~......... ..+.......~ ... - .....,.__.~._, - .~.~.::.;..~.....
I Revisions Plate No.
8onestro. 0 ~ Ro.'sene, '., c::~"rAf}fd.DAPr) f)','f=TAH ~
....J t. I" · , - -- f,.".... ~ ""- """'" J 1981 nJ
Anderlik ASSOC"j an. I If !
. .' T \1 P ~ 'p'r' 1 ! _ t Q I
. Con suit lilrJ ) I. "'- -L,...., ~ t 4..... i
.1 S t .P'''' I"i' Ii. ~@j;~if'\ I c: {~ T C ~.~ 8 D. S J t'J I. ..f
. . WL'lrul~lul. ~ I
__. .=== ._ ..~_._......__""""=,~=.,."".","",,,,,"...,"_...l...~~...- ...____"'..,;"'._."'.'_"."'"...,.~.,.....,.......-. "._~-- --~....---.....,-"'-~..,.- ,-".- .~--~ -- ""'""-=----~..:"""'" -= ~ - --==-=-==---.~ ~. -- -, - ~
I
f
i
I
I
I
Compacted I
Backfill
0.5
w
~~~~J~~ASS~~~~L~ _C L.A SS C=2 I
l"":J~i\JO SHl~PEDHANO SrtAPED FRONi
FIRf\4 UNDIS"rUR8ED ANGUL.AR 8EDDING
Sf)tL~ MATERIAL
Bel: O,enotes outside
di Qn'H~ter of Pice
Barre I '
" ~v H Be 1'"1 2 II f\1 inirn un1
LOAD FAC~rOFi 1.9
_h"'_'_"'j"
'r Re,; b' .
....- /. . U'f nor
4 II
VI less than 6
Coarse Fi Iter Aggregate
(t\~n 001" Spec. 3149H Modified j
~CL_ASS_8.= CL.ASS A=
F1Af\JO S HA PED FROrvl CONCR ETE 8ACKF1LL
ANGULAR BEDD IrJ G TO 0.5 OF OUTSIDE
MATERIAL DIAMETER WITH
SHAPED BEDDING
.-..,.: , _~ ~.N m
. Bon~SiiOQ, . Rosefle, """TANDAR"'" DE TAIl S Revi:;.iolis PI(jt~ No.
Anderhk a AssoCol~c. ~ . >1 . .. U <:== JAN. 1986
~".oO" :t= [~ D s ~ IG ,~"'F~ -=- 1"J iJ" 0 ~ . .... I
ConsuUioo t, t: tJtl\l . rvl~! rl~ - .~ 1= 2:5 .
d :""""" 1"'''' r"'" R ..."" P Vi"""- P"- h't D J P ~
51. Pau~ f.Jlinni':~Olfdr ,.J N L, i' ~ ~ J .
~ 1 -"'"''''''-'~==--=,=,=,,,,,",,,,,,,-=C'''-''-''''''''-'''''''"'''','-'C'-'-'-'-'''''-'''''''''''''"=''='="''"''''"'-=''':'-''''''"''-''''''_=-==~'''~= ._ ,__... ""'="""""=""~==__" __...,.__.___
- Compacted Backfill
^ ';;W(/4~ ~ . \~1J
,~~/<><~~~/ //r Be ~~ ~
i0f/;//~I~I:/ / fl
\:/:// /// / , "'-:~
'.'~' c ~ ~ /;::~/~ '] / !
Boc,\~111 a ~= ~/ //// /\~~% ~
Beddiflo ~ / // / / \:
tJ ~ / / ,,/ /, .'__ ,
/// /~/////7~/////~ ~ Variable
. ~ // / /// / /~ ~ w/Type of
l ~ ~ /. / / / / , , .", ,/J~ Be~dmg
~' ", ,,- ~ ' ' 0' ~ .. " . c; . -' - D . 0: '{f II . 1
. ') . . . . 0 '. .,':'.' ~. :. .' 0 ' 6", ' b!
~, "u ..;, ~ ';', 0 -' .'...'.'. '. 0 ',," ' : 'f!1!!:. Pay 0 ep 111
\ - - - - - - - -- - --- - - -- --- - - - -'- -:- -, -, - -7i/l1 I n"'~emerr'<:
= '- '" , ',':;" "'.' , 'd', ' , '"" . p .', ff, ~ "I I wI . I I v
Foundation ~,v'. .' 0 :0.,.. .'c>" \/'_' bl~"" .,.,,~ 6 \TYPlcol)
. . ,0 .. "0 0, '. · 0110 v " o' , 0 " rt!lJf!' ~
~ '~-~;J"~~~-;;~ ~- ':':~ - ~~ ~ ~.;;-:-o ,~ ~ ~-:-'I!J
y 1m~lllllldJIII~IIIII'~lilli~lllmlll~
L f\r1inifTlUrn :: 2d + Be + i 2 11
r''O
Coarse Filter
"8 c 11 Denotes outside Aggregate
diarneter of Pipe (1\1n DOT Spec. 3149H
Sa r F e I 1\1odified)
-- ,=~~~--....-
Bonestroo, Rosene; S',o~~l\ NDA-~D DE1~AjLS Revisions Plate No.
Anderlik 8 Assoc. Inc. ;., ! ~:=;' K JAN. 1986 I
Consulting 1~/lPROVE 0 F 0 U~~JDA ~ri O~~ 1-25A
Sf. Pauli t~Ainne~HJjo RCPj VCP 8DIP J
,,:::;;;,',:,:,~:;:,:,..,.:,~..,,~;,";:~.;;,:;..~~.~~.~.~.~..~~,;,;;;;.~~ ,~~._,...... ~ . ,,_. ~...
Back f i i I
o ~.
, ~,
:1
\' . ., '. . 8 Co I ' I 2 II
~ l\ . 0 0
z c.l . ,
~:... ... r
, . ~ 1." . . . O'
Bedding ." .}~ .. . ", ( '-j..,' Granular Borrow
.\ . ,\ . . Md'..c:' d)
~ -' _ ",' , 'J · ". _, 0 II I e
, ... . I Z
~ (.l . .li - ..., 4
~\'. .' 'J rJ.'. . ,>I. ' ..1, IZ · I 6 If
~ J , , :., J . , tJ", -----1
1\llfE;U ~ll ~I~! I ~ IISfnTt
I I
^ . · r.... . II
1 {\1Irllmum::. DC +~ 12 . I
~~ ~
I
F/IF:JEF 1 B 8 [)U\JG 11\1 GOOD SOILS
, / Compacted Backfill
--,,"/~-'~1.' . .\!'-' - -~ ,~"' \
i J \\\\\\~/ //1/ //../ //../ /'.'./" .,.,.",,/ .~/./~/ // / /" \l"/;~~~1 /~
i ~ .// /// /,/' // /,// // /1 // / /// :// ~ I
!,;8aCkfill ~/ / / //.'.../'/'./1/..' "//,/,..///,/ ///. // /'. .// /. / ~.II
i ,,\\\~\\~//./ / ~/ /.// /// i// //./ //'// / / / // / / / / /~
i 'M. ////.//. //////// ///fE
1,- ~\ ~. ,<'/ ./ / /' :/ / /'. /. < / / / / , / / ./ 1/1/// I
~I\\ 'J . - I. .;, ". ~ .' J " . ..'~ ~
I \\\\\\ ". ~" ? ~ I
! \ ~ :' _.'" . i Be. 1 .'. ::. '~l II
i ~ . :; " .' ~~~ .' ~ '" r .' ., o' . m0~ 1[12 I
: I~~. . J...;.I I 0 '. I. ~ \' , {Q/Ji. 1
. ",' . :J i I /"l V ' I
I v.!'!" ~.. .'.i.
liBeddin9 _,'~/ ,0/ y') ;)r~\.o o' - ~- '0''-' Y I
\\\\\~ . .' \ p}. 0 .. !ill 1
! ';' ~ l
I ~'" j' -.'1 1 I
I ~,~ ~ .'J.. 0 \~ / 0 ,<> - ,', ~ - a It r 11
I \' - ' ,) , -'." ~
I \. v. ~. !.) .' oJ' ~ .....11
I ~'O I. ".:; J ~ 0
y ~ . ". . I . \,,' . ." '11":;:;:':"::::: 1
" _ _ _., ',_ _ _ ~ - --::-- ~---:- - - '-l .
1 \ \ . .' ~ . t..I ;) "'. · . t ,..,.", " " . : " "1/ ! II! . .
I \\. I.';;> . ;). A i (] .... . " ' . . ."~' ;' ,
! ~>_ ".-:.. ~ .-:.. ~ _ I ,~,-.:..,::s..' ~~ .:... :....~~ I Pay Oeptn I
! ,,' ~. , ',"".! d ":)""~'..' "1." I," I Increments I
!Foundatlon ~,;1 :Jo ';;J'J, ~iJ'. ~~. '!Vario.bj"e ~ .~""~~~th II 16 }(Typical) I
i ~~~- 0- ,,-. - ~, -::-:;- .-;- J-:'-"~ f II
I \' \ \t :) ",., I 0 . Q "" ~
f \~ .~.. .. " 1 . ".... c 0 ~
-1~1111~~ITr 111111 ~! ~~II'~PI ~lll~\ I
:3 h ~rlliL~ II ~ Illl =r11 !~d l~, ~ ~ I
I I Coarse Filter J
II II . II 1
8c Denotes outside I.. Minimum = 2d.;.8c+12 pi Aggregate I
diameter or Pipe r= (iVin. DOT Spec. 3149H i
Barrel iv1odified) j
PIP E FOUNDATION 51 BEDDING iN POOR SOILS I
I
I
I
i
~
80n:stroo, Rosene, r\ ..S.;ANDARD D,....E.,TAILS. -~evisions Plate.N.O' i
I Anderllk & Assoc. inc. !
LCOnSUiting Engineers .. ". . ,.' P\.iC.'Cr-PIP~ FO,L~~~~TI~N B..' 1-258 j
SI. Paul, Minnesojo I dc..DOING ME I nO O-.J :
,.. _~,~J~..._^",,___...~_____._"_ ,_, , J. :
I
.
See Plate No. 1-28a for riprap placement
I t
J 1
11
I I
I
I ~ . 0' ,,/-'" \....\~
". ... .. ~::-::::.. ~.",. ~
/ . I,
~:J~~
./~
--"-~./,./
/.;.....'
<",?
."P
,,/'""
/"^/'" ~.
I~ =-, t ~ . '" I
/1 lie last 3 pipe JOlnts~ ·
fUse 2 tie bolt fasteners
/' per joint. Install at
If 600 from top or botton!
I ofpipe_;
I I
1
Provide 3 anchor clips to fasten .'1'
Trash Guard to Flared End Section,
Hot dip galvanize after fabrication;
TRASH GUARD SIZING I
Pipe Size Bars 'H'Bolts '1'1
ISOrv1ETRIC 12" 3!4"ro 2 1 /2u 5/8"1
15" 3/.6/' (j) ?) 5/8" II
I 18$1 3/4" '/; 4' 5!8~)1
! 2 1" - 2 4~' 16' (l) 4f' 3/4" I
.111 2. ./ - J.~ 6. u 1 " gj. . 5';.' 3./. 4.' '111.:
42" 1t)~ 0' 3/4" !
I 48" -54" 1 1j4"ro 0' 1 I
I 60" - 72" 1 1/4" (0 l' 1" I
'L ________ 78" -g(j' 1 1/4"<6 fl' 1" I
.f1. 8onestroo STANDARD DETAILS Last Revision:
Jl..JI Rosene NOV. 1991
BCJfI Ad' .IRk €:) )
1\]1 n er,,, Ci ..F".ll\nED L.i\.JD '~E-'\-rION
l.. '.' .' .~'.' Associates '. _~r\K : 1:.. I~"' ''-'"'' .C...,..'.'. .' . .' (Plo..te.. ...N. 0... '..
D TDA.,C:H (;ll f\, DO I
e.: I R. l.... . t . I \ ,,-, I ...../ J r\ 1\ J
r.;;ng neers: .~ ArCn'li{;$el~ ~! => 28i
Sf. Pau~ Mll1fle~ta J l I
'\..~ ,~,~;",/ . --........."'""".,'-',."-"".~."-,.=~~=:~=:=,.:::~~::~"'..;~,.. "".",'~~=........~,=-.=--"""',"'~"".-=----=-
1 - 28. D'IIG
[
~
I
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II! Variable (See Plan)
::: ~joriable (Se'ePlara)' 109
j j
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I
Ii I ~ x4" x8" Wood Fence Post
_I I 4" aoove grade ~,.
,.I~, ,I ,I I '" ,1"", ,.~" ,"
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I ! ~.", r" I
I. = J ·
I .- , I
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II S e L-.l I ~VJ(jtef Service I
II c ~ I ~-----' Type '" 1\ Copper 7 ~ I.
" _~ i' <> .... , lb.. .
J ~," 0 0 I ~ - r"'"~'~?' "'",,'f",E"T'j'~,c:"">.''''') S'n",:r.',r=,.'\t , ' ,"
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,,- CD > ,Ul / I
!.- . ~ ,_. ,_ c:;,
o~ en ___ :::-:;-"" --~ ~lt
>00 ~ ~l
,.' .~ Il.------~--=t ~ I
,a /' Cmved Segmental I
II / _, . . ~~n~~:;e~:c~k SUPPo~1
I Wot~r Main SeVier Service I
J. L 4~, Cast Iron ,S~il Pipe \1
II Sanitary Sewer Mm. Slope-1/4 per ft. \ I
Ii 12'" long piece JI
II of Copper withl.
I J~ Crimped enol.
i I ~_i,','
I r '
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n,.
I II
Il --- ~I
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11,1 -=-,', , ''0,,~ ~oo,~:~~~oo ~_,,;I, A,r\JDARD, ~ uD,t..I"-A,, IL~ t Ap~i, 199,0 JI
~ Anderl,k &
II ~,'.\J':~, ASSOC, i,a, te,""~,'" ' 4.~,.,:,'~,\,IJ,:IV,l,E~ A,t~D, ,_"!,A~,r,ER,.. . Plate -No. ",JI-
i'-'~ I ~'t P C' 1- C' O-i'd r II- (' j iO~ tN" -~ j I
'Ii lEfif1iftr~~&i~~ ~ AFchSll'~:f;~~ ~ ,I , '" " ~ Lf\ \t I L . I \i \j t..-_~ I! " .' ~ " ~ =~ er: B-*~ ",', ,I
~ St. Paul, Mln~i!a ::: l .___' l oj ..,)J J
3-38..DV/G
~- -.--..... ....-.,....... ......' .. --~
611 Distance to ~ variable
1/211 r - "~. 1---- -. - "1----:-;--------..
. _ 'r-:~ · . ,.- ",,3 ? " T"-' P E uA. H
- . " '.. .~. :) ./ 1/2 6
=~ ~t___.~_..-...--:-./..- '-51.0.. e 3/.411..>.er. f:t.. ~:, j r STANDARD SECTION
. ',~'". .'. - ~ '. . <'. - M H D 8618
~ .'l\ .~ >. .'... ,,'". ",:)- i''-~.'"'''' . . .
L____ ~o~.' .-:..... '-<. CONCRETE CURB 8 GUTTER
! 811 1811 J
~-~--",. I ------------.. "---
; ell I Distance to ~ variable
I.! !I ~._.. r-.'---- ,.."'1."'-1......----..-..-'--..-.-----------~-
II 2 i '.,.J j II
r~-T-~, , '\~_ 3 r "TYPE "SI1
I -1.01 ~ .:l ,,- . r 1/2 r
=N...! J ' ., · slo e 3/4 er tT'. ~. " . STANDA.RD SEC. TtON
'I ) I · "..;... ~- M H D 86"'4
~j , :., j;> ) '" 'i"~ . I.. k
L:.,:i I! .. "r, .~""' .' l.... ~^ ._1 -=> =_ """'" "-
! I. ; r; , ~ ;c ,; ;;-J-" \JU~~\.JRE ! E LURS8bU i i t~r-t
I I J'.) ~ 1;. ,__~..~----------~--_.--l.
1. i -'._"'~~'--- I
~....-.:~'-"<""--<"--------
L__...___ j--- ell I
1---.<2.___+_________ ______-.--:.--1 I
I/?I'", ...,
c _' - -~\ .. 3 , II TYPE Ii C &1
- 7- ~. . -2 /fi".# H FI!2 f
-~ "'L_ .... > ~. ,. . SIOpeQr"t PG...l.,l~~.: . STAN.10A.'. RD SEC.TION
8 , >. · .p, ,.; ., .'. ,,' I =\0) SURMOUNTABLE
---l.,.~ , ..' ....' .' ~---Y. CONCRETE CURB 8l GUTTER
i L---.-lL--l-,-l~:_----J I
· . , I
I II +- --- I
1/2 r-\ ,-3 r .
t -~, 1.;, Distance to ~ variable ,
r =~t ., 6'" -. ' \~3 --~~B~~~:i~~:- SU~-f~G~----- TYPE i! DiI I
_ I 1"-" /' /////, //~.'.~.//.'~./././...'--....'./..'./././.../,'.~'.1.1 STANDARD SE. .CTiO~;~
-! // /, / / ./ I
OJI //. ,".' /' . ~./ './. '." . MHO 0'-'
-I ,/' .': ./_. '~I '. . '. CJO
I =~I! . .'.1- Gravel base CONCRETE CURB I.
, Ir... " . I .1
I ;l)$, ' I
j____-.i_
I
- - I
___ II 11 _ Ii II
\" rype A or type B Curb
,
,- - - - - .....
II I ,.Il II """"VP"E =- it 0 :F~ r~
j /2 r'\ I . \ r- 3 r ,1/2 r ; ~ t:~ ~ 0: ~v!i wJ
"\ I 5 \ ' ,II .' <; I 1
T-=NT-'-I~.JI>) . s.\ope.!l!4~e..r_.~!_.. -l'~t STAND'ARD ~Fr:""'~iON, I
! 1--- -. '---'---, ) '. _bt.J i ~ >J~ . I
~....!i =~I ~.. ~ , ' , >.' '. '.' '. .'.....1 =1'-1 DRI VEWA Vii'
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- - I.' - 11 I Jl "-. I
1 .--19-c-__~1)6 -Type A l 2.f.~Qe B_J
r' I 2 II '12il- l' e C . I
Bones1roo Rosene Revisions Plate No.
Anderlik 8 'ASSOCI I'nc. 5T DARD DETAILS j
Consulting EnginearsClJR88i GUTTER 4 -I I
S1. Pou I, Minnesota 1_ _ I
see plan
+-=
I '+-
- ~ j
- OJ
I Oc..
I I -
~ QJ
c-
o
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31_ 0 II I
j\ ,"",-1 I
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PLAN
F? I. P 1.
6" 611
I'
~:< ~;,;;<;:.~: ::1: ~ ': :~:,: ~;:.p >: '>:':~" ',' " -," ~ ,,' ,",. '" " ., " ,." ',~"" ,. ' ,~. .. ., ': _ ''Y.': .~ 1::.,:'~:~ '::~':':.": ~ {~,v.~ t; '~~/'\: ~.}:i
6" 611 _~6 tl 6111
:3 I _ a" F? I. 31_ 0 II PI. 31 - 0 II
'- ". ~ =:1
91_ 0 II
SECTION 8-8
Type A,B,C or 0 . I _ II t1
concrete curb 8; gutTer\ t ' 4 - 0 1 r-4 Conc, wolk
See plate 4-1 I
: I !
I / - - U!_ - - - - - - ~ -11- -r~ft, - - - - - ~ ~", -:- ,-: -: -.' ~ ~,- ~-"" ':6: ,:: 0' :,', : ':: ':c: .1 I
; '! S \ 0 pI:: I pe ,,' - ... :," ' , " . . ' 1:>'.' ',', '''':'' .. ': " ",' t '..": ,"" " ", r I
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-~
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I
SEe"rIO"j , O;.~ A-A I
I
!
,., .y.... - =r- - Plate No, 1
Bonestroo , Rosene, S=rt\NDARD DETAILS I Revis ions
Anderlik a Assoc., Inc. ~ ,
Consulting . ~n9ineers PEDESTR IAN CUR8 RAMP I I 4-3
St. Paul, r\~lnnesota I
---........- -I I ~
'""'=- ,..-.- --~- -"'''''':'-'''-""""="'='''''''-=-",",=-=-==;="'=",'=~=,----=====""",--=<,"~~...,....,.,"",,,---,,,,,,=.=~-=c""'-==----==~'""=~..,.,...-===,=""=---=--__,._i
~~.d":':
8618 . ,.;\;;,\:'" .
cone. cu r b ....:~f!i::~:.. . .:\'.'!i?
I a gutter . ,,;,-;;," "1'-:"""
. · . \:':'f/'~; ?t/~:~::::'::::': ~:~:,:::.:::::::;{{}}';::';~ \ '
Co tch baslf'I frame ,:..f;...~.;.;.,. "..,tr iO" /
a cOtler -, .'~ .:"," eSS
v . ' ..~ ~f
I /" ,/// ;;a I. ...! .~'.: ' " 0 e y
/.1' / ~~, /Z
...// i . ,//: ..n (i'';;:~?~~ 0-
":c / . .....-:: - I ! I ~ U 0 ~".~ '"
~./ .......~ ,.J ~.. l. ~ s
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.' ',;" '1" ~ \
.:~:::.y.:::-~.:.~.:;::::~:::"..~:/..:r, / ~/ ~: ~
...:;.;:.:.... """,:.., . ....\ ^o'<ll'<ll/ ./' ~ /
..,..~:'::::'" .;..,:.~....,. /" ~ /"
.~.~~~.(:/ . ~ EERSPECTIVE.
'~
'0'
~ I Min. Transition
8618 curb a gutter : :. II~jOI.M in. TronsitirHl
C\J ~
kr--Top of curb
qesign. gutt.~ \ '- 2-No.4 rebofs El4,POnsion-1
Ime grade. Join!
-NeenQhfrA.~t2l ~
_ '"" YIII~ O! covel' Of eQiuo~
.. . R-,,067 with Typ~ DL firaf~
~lF ~ "iF' . t'\ lH ~ .. "
. 'Ii F:;f fiB ".' .' ~H.~i.\, ~'.-. A. ,ff4..' . fl..;?'.
~ th= Y U II liJ i \iJ '. '""'-=> U
,~'::.:::- _~__ n~
Bonestroo , Rosene
A-d'" ~'p,'~r<;'f ~ ,_.m . . R."
...." arllK and Assoc. ltic. oJ byl L DETAiLS eVISlons Plate No.
Cons~uillg.. E"~~i_lleen; _. ........... . :8.. 618 .,c..,;ii~....UR8 .,8 Gl....J.,'T.l...-..E.,R. '. ...... 2-19-82 JKI . JJ
~t PaUl j IvmUl. I CC--}~\J >C:'-"Z~C U'Cr~i! ,,",.., !J. = . .. .. - 9
- i ~ v! i \, .. :ltJPd ~ i CA l'''(~H BASI,\I .
---.-------.....;-~
~.= ~~~-...~~
NOTE: Surmountable cone.
SUimountable curb 8 gutter to be curb a gutter
formed into a 8618 type curb
at catchbasin castings. ....
J'
..II ...
,;.
,..,/ ..:...".~.. . .' ..
/ - ,.'
/ ..... ~~
/ .... .'
.: :.J
'J" .
~ .
// . :~.'~. :- .'1'"..: .
COlchbasin frame ..<.'/.!.';:>',..,"''''/ '0(1 /
B cover ~ ,..//// 'i-'" ',,-,..'" .es~1
I / .'.- P7/ ~
.; // ~ ,~r:"" 11 Oe .~
· '. /1 J/ ·
~ J1 -, ~
I /' '1) X ·
· / i '"'" /y---~~ /. .. I
I , /,../ .-'// r jrJ'~\ '\ (' '-~~~_..,,~ y-~
i "'-" . ir ,.-.. \ \ \ \\\'\ ,V:~
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/',// .,,' i ," //t" 0\ \ \ \ " \ \ \~\ ~ ~ "
./ 11 ~'r.. \ "',.\)c)
"..'// i e '"' 'l - \.\ \ \ ",', ~,...u
.'. ;:-,\~" ..' /'/.... '. -'- J/--,- \ \ \ S\ \ \ \}--<J ~/.,. \
i _"r;,\"-';..//,,' ...,,~- ,J ~~\J\r::1~r\ // I'
" ""\ tU / ,,';;.....t ,....
," // ....~...-: ~\
,0 // .:". /1r // ~
h /~-::>-' .' ~.' /#'/ -- ~/ I
/ .,",' " .' .~J ",/ // ~/;::/"
J; .-- .-.<.-.., .- ,- ~ ,./;.:. /' '~E' R S FF-)1 E' C' T.' 11~, .f.V r.:j=
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'. 10' Min. Tran!:tllion ," . 10' ~/lin~ Tf.ansition ;;;:1'"'. }I
Surmounta ble curb 8 gutter -'1 r".' f I I
r ap 0 CUft) I I
j -: I - - .~~_,5td' ti
~ . ... R 10 4..~ .. ...~ .;';~.~.,.~~jiI~"': ;
., . ;.'. ':,,'~:. 0 . . , " . ~...s..-:-o-:- .~~ .... !
'. : ^ 't:l~.;-,. .'.Ii ' ...<;;;l\ .."" '.' t:." ';'1.,,:' !
',',' ""~o'~.~. " b.a.....~~...o. .,
.~ .. ..' . '.'..".' . '. '. . ; . ." ~ ," . '. . .' : ..., . , . ' .... .' ." ....
1 ~ .
...r. I \'2-No.4 rebors C,X. ~Gf'iSIOn -, J.
t I JOlntl
I --pesigfi \)uHer I ~eenoh frame a cove, or equal. I
i line g rad'e R - 306 7 ~J i th ~rypeDL (''H'a t ~I
,~ ~ I
I. .=-, ."".= . "=..' '""'1=. ~ 0""''' 'N. ."'. "".... !..
I if~b k"iljj"'-- < f\ r, I
. :':H: \,., ~ i I 6, = ~~ I
I
I'~- Bonestr-oo I '.~-o-s~~e. l~-SPECIAL DETAILS -! Revisions' Plate No. ,I
And e r I i k a Ass 0 C . I n c . 2 - 19 - 82 J t< II
I C 'q' E'. SURMOUNTABLE CURB 8 GUTTER 4-10 I.
I onsul,lng not fleers . _, ~
n . ,." . tJ, . . . C F"\f\j 1"''0 "'-;."" 'R" .' U1 r-'" =r ! 0"'- .~J ,1\ =r~ r II -=r. .. t" 1,J S" ~ S i~" I
L $y. Po u', ~,;11 nn. 'I' llt'4::' J: .. \,.. I r .~ f M ,",n-=~ \.;I if i4 ,PiJi
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. - ~.~ y-_........~~~~:.=:-~..:;::I:::~-y,~.~... ,",=.,-.,:,,;,:,<.:.:o:;,;;.:..Y.;;;;;;;.:+:::;.:.o;,:,..~~=-"'~;;'::-:;~~;:;:~;~~.=-..;.;;:::'""";;;'':;'.;;;:;:'..~..'''''''''''''''''-~.''"-;:''.''..~..r. .,....._..~.......;:;;^"..,:::;~.~_" _~.~_._"__~'_.~ ~..... ~~ ~. _~~ ~ ,_........_..~...._:_.~.~~,!
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~ B In tergralCast
A
E}(pansion Joint (Typ~)
I
?12$~ I
.:\ I
S~CTIOt~ A= ~
Iq ..:,~:--;I:::::":=~V J ~.~-..' ..... ~...-~.~;,~.jf\,
I 12~ ,1 I
l'o'''-_c~ SEC1-'! ON 8B I
. = "-:!1
3 4~'~ ~J:t THRU
4' -L~'--'-~D r
'< . ,- '.'.~ . . ~-~ ~ _-.CONCRETE _.GUIIER
~ t to . --..... ~ '. . :
. . '4. ~ " ,:. 'vv_:~' ~- ... '"
MeasLlrerrler!t of \laile'd~ Gutter I
I
.I I
for pay by square yard includes aU
concrete surface ~~bet~ieen
e;<pansion joints~ I
I
~~~~~~~ ~..'I'1IIl: )
J1f BOn~~trog 5T ANDARD DET AILS Lost Revision: 1
.~ Rosene l June 1990 J
1\11 AnderHk \\
. ., Associates CON CRETE V ALLEY GU TTER
Plate No.
El'l~loo@ni ~ Ai"chlt~tlli J · I 4= ~11 A I
at PtiAYI. ~AlfU,)360~~ ~ I
/ ~~~~~~~~'~~~;;,;,;;.:.'......-..;;;.:.;.;.:.~~~~~~~~~~~.,.~ I
" - =---= ../ '--- :!J
4-11A.DVJG
r I
I
~
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"
j No.3 rebar (to extend
_.;.t.: r"f''iJ tr.j(\ h('~€:.;~ c....rj.."'" i; "Pl.i"':i.~ 12 Q be\10nd eRe b:. e I'dta
'"',t""",\....i'~(J.dvdi ~;:)II~n,,~ J \;!; H v YlW
.~ Nee{lOft R ~ 3061 " of cast! ng )Emb~dded
I or equal. in cone. co liar Qnd
I 311 r'odius curb box curb,
\ l
I ~'." , \,AC"""'k ,,1...
I f' i n iSh G ~.. 211.d"""i~ 1 '. . ...... .' ..... ... ... :...... .' ...\. '\... ......... '. r/.~. .. 1
! ..., '" ue - ;r> ~t ~~ f f. ~. .
..~.~ =C\J "-,..~.'. =r".':;.,.'.~r."./' I.~0--.mjl/l t ..' ~.....P.:..I... ..f.... "' ':~:..p ~....~."..J COF~C.. CO!.i.g.'f.. ...to. @.~~e€jse
~ . . .._ '. ....... Jr' 't : ." . tI "-
~ ; . '. _ ;- }; : m ' ~I : _ :. " lb. 'Ii .. ~ ,c F:l e f; i n iRi .f'il ;.::n A i? i ~ R "?
.~ :.~; ...../ k" ."','; .' '..~ y.,,;'fn-~@ \:Jh\i;;J $ UI~~.
f ... '... ~ ".,S; :.p : Cone. curb r{~ i x
I ~'" ~''''''h:" .' v. ..~.. ':p. h I' b~, lA"~,~':',.d p^<,.~
! ~. j1. :.'...:';:;'., _..... ......"... S Q.! oe y~~y rv~
I Min. 2 , M?x. ,3 ~l:f.' :'~~~~~~?:~ ;'~;'~~~;;.;;:' ~:::f cone. colhu.
I C. on. c. adjUSl'ffient - ';9.. -&;0 '0.: :. '.' '::'. ..... :,;..v~.. . = j. ..g
~ . . ~ ' . . · . IQ., . a:; . .,@" y.: ~-
~ r I no 5 ~ c' .. ~ . '. - ." . ""d E
I .. . . . .:~<( ::~':'::~: .
i " ..... f.fJ ·
~ ". . \7 , . . . : '.
I ,,:.~..""~: '.~~~~~: Groyt snail be placed
p. . ~ . . '. .: : '& "m- t< '. '. .:.":. j n sid e , bet \tv e ~ (j n d
I 5 _..:; ~'.:.'4: 2c(~ ^ 36Precas t ~: :. Q '.' outside 0 f eerie
.! -'~,""." . ';- .... . . ..
i! e :.: \i: .: .a....: adjYstni~ntriU1a€
.I~ : ~';":..' '~~. '. 0:..: ....~' ~ . t.... '1:)0.
· . : '. . .. " .. . " . :
J. :'!j" "'J.. · ... · i .'
'.~:' <~.' ..~..,: ;'.
.. III . ~ ...... .. .. . .. $ .." ..'-
~ __ .' .... t li:~ '.'0'." Cone. ofwnei'a' s h i filS
~ -""'.'
I '. .' ',' ,~.: sha II be used to
.~I eve! ca$t i fig.
.~
I
I
I
l
I SECTION
5
Ii
I
i
I'
J
_.._" ,_ _.. "__ _ __ ._...__,.~,_m."". _._......_ ."m'""" _,__,,_,N (} Sea ~ e
~ .
Bonestroo .~ Rosene~ Ravisiorf~ Pao~ No.
. Anderlik a' Assoc., 'lfiC, SPECIAL DETAiLS Apr. 1985
~
I Consulting E~gineefs I COf~A.CR~TE ENCASED. CAST..iNG -.
! _ St Paul>_~MesotCil . _.. ON TYPE 11 CAT~~1BASIN
( 1
I
t
<t
structure
i I
g I
: Precast concrete
I ,"'c.... Access hole opening top slab.
1 see spec;) for size ,
I
r~~"~ ... .. ~ -.. . u -.. '1-'" ~".: b' . ..., . . . ' I
I ~ ,P! I. . . . 0 0 <<
f '. .' . A 0 I
;. .~ I ' . 0 v .
i~#::~~",~'"~'~.~"""-'""-~~~~' - --~ ~, -- ,.. - - -,-=~:_- .-' -' , .~-- III
s 1.. ... .,,J "'_____. I j
.! . ~::nJl "'_'~='~'''''=';;="='''';'';'''=';;'~~'=='''''=-.''.'''.'''..'~.'~' ---- I
ip.. 0 ,,~., 0 0 I
J' ,~
I .' , '-'-- Kam-njeck or equal ~ - .
I '.' \, seal bEfb!een top /. 0 :1 I
1'\' .I~. 0,. p ",. .s.' " a b arid rna n hole ,f: .' oJ'. . .1.
:' 0 . '\ section' ~ -' II
I I. - ~', ., "\ ._, _ ." I" : , " ! 11
I ,...: I fl '-- j- ill Jomt _ unciler top slaw . i> 'j !
\_ ,''-,~ with mortar I flush with . , , I I
.1 ' ' <tj' inside face bf structu reo ' . . i I
! ' " : 1 ~' , , I
II. . 00 i rl
. p 0 M !
...... p"~';._' .' ....".. 0 . ,il
. . 4' ~ Ul ()i'" h '" 'l~' Acrr1l""l. 01,;,;:, ~ &':Jr-+lf"'i """"r'l I ! 1
I '"' I v \11 I -...; ..... ~ \. - r'9 ~ .-,: i'.~.:::' ~1) .1 '.1
o v ~ ~-~ '''''t J
.'v'. . . . . : II -, ~ ~
I .
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I ' '~ '\ I · :, "
I . ~
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II ~ ' (see spec.)! 4-'- I
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Rosene SEAL BETWEEN Sept. 1988
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j - - residential section J 6" min -8
I Expansion Joi nt th tckness fOf comerckJl section. u;
Both sections to be reinforced e
with 6a:6.IO/IO Steel-mesh and ~
SECTION A-PI have 6" of Compacted Granular
I Subbase. (See Specificatiom,)
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both sides ,-
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L}nderl1k a Assoc) Inc. ,Joo.1980 ,II
, con,lsul,<>,irngEn9ineers L DRIVEWAY SECTION SP.84
51. Paul, Minnesota I
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BONESTRC>O ~ ROSENE Revisions Plate No.
SECIA.L DETAiLS I SP=IOa
ANOERL1K and ASSOC . INC.
CON~LT!N~_ E~~~~.EERS I U TURE MARKER SIGNS
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-,--........,..., ~~..( 1Jrt!?t?' d/{ t RCUIT TElEVISIONI~NSPECTION
\ (J:5 tl/3 l
S EWE RUN-Wl sconsiri- CIr~I~- i;"est shoulder) JtftJ,.
-I- DATE 1 0/23/92
\ FROM MH 879 (dead end) VI EWl NG Dwnstrm to South ~
M
,;;
TO MH 880 SURFACE Sod/Bituminous I
f SEWER LENGTH 277 ft PIPE:DJAMETER g' TYPE vep SECT10N LENGTH 4' I
I
I SANITARY X STORM MISC. VIDEO TAPE I} 92-5: 5224-5449 I
h
Service
FTG Connections FJELD FINDINGS Photo
I L trOP R I
0 MH 879, second manhole north of 59th Avenue North
I 0 111-2" water to 18'
I 3 Y
41 Y
I 91 Raoisin Joint (10%)
112 1 a_3" water to 120'
I 116 Roots in joint (10%)
120 Roots In Joint (minor)
I 124 Roots In Joint (minor)
I 125 Y
188 1"-4" water to 196'
I 196 Y
238 Roots In joint (minor)
I 265 ..~~~ ..r_.... _1~-4".._~a!e~_and deposition to 273'
..,--..- . - - ~ -, ~
---~~-- --- -.....~-- ------ ?f
( 271 __~~~~set Joint. .
I -- - -. I
.--- --....... -.- /'
2n MH 880, first manhole north of 59th Avenue North .---------..-~_.- ....
I ...-----~ - -~ ..._~....... ...... ........ - . ?k
.; .....~ ....-.-...,.. -....- ~ ...........
/ -~
( NOTE: Vertical misalignment throughout. ...\.....
j
..-.... ~ .._-~- .../'
.. ""'_........
I _....... ...._ to ~ -
"- - . ~ .
---....-.- -.-.-'''-' -.'
. .. -..... .... ~... '.. ~ It ..... ~
I
I JOB DESCRIPTlON: PAGE 86
(
w~...... _ ~ ..~ IA. ~~....... - -~....... -...- .~
...
I
r . u. ~- . - -_hn"LV:>CU \,IIHCUIT TELEVISION INSPECTION
SEWER ON Wisconsin Circle (crossing) DATE 1 0/23/92 p~~ ~]
(1 FROM MH VIEWING Upstrm to West
882
TO MH. 880 SURFACE Bituminous/Sod
n SEWER LENGTH 51 It PIPE: DIAMETER g' lYPE VCP SECllON LENGTH 4'
n SANITARY X STORM MISC. VIDEO TAPE /I 92-5: 5449-5514
Service
FTG Connections FIELD FINDINGS Photo
ri L :rOP R
I 0 MH B8ht east shoulder
n 2 1R-4" water to 8'
~ - -- - -------- .~.- ~- - -~~
1 -;;~:r::::~:i:a~:~;;;d~~~~~~~ ~~-;~:---- =~~ 18 )
- ---
8 -----
1 51 MHB80 at west sf'. .! 1.,,~
., NOTE: Una very dirty and viewing effectiveness
limited.
i
,
1
.,
,
i
1
1
1 "'.
JOB DESCRIPTION: PAGE 87
d_
Ri, ~ Ii
-. (
1
CLOSeOCIACUIT TElEVISI0t~ INSPECTION I
SE'NER ON Wlsconsln Clrcie (east shoulder) DATE 10/23/92 (F ')/J
j ,JC'J
FROM MH B8; (dead end) 'J1EVV1NG Dwnstrm to South
TO MH 88-3 SURFACE Sod/Bituminous
$8}/ERLENGTH 33-4 ~ PiPE: DiAMETER gw TYPE VCP SECTION LENGTH 4'
1'-4
X STOf~~A ~~tSC~ ViDEO TAPE # 92-5: 5514-5727
- -- - -Y.-- __ - ~-"' .,......
Service
FTG Connect~ons FIELD FINDtNGS Photo
[--~-'~~l- L ~fOP l-BT-- - M~ - - - .- - ---- - C>1 I"""rue f\IOiih I I
I I I ;J · r"'>'\11:J 1- i' · - I - I
I !
I I
I I 1".2" deposition to 115'
!I I
. I., . ....t -
'i I I -I ClepOSltlOn to 128' I
I \ ---~- -- ~----~- - -- I
....... "'- ......... w ~
~~ --------- . - ~.. ..
,.... . ---
'j 24 I Roots in (rninO~ ~ ulfset joint F~~--I ')
II - - ..-----. f\ - /
1 33. I I -- -- -- \----,...= ! --------
I I
170 I I I I 1 "_4" water deposition to 213' -
I I ,
195. I I Roots In joint (rnlnor), open radIal crael< I 19\
1 9- I I ~-, I · - t' ..... nOl ' ! - I
-~ i I HOotS II jOlrH\,-,u /OJ I 19 I
200 I y I Roots In service (heavy) II
II I
· I I
284 I I _ Ml, 882, first manhole north of 59th Avenue North i
I' 11
o I I I I !
· I I
I "i I. 1 ~ 4" weaN' t.~" '1 n'
t;.. I I I -, l "'I V U i
11 Y I I I I
; I I
I 47. I C'j""'ul~~ I
I ) ~j 1l-.z .' ~I
I 5() I I MH 883 at 59th Avenue North (north shoulder) I I
I I ! I
I I
. I I I I NOTE: m!sallgnment throughoLlt this setup. I
I I
I ·
I I I I I I
L~~~ .c_'>~>'."'''~8''~'~=-C~'''''''CCq...=.~..._..,....~,..'CC'._.' .-.~. .......m__~~- -, .~
I
~ JOBDESt:f~Hj1=lO~~ : ~'._. ,.. ~ ...:=..~~~~._ ....._=_.y'W """,_ .... Y..._~...'~Y.~~ '."_..0::.. _~....m .- PAGE 88, 1
"'"
3
I ~e J(J
I
') CLV::>t:~ ~IHC"'IT, TELEVISION INSPECTION ~
II SEWER ON Angeline Drive (\ \ >'\\") Sl!.(~/II'I\) DATE 10/18/91
! M FROM MH F75 VIEWING Dwnstrm to East
Ii TO MH F81 SURFACE Bituminous
:' . - SEWER LENGTH 1,213 ft. PIPE: DIAMETER 1 lYPE RCP SEcnON LENGTH 6'
Jjl SANITARY X STORM MISC. VIDE,) TAPE II C-1: 5692-End; C-2: 0000-1716
:sl _,,_...
-1 Servk:e ·
"--- , FTG Connections FIELD FINDINGS Photo
. I L TOP R ..
I 0 MH F75 at Winnetka Avenue (east curbllne)
I 24 Hoavy minerai deposits at joint
H 60 Joint dripping with mineral deposits; end V.T. #C-1,
_I. start V.T. #C-2 ~
;- 'T~ <. Sf~~~";. ~ c: ~
I 63 Mineral deposits at joint - ~
I 70 T Mineral deposits at service
L 138 Joint dripping with mineral deposits 0 , ();; 5
I 142 T Mineral deposits at service
&1 154 T 1- protruding tap vJ : ft., fIl D .
L 156 Circular crack
I 163 MH F76, first manhole east of Winnetka Avenue
.IL 0
I 26 Mineral deposits at joint
~ 44 Mineral deposits at joint, hairline longitudinal crack
I 51 T Heavy mineral deposits at service connection
~ 87 T
L 129 T 2"-4- water and deposition to 146'
· __ 146 Camera under water and deposition to MH F77
I ~ 184
. -- 0
I
~ 2 Mineral deposits at connection to manhole
, JOB DESCRIPTION: PAGE 24
I q
;
.. R _...." _.. _
v · .. 1 "" ."". ,.. , --........
I -~ "'--~( j (3
>-
CLOSED CIRCUIT TELEVISION INSPECTION ~.
. ,( SEVVER ON f.\^~t\~ f\<" CJ r- ; v <.... C I ;1"\" v\S $ u-f-,. '>'>1) DATE
j1
FROM MH VlEW1NG
. I
TO MH SURFACE
11 SEVVER LENGTH ft. PIPE: DIAMETER (J- TYPE RC{J SECTION LENGTH
n SANiTARY STORM MISC. VlDEO TAPE .,
Service
FTG Connections FIELD FtND1NGS Photo
t1 L !TOP R
~ ".-
164 T Mineral deposits at service connection
rJ 212 T Mineral deposits at service connection ~
236 T Mineral deposits at service connection
r1 289 T
~ 307 T ~~/
326 Mineral deposits at connection to manhole
~ 330 MH F79. second manhole east of Sumter Avenue
... /' --..... 0
~ I
2 Minerai deposits at connection to manhole
-
~ 31 T
I
"-
'\. ~7J
103 T , ... "
- - " f/ . I · . I .
'~~ t~{ j)-Q.~ r<A /'.::>~, '. . (... t t."
~ 159 T I '.'
'/ ~'., .
-. 207 Circular crack with mineral deposits and dripping )
.- 212 MH F81 at Quebec Avenue
Ii'
L :, /
'----- -
I
---..-"'
L
I
l
(
r
I .-
I JOB OESCR1PTlON: PAGE 26
I
ALLIED TEST DRILLING COMPANY
........ ... NUMBER-- 95017
PROJECT New Hope 1995 Street Improvemen~
New Hope, 1\Iinnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-l 20 40 60 80
o .., TEST
0 ~ >- 9 CONE PENETRA nON - TONSIFT - RESULTS
EIii Z =
~ r.t1 ~ CJ DESCRIPTION AND ClASSIFlCA nON PL Me LL AND
wff ..J 0 := OF MATE~..lS X 0 6 OTHER
QZ ~ ,., u ~
... ~ ~ REMARKS
(I) 0 ND VALUE - BLOWS PER FOOT
C'I.) 83
10 20 30 40
~ \2.751:1 Bituminous Pavement I
1 FA ^ ~
^ FILL: CLAYEY SAND, fme grained, mixed brown and
i ^
^ ~
~ ^ gray, moist, (FILUSC)
2 FA ^ Dl
^ r;<
^
^ -?'
^
^ XX
^
2.5 - ^ XX
^
^ ~
^^ :x
~
><-
0
0
0
5.0 x<
End of Test Boring at 5.0 Feet
59th Avenue: 130' West of Wisconsin Circle
7.S -
10.0-
12.5 -
15.0 -
17.5 - I I
I I
I
I
I I
t
20.0- .-.- --- -- .- ----------.----------------------..---.-------------- .-.----- ------- -------- -------1--.----------.---
WATER LEVEL CHECKS METHOD ~~D:1452-80
DATE TTh1E SAMPLED TO CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
3..14-95 12:50 None 3.8 None Auger
STARTED C01\.1PLETED
I 3/14/95 3/14/95
! ! DRILLER RIG
i DS CME-45
I I i ! DRAWN BY APPROVED M ~
! I I
! II I\iR
ALL~1J 'l'E~'l' JJKlLLIN(.i l.:OMPANY ,
;
P.tlOJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, l\finnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I 4b 60 sO
FA-2 20
~ 0 TEST
0 > 9 CONE PENETRATION _ TONSIFT 2 RESULTS I
~ffi z =
UJ f- ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
~ llJ ~
tJJLX.c ~ 0 OF MATERIALS )( 0 6 OTHER
Q~ ~ ~ ~ REMARKs
(I) Cf) 0 N1I VALUE - BLOWS PER FOOT
W
10 20 30 40
~ ,2.5" Bituminous Pavement
1 FA ^ Xx I
2 FA ro. ~ ~: CLAYEY SAND, mostly fine grained with a I
^
^ ace of GRA VEL, brown, moist, (FILUSC)
^ ~~
^
^ SANDY LEAN CLA Y with a trace of GRAVEL,
^ "/
^ ~ bro\Vll, moist, (CL)
^
^^ ~
^ ~
2.5- ^
~
~
~
~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
Wisconsin Circle: 160' North of 59th Avenue
7.5-
10.0 -
12.5 -
t
J
15.0 1 I
i
17.5 ~ I
j 0
2000J--- h_ -- h u-um-uuh--uhh__uU_hu_m_u__u___hmJJh_m_ mw_ _uhu_ uum hum_m_____.
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIME SAMPLED TO I CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
3-14-95 12:40 None 4.4 None Auger
._.. STARTED I COMPLETED
3/14/95 - 3/14/95
I DRILLER !RlG
I J CME-45
j I DS
I DRA WN BY I APPROVED M r:::-.
i ! I 1\'fR i
ALLllilJ 'l'E~fl~ UKlLLlNG COMPANY
PitOJECf New Hope 1995 Street Improvements NUMBER 95017
New Hope, 1\finnesota Sheet 1 or 1
SURFACE ELEV I LOG OF BORING I I I I
FA-3 20 40 60 80
~ 0 TEST
0 ~~ CONE PENETRA nON _ TONSIFT 2
~~ :z RESULTS
UJ i DESCRIPTION AND CLASSIFICATION PL Me LL AND
a:: 0: OFMATERlALS )< 0 6 OTHER
QZ ~ ~~
..... REMARKS
(I) 0 N. VALUE - BLOWS PER FOOT
en E3
10 20 30 40
1 FA ^ ~ \2.7S. Bituminous Pavement I
^ FILL: CIA YEY SAND, fme grained with a trace of
A
I ^
^ ~ GRA VEL, brown, moist, (FILUSC)
^
2 FA ^ ~ SANDY LEAN CLA Y with a trace of ORA VEL,
A
^ ^ brown, moist, (eL)
^ ^
2.5- " ^
A ^
^A ~
~
~
~
~
5.0 ~
End of Test Boring 81 5.0 Feet
Wisconsin Avenue: 2151 South of Bass Lake Road
7.5 -
10.0 -
12.5 -
15.0 -
17.5 - I
20.0- ____ u_ -- -- _ooU_Uhoo__u___oo_n___u_hoo_oouu____n_oooo_J U_hh_ ------- -0.0.0.- _nn__ Uh_____________
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TJ}.{E SAMPLED TO CASING CA VE- IN WATER 4" Solid-Stem, Continuous Flight
3-14-95 11: 12 None 4.2 None Auger
-
ST ARTED COMPLETED
I 3/14/95 3/14/95
DRILLER RIG
DS CME-45
I DRAWN BY APPROVED M rz- t
: l\iR
ALLIED 'l'E:S'l' JJK.lLLlNG COMPANY
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, l\finnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA4 20 40 60 80
0 TEST
~ ~ 0 CONE PENETRATION _ TONSIFT 2
~~ ; 9 RESULTS
1:.1,} t.J DESCRIPIlON AND CLASSIFICATION PL Me AND
~tf c: ~ > = LL
0 OF :MATERIALS )( 0 6 OTHER
Q~ ~ ~ .c..
~ ~ REMARKS
C:Il (I) 0 ND VALUE - BLOWS PER FOOT
E3
j 10 20 30 40
I III 5 "OR Bituminous Pavement
1 FA " ~ FILL: mixed LEAN CLA. Y TOPSOIL and fme grained,
i ^
^
^
.... brovm, CLA YEY SAND, moist, (FILUSC/CL)
2 FA ^ ~
^ LEAN CLA Y, brown, moist, (CL)
^
^ ~
^
^
^ ~
2.5- "
^
^ ~
^
^
~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
56th Avenue: 70' West of Wisconsin Avenue I
7,,5-
10.0-
12.5 -
15.0 -
17.5 -
20.0- ---- --- -- -- ------------------------------------------------------ -------- ------- -------- ------- ----------------.
WATER LEVEL CHECKS METHOD ASrM D:1452...80
DATE TIME SAMPLED TO CASING CAVE-IN WATER 411 Solid-Stem, Continuous Flight
3-14a95 11:25 None 4.4 None Auger
I STARTED COMPLETED
3/14/95 3/14/95
[ DRILLER RIG
I DS CME-45
DRA WN BY APPROVED M lZ-
I 1\1R
4. ............IJ..J.a.JII.J..., .a..&:J u.a. JjJ ... '-..LI...I.L.I.AJ. ... U" '-'" '-' J. ....1..1:. ru ~ .I.
PROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I 60 I
FA-S 20 40 80
~ 0 TEST
ci 0 CONE PENETRATION.. TONS/FT 2
~!ii z ~ 9 RESULTS
tUJ ~ UJ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
UJIJ." .J 0 63 OF MATERIAlS )( 0 6 OTHER
Q~ ~ ~ ~ ~
~ RE:MARKS
(I.) ~ 0 N. VALUE.. BLOWS PER FOOT
0
10 20 30 40
~ \2.75" Bituminous Pavement I
1 FA " ~
^ ~: mixed LEAN CLAY TOPSOn.. and fme grained. I
2 FA A.... ~
^ roWtt, CLAYEY SAND, moist, (FILlJSClCL)
A ~
,,^ SANDY LEAN CLAY with a trace of ORA VEL,
"
" ~ brown, moist, (CL)
1 "
^
"
2.5- A ~
^
~
~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
V~/isconsin Avenue: 150' South of 50th Avenue
7.5 -
10.0-
I
12.5 -
15.0-
17.5 - I I
20.0- __u _ut u muu____u_____m__________________________h____J uu____ _h_h_ u______ HU_u ____________uu_
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIM:E SAMPLED TO CASING CA VE- IN WATER 4u Solid-Stem, Continuous Flight
3-14-95 12:09 None 401 None Auger
STARTED I COMPLETED
3/14/95 3/14/95
DRILLER iRIG
I DS I ~~ffi-45
I
I DRAWN BY f APPROVED M fZ--
I MR
1 I
.c:w....a..J.JLJ JI..L:J JLI .I. Jt:.J....,...a. JLI.JL'-LI..,J..IJ..u.., u \..,... V 1.l'.1.C i't..J.." .I.
PROJECT New Hope 1995 Street Improvements NUMBER 95017 I
New Hope, Minnesota Sheet 1 of 1 i
SURFACE ELEV I LOG OF BORING zO 4b 60 sO .!
· FA=' 0 2 TEST
.... ~ ~ ~ S CONE PENETRATION - TONSIFT RESULTS
Ii: ~ ~ lJl ~ ~ DESCRIPTION AND CLASSIFICATION PL MC LL AND
~ z ~ s: 8:: OF MA TERlAI..S X 0 I:::. OTHER
- ~ ~ li2 ~ w VALUE - BLOWS PER FOOT REMARKs
~ ~ ~
10 20 30 40
1'1 3;' Bituminous Pavement
'I ,t- V
; ~FAn ^^~ \F.IL. L:CLAYEYSAND,fmegrained,brown,moist, I
- - A ^ ~ \(FILUSC)
: II ~ SANDY LEAN eLA Y with a trace of ORA VEL,
^: ~ brown~ moist, (CL)
^ ~
2 ' ^
.~ ~
~
~
~
~
~
~
5.0 End of Test Boring at 5.0 Feet
Wisconsin AveuL>e: 180' North of 49th Avenue I
7.5-
10.0- I
I
12.5 -
15.0-
I I
I
17.5 -
I .
20.0- u__L_ __ --L-------u---u-------_________uuuuu_u________tu_____ _______ ________ _______ ________________. I
WATER LEVEL CHECKS METHOD ASTM D: 1452-80
DATE TIME SAMPLED TO CASING CAVE-IN WATER 4" SoliG-Stem, Continuous Flight
Auger
3-14-95 12:00 None 4.1 None
I STARTED ] COMPLETED
3/14/95 3/14/95
DRlLLER i RJG
I DS I CME-45
i I I DRAWN BY ! APPROVED \-li?--
I I I J\.fR i
iU.JL~.u .I.1!1~J. J..I.lU.LLli~b \;UMI".A.f\J:r
-).
t PROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, 1\finnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I sO
FAa' 20 40 60
~ 0 TEST
~ 0 CONE PENETRATION.. TONSfFI' 2
>- 9 REsULTS
Em =
UJ UJ ~ u DESCRIPTION AND ClASSIFICATION PL Me LL AND
L1J ~ ~ 0 ~ OF MA TERIAl.S X 0 6 OTHER
QZ ~ ~
..... ~ ~ REMARKS
(IJ (f.) C NR VALUE .. BLOWS PER FOOT
83
10 20 30 40
II 3" Bituminous Pavement
1 FA A ~ FILL: eLA YEY SAND, rme grained with a trace of
^
A
AI'. ORA VEL, brown, moist, (FILIJSC)
2 FA ^^ ~ LEAN CLAY, brovm) moist, (CL)
^
^ ~
^^
^ ~
2.5 - A
^
1\ ~
^
^ ~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
Virginia Avenue: 701 North of 49th Avenue
7.5 -
10.0 -
12.5 -
15.0 -
17.5 -
20.0- uu --- -- -- _u_u_________u_u_________..___u_______..__u_u_J ________ u_____ uu__u u_____ ______u u______
WATER LEVEL CHECKS METHOD ASfM D:1452..80
DATE TIME SAMPLED TO CASING I CA VE-IN WATER 4" Solid-Stem, Continuous Flight
3-14-95 U:26 None 4.1 None Auger
ST ~TtTED COMPLETED
3/14/95 3/14/95
I I DRILLER RiG
-.. DS CME-45
T DRAWN BY APPROVED M lZ:-
! I MR
.&LL.Lr..,U 1~~1 UlU.LLlNli L:UMPANY
FROIECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, :Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-8 20 40 60 80
~ 0 TEST
0 >8 CONE PEtffiTRATION _ TONSJFr 2
~m Z =:.J RESULTS
(J.) ~ ~~ DESCRIPTION AND ClASSIFICATION PL Me LL AND
~ OS: OF MATERlA.LS )( 0 6 OTHER
o~ ~ ~ ~~ REMARKs
{/J 0 N-VALUE-BLOWSPERFOOT
83
10 20 30 40
~. \2.75 A Bituminous Pavement
1 FA ^ 0< I I
A^ >x FILL: CLA YEY SAND, fme grained with a trace of
^^ :x ORA VEL, brown, moist, (FILLISC)
2 FA ^ ~/
^ ~ SANDY LEAN CLA Y with a trace of GRA VEL,
^
^ brown, moist, (CL)
^ ~
^
^
2.5- ^ ~
^
^
^ ~
^
~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
Virginia Avenue: 240' South of 50th Avenue
7.5 -
10.0 -
12.5-
I
15.0-
j I
I
17.5 - I
I
I
20 .0 - - - - - ~ - - - - - - ... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - ~~~----- ~-----~ -.------ ~~----- .......................--- - - --........--...
WATER LEVEL CHECKS METHOD ASTlVl D: 1452-80
DATE lTh1E SAMPLED TO CASING CA VE-IN WATER 4" Solid-Stem, Continuous Flight
3014-95 12: 19 None 308 None Auger
I STARTED I COIvlPLETED
- . 3/14/95 I 3/14/95
I I DRlLLER ! RlG -
! I DS ! C1\1E-45
I
DRA WN BY I APPROVED Ml2'-
I 1 i j j
! MR
rALJ.I..J.I....I.:J JU JI..J..:.i LJ' JL .IJ .r\..LI..J.I....i.l.l ., U \...... V 1" J.C i\J..., .I.
_. ~ .~..
PRO.n::r. ! New Hope 1995 Street Improvements NUMBER 95017
New Hope, :Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I 6b I
FA-' 20 40 80
0 TEST
g ~ 0 CONE PENETRATION _ TONSIFT 2
i :3 RESULTS
=m
~ UJ u DESCRIPTION AND CU\SSIFICATION PL Me LL AND
== ~ 8 :c OF MATERIALS )( 0 ~ OTHER
QZ ~ ~
"..... ~ ~ REMARKS
(;') fI) 0 N- VALUE - BLOWS PER FOOT
S3
10 20 30 40
~ ,2.0P Bituminous Pavement
1 FA " /
^
^ FILL: CLA YEY SAND, fme grained, brown, moist,
^^
^ ^ (FILllSC)
2 FA ^ ~ SA.NDY LEJ\N CLAY with a trace of GRA VEL,
^
^ ~ mottled brown and gray, moist) (CL)
^
^ ~
^
2.5- ^ ~
^
^ ~
^
^ ~
A ~
@
~
5.0 ~
End of Test Boring at 5.0 Feet
Aquila Avenue: 210' South of 49th Avenue
7.5 -
10.0 -
12.5 - I
15.0 -
17.5 - 1
20.0- ~~-- -~~ ~~ ~~ ~~----~-~~~~~~~~~~-~-------~-------------~~~~~~~~~~~- -------- ------- -------- ---.......-- ---...........----......----..
WATER LEVEL CHECKS METHOD ASTf\i D:1452..80
DATE TllviE SAMPLED TO CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
3col4-95 11:49 None 3.2 None Auger
ST ARTED I COMPLETED
I 3/14/95 3/14/95
DRILLER I RIG
DS I C1\~45
! I I DRAWN BY I APPROVED t1 f2-
I\fR
ALLalJ '1'~~.1 lJ.KILLmb LUMPANY
~R.OJECT
New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING 2b 40 60 sO
FA-tO 0 TEST
, ~ ~ ~ S CONE PENETRATION - TONS/FT 2 RESULTS
I ~ ~ ~ ~ ~ ~ DESCRIPTION AND CLASSIFICATION PL MC LL AND
i ~ z ~ == 8 it OF MATERIALS )< 0 ~ OTHER
- ~ ~ ~ ~ N" VALUE - BLOWS PER FOOT REMARKS
~ ~ Q
10 20 30 40
I
i I g" 3.5 Q Bituminous Pavement
IiI FA:^ ~FILL: CIA YEY SAND, fIDe to medium gy:ained with a
i ^: Xx trace of GRA. VEL, brown, moist) (FILUSC)
~ 2 FA A ;<
^ A ..;<
A/" .;<
2.5 - ..< xX
1 ^ x<
} -l A V
" 1 ,\ . ~/'''j
fl !---i '" )<J
3 '"]:; ^ l ^ 'II ~-I-:r '1 v ,'"; '- l\.TD fi " . . ("it nIl
"i to .~ . ^ ^ -: l' 2L!- A ~'p"-j'l ~) me grained; brO\l/11, motst, ~}l.(1)
4 FA r:: ~ SANDY L~~ CLA '{ v/ith a trace of ORA. VEL,
^ ^ ~ brown, mOIst, (CL)
5.0 End of Test Boring at 5.0 Feet
i
I 48th Avenue: 135' east of Boone Avenue
7.5 -
10.0- I ! I I
I I I
12.5 -
1
I
15.0 - I
I
I
17.51 I I i [. I I
2O.oJ--- --- -- -- ____uuuuuoumu___u__________u_______u_____L_______ mm_ ________ __m__ ____uJu______
WATER LEVEL CHECKS METHOD ASTM D:1452...80
DATE TWE SAMPLED TO CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
... Auger
3-14-95 11;39 None 3.9 None
1 I STARTED COMPLETED
I 3/14/95 3/14/95
, DRlLLER j RIG
I I liDS I CME-45
I I I I , I DR.A. \VN BY. APPROVED M fZ....
I 1.-=, I ! II 1\1R I
.tt..LI.LI.LIJ.l.I .I..r..,~.1. V.l'U..LLli., \.7 \.., U IV.lr ~ I
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, MInnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-il 20 40 60 80
0 TEST
0 ~ >- S CONE PENETRA nON _ TONSIFT 2 RESULTS
~m z ~
~ LLl u DESCRIPTION AND CLASSIFICATION PL Me LL AND
~fJ.c ~ 8 ~ OF MA TERIAl..S )< 0 6- OTHER
Q~ ~ ~ gz REMARKS
rI1 !'if.) 0 ND VALUE - BLOWS PER FOOT
t:3
10 20 30 40
iE5e \2.75R Bituminous Pavement
1 FA ^ I
^ FILL: CLA. YEY SAND, fme grained with a trace of
^
2 FA ^ ~ ORA VEL, dark: brown, moist, (FILUSC)
^
^
^
^
^
^
^ x.x
2.5- ^
^ ~
^^ ><x
><x
x
3 FA ^ ~ SP.NDY LEAN" CL4. Y, light bro\ltn, moist, (CL)
^
^ ~
^
^
^ ~
I'.
^
5.0 ^
End of Test Boring at 5.0 Feet
61 &t Avenue: 100' east of Winnetka Avenue
7.5 -
10.0 -
12.5 -
15.0 -
17.5 -
20.0- ---- --- -- -- ------------------------------------------------------ -------- ------- -------- ------- -----------------
WATER LEVEL CHECKS METHOD ASTl\1 D:1452D80
DATE TIM"E SAMPLED TO CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
3-14-95 13:00 None 3.8 None Auger
STARTED COMPLETED
3/14/95 3/14/95
1 II DRILLER RIG
i DS CJ\1Es45
I DRAWN BY APPROVED M-IZ.-
! MR
iU.JL~V l.r...~.l J.J.lU.LLJl~\j LUNlYAN X
PROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, Minnesota Sheet 1 or 1
SURFACE ELEV I LOG OF BORING I I I I
FA-12 20 40 60 80
~ 0 TEST
ci >0 CONE PENETRA nON _ TONS/FT 2
~~ z =9 RESULTS
~ ~ ~~ DESCRIPTION AND CLASSIFICATION PL Me LL AND
QZ ~ ~ ~~ OF MATERIALS X 0 6 OTHER
~ ~ R.E"}JARKS
c;f.) CJ N.VALUE~BLOWSPERFOOT
(I) 83
10 20 30 40
5~ .,3.5- Bituminous Pavement
1 1:6. " [)
" I~: 3" ClAYEY SAND, fme grained. dark brown.
2 FA ^^ I
II. oistt (Fll..USC)
II.
II. SAND, fine grained, light brown, moist, (SP-SM)
II.
11.11. . .
II. II. - _
II. .
2.5 - II. _
. .
. .
5.0 End of Test Boring at 5.0 Feet
61st Avenue: SO' west of Rhode Island Avenue
7.5 -
10.0 -
12.5 -
15.0-
17.5 -
20.0- -~-- --~ -- -- ---~~----~----------------------~--------------------- --~----- ------- -----~-- -~----~ ---~-~-----~~----
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TllvfE SAMPLED TO CASING CA VE-IN WATER 4u Solid-Stem, Continuous Flight
3-14-95 13:49 None 3.7 None Auger
STARTED COMPLETED
I 3/14/95 3/14/95
I DRILLER RlG
j 1 DS C.l\IE-45
I DRAWN BY I APPROVED M e....
I 1 I I\IR
1
ftLLll!tJ.l _ J ..I!t~ 1 J..I.lU..LLli~ b l;U lVll" Al't X
~ROJECT New Hope 1995Street Improvements NUMBER 95017
New Hope, l\1innesota Sheet 1 or 1
SURFACE ELEV I LOG OF BORING 2b I I I
F A-13 40 60 80
~ 0 TEST
0 0 CONE PENETRATION.. TONSIFr 2
~ltl z ~ 9 R.EsUL TS
~ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
L1J~ ~ ~ OF MA TERIAl.S )< 0 ~ OTHER
QZ ~ a..
.. ~ REMARKS
(I) CIl 0 NW VALUE- BLOWS PER FOOT
W
10 20 30 40
1 FA ^.... ~\2.S. Bituminous Pavement .. I
^
2 FA " /~: CLA YEY SAND, fine gramed, mIXed black and I
^ ~ rown, moist, (FILUSC)
^
2.J A ~ CLAYEY SAND, fme grained, brown, moist, (SC)
^
...
"
... ~
^^ ~
^"
~ I /)
. /-1
I ~Y1
/1
yj
~
5.0 %
~'1d of Test Boring at 5.0 Feet
Sumpter Avenue: 1501 &outh of 62nd ~~vei1ue
7.5 -
10.0 -
12.5-
15.0 -
..
17.5 -
20.0- ---- --- -- --.;.----------------------------------------------------- ________ _______ ________ ___"10........_ ..._______________..
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TTh1E I SAMPLED TO CASING CA VE-IN WATER 4" SolidaStem, Continuous Flight
3-14-95 13:57 None 401 None Auger
STARTED COt\1PLETED
3/14/95 I 3/14i95
DRILLER RlG
DS C1VfE-45
i : DRAWN BY APPROVED M ~
i 1 ! I MR I
.l"'1.JI...J JLI JI..JI..:.i''''''' Jl JL:.IU JL ....., .s.. "ta...L.JL..J......,..ILL .. '-'I' '-' '-' .1 Y.A.Jl .LJIU.'" ...
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACEELEV I LOG OF BORING I 40 I I
FA-14 20 60 80
0 TEST
g ~ >- 9 CONE PENETR.A.TION .. TONSIFT 2 RESULTS
tm =::
:=J ~ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL . AND
lJJ1.I.t ~ 0 ~ OF MA TERlALS )( 0 6 OTHER
QZ ~ g... u
~ ~ ~ R.EMJ\RKS
(f.) (/) 0 N"VALUE-BLOWSPERFOOT
I 83
! 10 20 30 40
I ~ \3.011 Bituminous Pavement
1 I ~A, r0-
t 2 ~A' : ><XI~L: CLA YEY SAND, rlIle grained with a trace of I
I ~ · ^ ^ ><x RA VEL, dark brown, moist, (FILUSC)
t
i :: ~ POSSIBLE FILL: SANDt rme grained, bro9lJ1, moist,
^ ..;x (SP-SM)
2.5 _ 3 I FA :::/ CLAYEY SAND, flIlC graU:ed with a trace of
I I f^ ^ ,/), GRAVEL, dark brown, moISt, (SC)
/- V j
, . f '^1
i i l"AJ,:-/.
l 1 ~^^+,/'J
I I I n~ "' I
I I jj
i _ /1
50 I L,,--
I · I I End of Test Boring lit 5.0 Feet
I I ! I
I SUulpter Place: 150' ""itlest of Sumpter .A..venue
7.5 - I
I
! I
10.0 -
12.5 -
I I I
15.0 - I I
~ I I
j
1 I
17.51
I I
20.0 - -- -- --' J.. __ . __ __.. -- -- . - --. -- -- -- -- --' -- -- --... .. -- - --... .. --. -- J --.... -- --. -- -- --' -- - -- . -- -- -- . -- -- __.1. - -- -- --- I
WATER LE"~L CHECKS ' METHOD ASTM D:1452-80 I
DATE IDAE SAMPLED TO I CASING I CAV&IN WATER 4ft Solid-Stem, Continuous Flight I
3:s14095 13:19 I None I 4.1 None Auger
I
I I 1 STARTED I COMPLETED
I 3/14/95 I 3/14/95
I i I
I I DRILLER iRlG
1 ! I i I DS I C1\ffi-45
I Ii DRAWN BY I APPROVED t"1 ~
I ; I
i I i fvIR
J;.>>.A.J .JI...tI.a..&:..I.-..." JL..&...:.IU.a. ...., .... '-A.&..JJlj..L.1. .. "->>".. '"" V J. V..La .t'U., .I.
rROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, l\finnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA~15 20 40 60 80
~ 0 TEST
~!iS g ~ 3 CONE PENETRA nON.. TONS/FT 2 REsULTS
i ~ t.J DESCRIPTION AND CLASSIFICATION PL Me LL AND
LIJtf ~ 53 OF MATERIALS )( 0 6- OTHER
Q~ ~ ~ REMARKS
'" N. VALUE .. BLOWS PER FOOT
fI) 83
10 20 30 40
III 3.5 tf Bituminous Pavement
1 FA ^ FILL: CLAYEY SAND, fme grained, mixed dark
^ ^
^ ,brown and black, mom, (FILUSC)
2 FA ^ ~
^ SANDY LEAN ClAY, dark bro\W, moist, (Cl)
^ ~
A^ '%
^ ^
2.5- ^ ^
^ ^
^
~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
Sumpter Avenue: 80' south of Sumpter Place
7.5 -
10.0-
12.5 -
15.0-
17.5 - I I
20.0- w___ _w_ w_ ww wwwww__w____________w__w_w_ww__w_____________________ -------- -----..- _...____..._ _______ ____.....~I/<F --.........-....--..
WATER LEVEL CHECKS METHOD ~~D:1452-80
DATE TWE SAMPLED TO CASING CA \'E- IN WATER 4u Solid-Stem, Continuous Flight
3..14-95 13:29 None 4.1 ! None Auger
STARTED COMPLETED
3/14/95 3/14/95
DRILLER , RIG
I ! DS CME-45
! DRAWN BY I APPROVED M rz
I I
~ : !I MR I
~.&.J~"'" .....&;JU... .ILI'.IL "'-LLIJJ...J.L.I. .. '-7 '-"" '-' J. Y.l....C' l'1J. ~ .I.
fROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACEELEV I LOG OF BORING I I 60 I
FA-I 6 20 40 80
~ 0 TEST
0 ~ 9 CONE PENETRATION _ TONSIFT 2 RESULTS
flij Z
~ ~ I DESC;:RIPTlON AND ClASSIFlCATION PL Me LL AND
UJtf OF MA TERlALS )< 0 ~ OTIlER
Q~ ~ ~ ~ REMARKS
c;f,) CIJ 0 N. VALUE .. BLOWS PER FOOT
f:3
10 20 30 40
III!IiI!iIl . ,2.75. Bituminous Pavement
1 FA " K:X I
^
^ ,FlU.: CLA YEY SAND, rme grained with a trace of
2 FA 1'\ "'"="
^ I
A . ORA VEL, dark brown, moist, (FILUSC)
A
^ : . SILTY SAND, flOC grained, reddish brown, moist,
^
^
A (8M)
^
A A .
2.5- ^ ^
..
5.0 End of Test Boring at 5.0 Feet
60th Avenue: 130' east of Sumpter Avenue
7.5-
10.0 -
12.5 -
15.0-
17.5 -
20.0- u__ _u u u -u__uu_uuu__u_____u____uu__u____uu_uu_j ___uu_ uuu_ uuuu ___u__ _uuhhu_u__.
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIME SMiPLED TO CASING CA V&IN WATER 4t1 Solid-Stem, Continuous Flight
3-14-95 13:40 None 3.8 None Auger
STARTED COMPLETED
3/14/95 3/l4/95
! DRILLER RIG
! DS CME-45
DRA WN BY APPROVED .~
I , MR
I
l,:a..&...I.LJ..a...IlJAJT .& JJ:JU'" .IlJ .&.'-LJL.J.LJ.L1 ... ~ '-' V 11'.a..r .tU., .I.
FROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING 20 40 60 sO
. FA-17 0 2 TEST
~ ~ >- 3 CONE PENETRATION - TONS 1FT RESULTS
~ m ~ ~ ~ S:! DESCRIPTION AND CLASSIFICATION PI. MC LL AND
~ ~ ~ 5: 8; OF MATERIALS )< 0 ~ OTHER
~ ~ ~ fi! N" VALUE - BLOWS PER FOOT REMARKS
~ ~ ~
10 20 30 40
~ 3.75" Bituminous Pa.vcment
1 FA ^ ~)( ·
2 FA "0 \~L: CLA.YEY SAND. flOe gramed, dark brown and
: ^ ~ \black, moist, (FILUSC) I
3 FA ^^ ~ \SANDY LEJ\N CLAY, gray. moist, (SM) I
^^ ~ LEAN CLAY, light brown, moist, (CL)
^
2.5- ^:
^
^
^
^ '/
4 FA ^:.:. SILTY SAND, rme grained, light brown, (SM)
A .
^ .
^ -
^ .
^ .
5 0 ^ ^ -: -
. End of Test Boring at 5.0 Feet
Sumpter Avenue: 75' north of Sumpter Place
7.5-
10.0 -
12.5 -
15.0 -
17.5 -
20.0- ---- --- -- -- ----------------------------------------------------- -------- ------- -------- ------- -----------------
WATER LEVEL CHECKS METHOD ASTM D:1452..80
DATE TME SAMPLED TO CASING CAVE-IN WATER 4" Solid..Stem, Continuous Flight
Auger
3-14-95 13:07 None 3.5 None
STARTED COMPLETED
3/14/95 3/14/95
DRlLLER RIG
DS CME-45
DRA WN ~ APPROVED 1'1 f?-
.&. ..............................., .&......,....,... ...,. ....................llI....I.&...L , ~"""''-' J. ...a..a. .C"1U..... .&.
P^OJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-18 20 40 60 80
0 TEST
~~ ~ ~ ~ 9 CONE PENETRATION.. TONS/FT 2 RESULTS
~ tJ DESCRIPTION AND CLASSIFICATION PL Me LL AND
UJ s:
Q~ ~ ~ ~ Q. OF MA TERIAI..S X 0 6 OTHER
~ ~ NIf VALUE .. BLOWS PER FOOT REMARKs
U3 (I.) 0
0
10 20 30 40
III 3.0" Bituminous Pavement
1 FA ^ ~
^:;. FIIL: eLA YEY SAND, fme grained with a trace of
2 FA ^ ~ GRA VEL, mixeddarlc brown and brown, moist,
^ ~
^
^ ~ (FILLJSC)
^
A rv
3 FA ^ ~ SANDY LEAN CLA Y with a trace of GRA VEL,
^
^ ~ mottled brown and gray, moist, (eL)
^
2.5- ^ ~
^
^
^ ~
^
^
^ ~
.^
~
~
5.0 ~
End afTest Boring at 5.0 Feet
53rd Avenue: 150' west of Sumpter Avenue
7.5-
10.0-
12.5 -
15.0 -
17.5 -
20.0 - -- --" --. - - - - -- - - -- -- -- - -- -- -- - . - - - . -- -- - -- -- - -- - -- -- - - - - -- -- . -- -- j - - - -- -- - - - -- . -- -- - - - -- - -- -- - -- -- -- - . -- - - - -- - -- .
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIM:E SAMPLED TO CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
3-15-95 10:07 None 3.9 None Auger
STARTED COMPLETED
3/15/95 3/15/95
DRILLER RIG
DS CME-45
DRAWN BY APPROVED M ~
MR
.I. a..I1I...J,&J"""""'.&.I ....aJ.....,.& .AJ ... ~.a...I.a.J. .. '-I "'" "'" J. ....I..I .l"1.1..... ...
P-AOJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-19 20 40 60 80
~ 0 TEST
0 ~ 9 CONE PENETRATION _ TONSIFT 2 RESULTS
5m z
~ ~ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
0 $ OF MATERIALS X 0 6 OTHER
cas ~ u ~
~ ~ R.EMAR.K.s
'" (fJ 0 N. VALUE ... BLOWS PER FOOT
t3
10 20 30 40
Iii 3.25. Bituminous Pavement
1 FA ^ ~ FILL: CLAYEY SAND. rme grained with a trace of
^
2 FA ,., ~ \GRA VEL. dark brown. moist, (FIUJSC) I
^
^ ~ SANDY LEAN CLA Y with a trace of ORA VEL,
A
^
^ ~ mottled brown and gray, moist, (CL)
^
^
^ ~
2.5- ^
^
^
~
~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
Sumpter Avenue: 2301 north of 55th Avenue
7.5 -
10.0 -
12.5 -
15.0-
17.5 -
20.0- ---- --- -- -- _____________________________________________________J -------- ------- --------. -------.----------------.
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIME SAMPLED TO CASING CA VB-IN WATER 4" Solid-Stem, Continuous Flight
3-15-95 12:16 None 3.9 None Auger
STARTED I COMPLETED
3/15/95 3/15/95
1 DRILLER I RIG
DS ! CME-45
DRAWN BY I APPROVED M ~
I MR I
ALLIED 'J'E~'l'lJKlLL1NG (;OMPANY
I'ROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 or 1
SURFACE ELEV I LOG OF BORING :zO 40 00 sO
FA~O 0 ~T
g ~ >- 9 CONE PENETRATION - TONSIFT 2 REsULTS
IE ~ ~ ~ ~ ~ DESCRIPTION AND CLASSIFICATION PL MC LL AND
~ Z ~ e; 8:X: OF MA TERIAI..S X 0 f:::. OTHER
- ~ ~ ~ ~ N" VALUE. SLOWS PER FOOT REMARKS
~ ~ ~
10 20 30 40
1 FA ^ E\2.5" Bituminous Pavement I
^: SILTY SAND, fme grained, brown, moist, (SM)
^ A "."
^ .
^ ". .
^ "
^. .
^ . .
^ "
2.5-
5.0 End of Test Boring at 5.0 Feet
Oregon Avenue: 360' north of 53rd Avenue
7.5-
10.0-
12.5 -
15.0-
17.5 -
20.0- ---- ~-~ ~~ -- -------~-----~-~~--------~---------~----------------- -------- ------- -------- ------- ----------------.
WATER LEVEL CHECKS METHOD ASTM D:14S2-80
DATE TIM:E SAMPLED TO CASING CAVE-IN WATER 4" Solid-Stem, Continuous Flight
Auger
3-15-95 10:31 None 3/1 None
STARTED COMPLETED
3/15/95 3/15/95
DRILLER RIG
DS CME-45
DRA \VN BY APPROVED ~,-,.
j MR I ,c.._
C1.LI.&.J.&..&.:.I...., .a..&.:.I....,..a. .L# ~'-I....LI.I..J..I.J. "4 U \.., V l. t'.l.C .tU.,. I
JiROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, ?tfinnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING 2b 40 ro sO
FA-21 0 TEST
~ ~ >- 9 CONE PENETRA nON _ TONSIFT 2 '1msULTS
~m ~ ~ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
QZ ~ 8 ~ OF MA TER.IALS X 0 6 OTIlER
.... ~ ~ REMARKS
CI.2 fIJ 0 N. VALUE - BLOWS PER FOOT
8.3
10 20 30 40
iiBii'8 . \ 1. 75. Bituminous Pavement
1 FA A 0< I
^ ~: CLA YEY SAND, fme grained, dark brown,
2 FA ,.. I
^ oist, (FILUSC)
^
,..^ SAND, fme grained, brown, (SP)
^
^ .
^^
^
2.5- ^ '.
^ '.
5.0 End of Test Boring at 5.0 Feet
Oregon Avenue: 2501 south of 53rd Avenue
7.S-
10.0 -
12.5 -
15.0-
17.5 -
20.0- ---- --- -- -- ----------------------------------------------------- ~.~w____ _______ ~_______ ____~__ ______.______~~~*
WATER LEVEL CHECKS METHOD ASTI\I D:1452-80
DATE TIME SAMPLED TO CASING CAVE-IN WATER 4t1 Solid-Stem, Continuous Flight
3a 15-95 11:17 None 3.8 None Auger
STARTED I COMI>L[TED
3/15/95 3/15/95
DRILLER J RIG
DS I CME-45
DRAWN BY ! APPROVED M~
I 1\fR
I I
.c-AJ/LJLJ.a...&..:JAI JI. 1CJ..:J Jl JIJ .I.'-LLI.I.J.L.L "'4 U" '-' V .1. Y.Jl...C t'U.,. .I.
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I 60 sb
FA-22 20 40
0 TEST
0 ~ >- ~ CONE PENETRATION _ TONSIFT 2 RESULTS
~(ij Z ~
~ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
rJ.l~ ~ ~ OFMATERlALS X 0 6 OTHER
QZ ~
....... ~ REMARKS
{I} 0 N. VALUE - BLOWS PER FOOT
E3
10 20 30 40
Ii!'!li \ 1 .75 a Bituminous Pavement
1 FA A 1"\ rx I
A ~ FILL: CLA YEY SAND, fine grained with a trace of
^
^ t'/
^ ORA VELt dark brown, moistt (FILUSC)
2 FA j\
^ % SANDY LEAN CLA Y with a trace of GRA VELt
^
^
^ ~ broWDt (CL)
^
^ ~
^
2.5- ^ ~
^
A^ ~
^ "/
~ ~
~
~
5.0 ~
End of Test Boring at 5.0 Feet
Pennsylvania Avenue: 160' south of 531"d Avenue
7.5-
10.0 -
12.5 -
15.0-
17.5- !
!
20 ..0 - - - - - - - - - - . - . - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j - - - - . - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIM:E SAMPLED TO CASING CA VE- IN WATER 4ft Solid-Stem, Continuous Flight
3-15-95 11:10 None 401 None Auger
STARTED COMPLETED
I I 3/15/95 3/15/95
DRILLER RIG
I DS Cl\fE..45
DR.~ WN BY APPROv1;D M~
I
I ; ! !, I\1R
~JLI..a....&.:.I.lIJ ... JlLJU'" AJ .a. ~.L.IJILL ., U" '-' V' J. ".1..1:' ..t'1J.... .a.
YROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, :Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-23 20 40 60 80
~ 0 TEST
0 ~ 3 CONE PENETRA nON - TONSIFT 2 RESULTS
E~ Z
~ i u DESCRIPTION AND CLASSIFICATION PL Me LL AND
LIJ ~ ~ OF MATERIALS )( 0 6 OTHER
QZ ~
*"'"'C REMAR.K.S
'" U) 0 N. VALUE .. BLOWS PER FOOT
E3
10 20 30 40
~ \2.25~ Bituminous Pavement
1 FA AI< )( I
\FIlL: CLA YEY SAND, fine grained with a trace of
2 FA ^ I
A
A GRAVEL, dark brown, moist, (FILUSC)
^
^
^ SILTY SAND, frne grained, reddish brown, moist,
^
^
^ (SM)
^
^. .
^ -
2.5- ^ .
5.0 End of Test Boring at 5.0 Feet
Pennsylvania Avenue: 200' south of St. Raphel Drive
7.5 -
10.0 -
12.5 -
15.0 -
17.5 -
20.0- ---- -~- -~ -- -~~~~~~~----~-~-~~~~~-~~-~---~-------~~~~~~~~--~----- ________ _______ ________ -______1______-- .....-----.....-...
w.~ TER LEVEL CHECKS METHOD ASTM: D:1452..80
DATE TIME SAMPLED TO CASING CA VE- IN WATER 4ft Solid-Stem, Continuous Flight
3.15-95 11:26 None 4.3 None Auger
STARTED COMPLETED
3/15/95 3/15/95
01 DRILLER RIG
DS C1\1E-45
I DRAWN BY APPROVED M ~
! MR
- - - -.-. - ... --...., -. ..., ...................&...J.AJ., """-.8 """" """ J. y....... ..cJLL... ...
rROJEcr New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I 60 I
FA-24 20 40 80
0 TEST
~~ ~ ~ ~ 9 CONE PE.NETRA nON _ TONSIFT 2 RESULTS
~ i ~ u DESCRIPTION AND ClASSIFICATION PL Me LL AND
~ 0 ~ OF MA TERlALS )< 0 6 OTHER
Q~ ~ R.EMARK.S
N. VALUE - BLOWS PER FOOT
'" 0 t3
10 20 30 40
... \2.25" Bituminous Pavement
1 FA " rx I
^
^ Dt FILL: CLA YEY SAND, fme grained with a trace of
^
^ )<
^ ORA VEL, dark: brown, moist, (Fll..USC)
^ -)<
^
^ ~
^
^ >1-
^
^ v
2.5- 'X'
-;:
-?
~
~
><x
Xx
~
5.0 x
End of Test Boring at 5.0 Feet
St. Raphel Drive: 140' east of Pennsylvania Avenue
7.5 -
10.0 -
12.5 -
15.0 -
17.S -
20.0- __u ___1_ -- _h__hh___h__h_hh______________h_______hhU_J -_______ _hUU _h_____ Uh___ ____h_hu_____"
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE lThfE SAMPLED TO CASING CA VB-IN WATER 4" Solid-Stem, Continuous Flight
3-15-95 10:44 None 4.2 None Auger
STARTED COMPLETED
3/15/95 3/15/95
DRILLER RlG
DS CME-45
I DRA WN BY APPROVED M ~
1\1R
... - - -- -- - --......... .a,..#' .... --.-.... ~...... ........ ........, '" ... y........ ,I. ........ .. .a.
fROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, :Minnesota Sheet 1 or 1
SURFACE ELEV I LOG OF BORING I I I I
F A-25 20 40 EO 80
~ 9 0 TEST
g >- CONE PENETRA nON - TONSIFT 2
~!ii = RESULTS
~ UJ ~ u DESCRIPTION AND CLASSIFICATION PL Me LL AND
UJIf ~ ~ ~ ~ OF MA TER1ALS X 0 6- OTHER
CaE ~ REMARKS
~ t'n 0 N-VALUE.BLOWSPERFOOT
t:3
10 20 30 40
m:: 4.25" Bituminous Pavement
1 FA ::. FILL: CLA ~y SAND, fme grained with a.trace of
2 FA · ~ ~GRA VEL, mIXed blaclc and dark brown, mOist, I
: II ~(FILUSC)
^: ~ SANDY LEAN CLAY with a trace of GRA VEL,
2.5- : ^ ~ mottled brown and gray, moist, (eL)
^:~
~
~
~
5.0 ~
I End of Test Boring at 5.0 Feet
St. Raphel Drive: 60. west of Quebec Avenue
7.5 -
10.0 -
12.5 -
15.0-
17.5 -
t
I I
20.0 - - - -- L - - -- -- - __h -- h - -- -- - -- - h - h -- -- - - -- - - - - - -- - - - - - - - -- -- -- - - ------""'.... ........................ -...... -........----- ------- ______.________~4
WATER LEVEL CHECKS METHOD ASTM D:1452..80
DATE TnvIE SAMPLED TO CASING CA VB- IN WATER 4t1 Solid-Stem, Continuous Flight
3-15-95 10:35 None 4.1 None Auger
STARTED COMPLETED
I 3/15/95 3/15/95
I DRILLER RIG
I DS CME-45
DRA WN BY i APPROVED M. ~
I MR
- ------ - -- - --~---... "lIilo.III ........."".....a...IL".............
FROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I ,
FA-26 20 40 60 80
0 TEST
0 ~ C CONE PENETRATION _ TONS/FT 2
~m z ~ 9 RESULTS
~ i tJ DESCRIPTION AND CLASSIFICATION PL Me LL AND
....
~ :c OF MA TERIAI.S )( 0 ~ OTHER
Q~ ~ ~ REMARKS
CI) 0 N. VALUE.. BLOWS PER FOOT
83
10 20 30 40
mlI 1\2.0. Bituminous Pavement I
1 FA A
^ FILL: CLAYEY SAND, fIDe grained, dark brown,
A
A
2 FA '" .;x '\moist, (FILUSC) I
A
A FILL: SANDY LEAN CLAY, gray, moist, (FILUCL)
A^ V
A ex><
A
^ )<
^
2..5- ^ )<
^
^ -)<
^ )<
-)< ".
~
3 FA AI'< - TOPSOIL: ORGANIC CLA Y, black, moist,
^ -
^ - (TOPSOIUOL)
^ -
5.0 A -
End of Test Boring at 5.0 Feet
55th Avenue: 125 I east of Sumpter Avenue
7.5-
10.0 -
12.5 -
15.0 -
17.5 -
20.0- ---- --- -- -- ----_________________________________________________JJ________ ------- -------- _______ ________________"
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIME SAMPLED TO CASING CA VE..IN WATER 411 Solid-Stem, Continuous Flight
3-15-95 U:oo None 3.7 None Auger
ST ARTED COMPLETED
3/15/95 3/15/95
1 DRILLER RIG
I DS CME-45
DRA WN BY I APPROVED M R..
j ! MR
.C1U1..J.LI..L..L:.I~ .a..L:J~..a. .I..I....'-LLILi.LL' U '""'" V J.V.I..C i"U" .I.
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING :zO 40 60 I
FA-27 80
0 TEST
~m g ~ ~ 9 CONE PENETRATION _ TONSIFT 2 RESULTS
~ ~ ~ u DESCRIFrION AND CLASSIFICATION PL Me LL AND
~ ~ OF MA TERlALS )< 0 6 OTHER
Q~ ~ ~ REMARKS
'" ~ 0 N. VALUE .. BLOWS PER FOOT
83
10 20 30 40
~ ,\2.0" Bituminous Pavement
1 FA ^ (X I
^ FILL: CLA YEY SAND, fine grained with a trace of
2 FA ^ ~ I
1'1 i~~L, mixed black and dark brown, moist,
^
1'1 ~
^ SC)
1'1
1'11'1 ~ SANDY LEAN CI..A Y with a. trace of GRA VEL,
A
^A ~ brown. moist, (CL)
2.5- ^
A ~
~
~
~
5.0 ~
End of Test Boiing a.t 5.0 Feet
Sumpter Avenue: 1401 south of St. Raphe! Drive
7.5 -
10.0 -
12.5 -
15.0 -
17 .5 - I
I
2O.0--u-~-h -- h u__u__u__u_________uuuu_u_____u______u__uJ _uuu_ ____h_ _u___u u_____ _u__________u__
WATER LEVEL CHECKS METHOD ASTM D:1452-80
DATE TIJvfE SAMPLED TO CASING CA VE-IN WATER 4" Solid-Stem, Continuous Flight
3-15-95 11:51 None 401 None Auger
STARTED I COMPLETED
3/15/95 3/15/95
DRlLLER IRJG
I DS I C1\iE-45
DRAWN BY I APPROVED M ?.......
I MR
.c. ........... M-4..a..&...1.&J1' .a. &J....,.... .&.IT ~ ..............,.A.J.&..L -,: ~ "-' '-' .1..LI. .l"1.l." ...
PROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, :Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORlNG I I 60 sO
F A-28 20 40
~ 0 TEST
g >0 CONE PENETRATION _ TONS/FT 2
~m ",9 RESULTS
~ ~ .~~ DESCRIPTION AND CLASSIFICATION PL Me LL AND
O::C OF MATERIALS )( 0 6 OTHER
QZ ~ ~ ~~
... ~ REMARKS
U) 0 Na VALUE - SLOWS PER FOOT
~ 83
to 20 30 40
~ \2.75 g Bituminous Pavement
1 FA ^ C; I
A I\~: CLA YEY SAND, fme grained with a trace of
2 FA ^ ~~ I
^ GRP. VEL, dark brown, moist, (FILUSC)
^ v~
^ ~-;% SANDY LEAN eLA Y with a trace of ORA VEL,
A
^ ~8
^ brown, moist, (el)
^ 0
^^
2.5 - ^ ~
^
~
~
~
Wi
5.0 ~
End of Test Boring at 5.0 Feet
Rhode Island Avenue: 230'wuth of St. Raphel Drive
7.5 -
to.O-
12.5 -
15.0 -
17.5 -
20.0 - .. - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --...---........ -------... ....---..--- --_.................. ...._............_______..."#0.........
WATER LEVEL CHECKS METHOD ASTM D:1452...80
DATE TllvlE SAMPLED TO CASINO CA VE- IN WATER 4" Solid-Stem, Continuous Flight
3-15-95 11:43 None 3.6 None Auger
STARTED I COMPLETED
3/15/95 3/15/95
i I DRILLER IRlG
I 1 IC~45
I I DS
I I
I DRAWN BY I APPROVED M lZ...
I T I
I 1 MR
ALLlJ!,lJ '1.J!,~1' lJ.KlLL.l.Nli l;UMPAN t'
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, :Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
F A~30 20 40 60 80
~ 0 TEST
0 ~ 9 CONE PENETRATION _ TONSIFT 2 REsULTS
t~ Z
i u DESCRIPTION AND CLASSIFICATION PL Me LL AND
~ ~ )( D 6 OTHER
r.tJz g,. OF MATERIALS
Q.,. ~ ~ REMARKS
'" U) 0 NV VALUE - BLOWS PER FOOT
E3
10 20 30 40
~ \2.25 tl Bituminous Pavement I
1 FA A ~
^ CLA YEY SAND, fine grained, darlc brown, moigt, (SC)
^
^
^
^ ~
^
^
^
^^ ~;
^
2.5- ~
~ ..
~
~
5.0 ~/
End of Test Boring at 5.0 Feet
53rd Avenue: 140' east of Pennsylvania .;\venue
7.5 -
10.0 -
12.5 -
15.0-
J
17.5 -
20.0- ---- --- ww w_ w__~w_w___~~__.__w___~w___~~_________________________ -....-....-....-- ........~................. ...........................-- ------- -----........---....--""'--..
'tV A TER LEVEL CHECKS METHOD ASTM D:1452~80
DATE TIME SAMPLED TO CASING CA VE-IN WATER 4" SoIi~Stem, Continuous Flight
3-15-95 11:02 None 3.8 None Auger
STARTED COlviPLETED
3/15/95 3/15/95
I DRILLER RIG
DS Cl\1E-45
! DRAWN BY I APPROVED MR...
:MR
..- -- ........ - - -.......... - - '\II _
FROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA~31 20 40 60 80
~ 0 TEST
0 ~8 CONE PENETRA.TlON _ TONS/FT 2
~~ Z RESULTS
~ ~ ~~ DESCR1PTION AND CLASSIFICATION PL Me LL AND
rJJz 8~ OF 1\1A. TERIALS )< 0 ~ OTHER
c__ ~ ~ lilo REMARKS
rJ) Nil VALUE - BLOWS PER FOOT
rJ.) 83
10 20 30 40
~ i\2.0if Bituminous Pavement
1 FA A 0< I
^ FILL: eLA YEY SAND, fmegrained v/ith a tmcc of
2 FA :^ ORA. 'VEL. dark brovro, moist, (FILUSC)
3 FA A ~ POSSIBLE FILL: SILTY SAND, fme grained, brown,
^
A,., ~ \Il1oist, (poSSIBLE FILUSM) J
^^ ~ SANDY LEAN CLAY with a trace of ORA VEL, gray,
2.5 - ^^ ~
^ moist, (CL)
^ ~
,",
.^ ~
~
~
~
5.0 ~
End of Test Boring at 5.0 Fetet
Quebec Avenue: 3751 EDuth or 531"0 Avenue
7.5 -
10.0 -
i
12.5 -
1 I
15.0 -
I
I I
17.5 - I I
I I
I -- - __ _ _ _c_________ __ _ _ __ J__ _ ____, _ __ _ _ _ _J _______.
20.0 - - - - - L - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _
I
WATER LEvP-L Cl-IECKS METHOD ASTM D: 1452..80 I
DATE TI1v1E SAlviPLED TO CASING ! CAVE-IN WATER 4" Solid-Stem, Continuous Fligbt
I
3-15...95 10:25 None I 309 None Auger
STARTED COMPLETED
I 3/15/95 3/15/95
I DRILLER P.JG
DS C~45
I DM WN BY APPROVED M ~
I 1. L I M:R
,~~~~~ ~
r1A.JLJ.a..&.:.tLl .....L:.ILJ... .AJ .n..Jl.LI.I...J.ll ., U \....- V J. ~.1r ru ~ I
PROJECT New Hope 1995 Street Improvements NUMBER 95017
New Hope, l\finnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
FA-32 20 40 60 80
0 TEST
~m g ~ ~ 9 CONE PENETRATION _ TONSIFT 2 -RESULTS
UJ I u DESCRIPTION AND CLASSIFICATION PL Me LL AND
~ 0 53 OF MA TERlALS >< 0 ~ OTHER
Q2;i ~ ~ ~ REMARKS
fI) 0 N" VALUE -- BLOWS PER FOOT
E3
10 20 30 40
t PA ^ ~ \2.0" Bituminous Pavement I
2 FA ^ Xx FILL: CLA YEY SAND, fme grained with a trace of
^
^ ><x GRA VEL, mixed dark brown and gray, moist,
^
^ ~ (FILLISC)
^
^
A
^
^
^
2.5 ^
~
---
3 FA A ~ SA~DY LEA.1'\J CU"'Y \vith a trace of GFtA. VEL, dark
^
A ~ gray, moist, (CL)
A^
5.0 End of Test Boring at 5.0 Feet
Angeline Drive: 75' west of Sumpter Avenue
7.5 -
10.0 -
12.5 -
15.0 -
17.5 -
20..0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------.....- ... ..... -...... ... - - ------...- ----..-- ---.--....--..------...
WATER LEVEL CHECKS METHOD ASTM D:14S2...80
DATE TThAE SAMPLED TO CASING CAVE-IN WATER 4t1Solid-Stem, Continuous Flight
3...1.5-95 10:15 None 4.3 None Auger
I STARTED CO~fPLETED
3/15/95 3/15/95
I
I DRILLER RIG
I DS C1\1E-45
I
. DRAWN BY I APPROVED. M ~
I I MR !
~ iU...t.IJ~.u J. ElL) J. V.iU..I..J.lJAl., \:I" \... U IVIr 1\l~ I
J>ROJECT NUMBER 95017
New Hope 1995 Street Improvements
New Hope, Minnesota Sheet 1 of 1
SURFACE ELEV I LOG OF BORING I I I I
F A-33 20 40 60 80
~ >-3 0 TEST
0 CONE PENETRATION... TONSIFT 2 REsULTS
~~ z ~~ DESCRIPI'lON AND CLASSIFICATION
LIJ PL Me LL AND
QZ ~ ~ 8~ OF MATERIALS X 0 6 OTHER
... ~ ~o REMARKS
NA VALUE - BLOWS PER FOOT
(I) W
10 20 30 40
- 3.0~ Bituminous Pavement
1 FA ...^ KX FILL: CLAYEY SAND, fme grained with a trace of
^
2 Fp~ A 7 \GRA VEL, dark bro'WIl, moist, (FILUSC) /
...^ /
A CLA YEY SAND, fmc grained with a trace of
A
^ V ORA VEL, brown, mom, (SC)
^
^ V;
^
2.5- ^ ~
^
^
./
~
~
V I
5.0 ~
End ofTf?Jt Bormg -at S.O Fef'A: ]
53rd }\venue: 1001 e.2.St of Rhode Is-land Ave-,nue I
7.5- I
10.0 -
12.5 -
15.0 -
17.5 - I
I I
20.0- __u _u -- -.1---u--u-----------u-____________uh____uh__u__ ...._-....---~ ---.....--- --........_--- ------..... _Uh_J______..
WATER LEVEL CHECKS METHOD ASTM D:14S2080
DATE TWE SAIvfPLED TO CASING CA VE-IN WATER 4" SolidaStem, Continuous Flight
3~15-95 11:37 None 308 None Auger
STARTED COMPLETED
I 3/15/95 3/15/95
DRILLER RIG
I DS CME-45
DRA WN BY APPROVED 1'1 t:?-
! ! r I MR
"" ! '- I
ALLIED TEST DRILLING COMPANY
GENERAL NOTES
-
SAl\iPLING SYMBOLS . h
ss ~ 2 R OD SPLIT - BARREL SAMPLE
; FA ~ FUGHT AUGER SAMPLE
1! HA = HA.1\ID AUGER SAMPLE
iT
ti
~
ST 0 3ft SHELBY TUBE SAMPLE
...
I COr~SIS"r A1~ CYOF COfill?^~p~'E SOILS RRI A~ TI\TE D>>~SI]~'l{ OF GJRAi"fULAIt SO~~
N D BLOWSIFf CONSISTANCY N c> BLOWSIFT RELATIVE DENSITIl
I 2 VERY SOFT 0- 3 VERY LOOSE
2 - 4 SOFT 4- 9 LOOSE
1 4 - 8 :MEDIIDA 10 - 29 MEDIUl%1
j
I 8 - 15 STIFF 30 "'" 49 DENSE
I 50 - 80
i 15 - 30 VERY STIFF VERY DENSE
30 HARD >80 EXTREMEL Y DENSE
CONSlSTANCYOF COHESIVE sons
UNCONFINED COMPRo
STRENGTHCl QUa TSF CONS ISTANC y
< 0.25 VERY SOFT
O~25 - 0.49 SOFf
0.50 "'" 0099 MEDIUM
I 1.00 - 1.99 STIFF
I 2.00 - 3.99 VER Y STIFF
4.00 "'" 8.00 HARD
i > 8.00 VERY HARD
,~
I
I DESCRIPTIVE TERMThIOLOGY 0 COHESIONLESS COMPONENTS
I
I C01\1OPONENT SIZE RANGE TERJd 9ID BY WEIGHT
BOULDERS OVER 8" TRACE 1 - 10
COBBLES 8" - 3" SOME 10 co 30
GRA VEL 3~ - #4 SIEVE
SAND #4 - 1200 SIEVE
I
.:)UIL L.LA~~JrJL.A IlUN~ ~ J ~ J .cM~
I ' Unified Soil Classification I
ASTM: D 2488 - 84
- I
Group 11
I
Major Divisions Symbol Typical Group Names D
COARSE- GRA VELS Clean Gnaveh GV/ Well graded gravels, Well graded gravel with lMa. 1
GRMNED SOILS <5" ~ing
.~ More thAn 50% No. 200 sieve OP Poorly-graded gravel, Poorly graded if1ivel with IMdQ. I
I r~~D?'e tr~ so~ of COL~ -I
I .~ed on the fraction retained Gravel wI fines OM Silty gravel, Silty gravel with sana.
I~' 200 · on No.4 sieve. > lS~ pASzmg
I r.o. lueve. No. 200 sieve GC Clayey gravel, Clayey gravel with lando. I
! 1
I SANDS Clean SI.Jldg SW Well graded e.and, Well graded u.nd with gnveL
I n <5% paJaing -
I S(J% or lllOi"e of No. ZOO sieve SF Poorly graded iLfjd, Poorly graded UUid with gravel. I
I ~
I ro~ne frnction c
I Sands Vlith &es $l\i Silt)' Wld, Silty ~d v-:Jith gravel.
I . PU5e$ No. 4 > 15 ~ passing
sieve.
i No. 200 lieve SC Cbyey IWld, Clayey u.nd with gravel. J
I FINE-GRAINED ....."-
SIL TS AND CLA YS ML Silt, Silt with s.Mcf8, Sandy aUtIO.
'SOILS
Liquid Limit less than SO. CL Lean clay, Lean clay \!lith Wld', Sandy lean c1!ygN. i
I Cohesive l>oils j
OL Organic silt, Orga.nic clay.
I 50% or more SII... TS AND CLAYS MH Elastic silt, Elastic silt 'Nith Bandl, Sandy elastic BUt>>. I
passes the No. .
200 sieve. Liquid Limit more than S{) eH F&t clay, Fat clay 'With sandN.
I OH Organic clay J Organi;c silt. J
i
HJGHL Y ORGANIC SOlLS PT Peat.
Boundary cwsifications are designated by dWll group symbols. For example (SP-SC), Poorly graded sand \Vith cl&y. I
Sf - More t1u.n 15 ~ $.L'1d, $$ - More than 15 ~ &and.
, - 15~ to 30% retained on No 200 Sieve, ''I - More than 30% rets.ined on No 200 sieve
-
AASHTO Soil Classification System
I Granular Materials Silt-C13y MaterUls
I (3S~ or ~ passing No. 200 sieve) ( > 35 5t passing No 200)
I A-2 f
A-I A-3 A-4 A-S I A~ A-7 A-8
i A-I-€! A-l-b ;\-2-4 A-2-S A-2-6 A-2-7
'Sieve Arullysu;: I
" Pusing
No. 10 SO .fMJt
I I":Jo. 40 30mu SO nwt 51 min
l No. 200 IS max 2.S nux 10 nutx 3Srruu 3SfM.X 35 lT1U 3Smax 36rn.in 36min 36min 3&'7lin
fciuracterutics 0 f
rmction Pulling No 40:
&quid limit 40mu 41min 40mu 41mu 4OmI.x 41m.in 4Om.ax 41mu
I ~c limit (5 1'M.X NP lOmax 1Oma.x l1min l1min lOmax 1Om.ax l1min l1min
.f! f peat f highly
1U~w.l1'ypes of itone fngments I fine
~ignifica.nt Constituents gra ve I and tiand aand $ilty or claye)' gravel and sand silt)' so ils clayey soils 0r banic so ils
~.neI1l1 Subgnde exceUenl to good fair La poor unsa tis factory
Jts tin E;
.L---::.-
. .
CONDITIONS OF THE CONTRACT
INDEX
PAGE NO.
SECTION 1 - DEFINITIONS 1.
SECTION 2 - BIDDING REQUIREMENTS 5.
SECTION 3 - AWARD AND EXECUTION OF CONTRACT, PROGRESS
AND COMPLETION OF WORK 7.
SECTION 4 - CONTRACT DOCUMENTS: INTENT AND REUSE 9.
SECTION 5 - AVAILABILITY OF LANDS; PHYSICAL CONDITIONS;
REFERENCE POINTS 11.
SECTION 6 - INSURANCE AND BONDS, LECiAL. RESPONSIBILITY AND
SAFETY 13.
SECTION 7 - ENGINEER-OWNER-CONTRACTOR RELATIONS, ARBITRATION
AND INDEMNIFICATION 18.
SECTION 8 - MATERIALS, EQUIPMENT, INSPECTION AND WORKIv1ANSHIP 25.
SECTION 9 - MEASUREMENT, PAYMENT AND PROJECT ACCEPTANCE 34.
SECTION 10 - CHANGES IN THE \VORK 40.
SECTION 11 - CHANGES OF CONTRACT PRICE AND CONTRACT TIME 42.
SECTION 12 - SUSPENSION OF WORK AND TERMINATION 46.
SECTION 13 - MISCELLANEOUS 48.
FORM OF AGREEMENT
PERFORMANCE BOND
LABOR AND PAYMENT BOND
~~
11 \90-356GENRL
Copyright 1990
Bonestroo, Rosene, Anderlik
& Associates, Inc.
TABLE OF CONTENTS
CONDITIONS OF THE CONTRACT
SECTION 1 - DEFINITIONS
1.1 ACTS OF GOD
1.2 ADDENDA
1.3 AGREEMENT
1.4 BID SECURITY
1.5 BIDDER
1.6 CONTRACT
1.7 CONTRACT DOCUMENTS
1.8 CONTRACT PRICE
1.9 CO~TTRACTOR
1.10 CHANGE ORDER
1.11 DAY
1.12 DEFECTIVE
1.13 DRAWINGS
1.14 ENGINEER
1.15 FIELD ORDER
1.16 FINAL COMPLETION
1.17 MODIFICATION
1.18 NOTICE OF AWARD
1.19 NOTICE TO PROCEED
1.20 OWNER
1.21 PERFORMANCE AND PAYMENT BQNDS
1.22 PROJECT
1~23 PROPOSAL
1.24 RESIDENT PROJECT REPRESENTATIVE
1.25 SHOP DRAWINGS
1.26 SPECIFICATIONS
1.27 SUBCONTRACTOR
1.28 SUBSTANTIAL COMPLETION
1.29 SURETY
1.30 \~RITTEN NOTICE
1.31 WORK
- 1 -
11\90-356GENRL
Copyright 1990
BQncstroo, Rosene, Anderlik
& Associates, Inc~
- --
TABLE OF CONTENTS (CONTID)
SECTION 2 - BIDDING REQUIREMENTS
2.1 PROPOSAL FORMS
2.2 INTERPRETATION OF QUANTITY ESTIMATES
2.3 EXAMINATION OF PLANSt SPECIFICATIONS AND WORK SITE
2.4 ADDENDA
2.5 PREPARATION OF BID
2.6 RESERVATIONS AND/OR EXCEPTIONS
2.7 BID SECURITY
2.8 DELIVERY OF PROPOSAL
2.9 OPENING OF PROPOSALS
2.10 EVALUATION OF PROPOSALS
2.11 CERTIFICATION OF INDEPENDENT PRICE DETERMINATION
SECTION 3 - AWARD AND EXECUTION OF CONTRACT, PROGRESS & COMPLETION OF WORK
3.1 AWARD OF CONTRACT
3.2 EXECUTION OF AGREEMENT
3.3 FAILURE TO EXECUTE AGREEMENT
3.4 RETURN OF BID SECURITY
3.5 NOTICE TO PROCEED
3.6 CONTRACT TIME
3.7 SCHEDULE OF COMPLETION
3.8 COMPUTATION OF TIME
3.9 LIQUIDATED DAMAGES
SECTION 4 - CONTRACT DOCUMENTS: INTENT AND REUSE
4.1 INTENT OF CONTRACT DOCUMENTS
4.2 ORDER OF PRECEDENCE
4.3 DISCREPANCIES
4.4 ADDITIONAL INSTRUCTIONS
4.5 DRAWINGS AND SPECIFICATIONS AT JOB SITE
4.6 OWNERSHIP OF DRAWINGS AND SPECIFICATIONS AND REUSE
4.7 DIMENSIONS
- 2 -
11\90-356GENRL
Copyright 1990
Bonestroo, Rosene, Anderlik
& Associatest Inc.
TABLE OF CONTENTS (CONT'D)
SECTION 5 - AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS
5.1 AVAILABILITY OF LANDS
5.2 PRIVATE PROPERTY
5.3 SURVEYS
5.4 UTILITIES
5.5 INVESTIGATIONS
5.6 UNFORESEEN PHYSICAL CONDITIONS
SECTION 6 - INSURANCE AND BONDS, LEGAL RESPONSIBILITY AND PUBLIC SAFETY
6.1 INSURANCE
6.2 PERFORMANCE AND OTHER BONDS
6.3 PATENTS, FEES AND ROYALTIES
6.4 PERMITS AND LICENSES
6.5 LAWS, REGULATIONS AND SAFETY
6.6 WARNING SIGNS AND BARRICADES
SECTION 7 - ENGINEER-OWNER-CONTRACTOR RELATIONS, ARBITRATION & INDEMNIFICATION
7.1 ENGINEER'S STATUS AND AUTHORITY
7.2 CONTRACTOR'S RESPONSIBILITIES
7.3 OWNER'S RESPONSIBILITIES
7.4 ASSIGNMENT OF CONTRACT
7.5 RIGHTS OF VARIOUS INTERESTS
7.6 SEPARATE CONTRACTS
7.7 SUBCONTRACTS
7.8 ORAL AGREEMENTS
7.9 NON-DISCRIMINATION IN EMPLOYMENT
-
7.10 DECISIONS ON DISAGREEMENTS
7.11 ARBITRATION
7.12 INDEMNIFICATION
- 3 -
11\90-356GENRL
Copyright 1990
Bonestroot Rosenet Anderlik
& Associatest Inc.
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4+55 pu~ a^~~a Lae4d~~ -+5 'N 9AV PJES 'N BAV pu~S 'e^~Ja
eU~le6uv 'N a^~ uo6e~o 'N 9AV ~~U~^L^suuad 'N 6AV ~eqano
'N a^v pU~LSI apo4~ 'N 8^V Ja~wns 6u~+~nq~ se~~JedoJd lLY .~ ~
G ~oL~no
S >1~oL8 ~-~ +01
17 >t:>oL8 9Z
'SZ'9~-~ +01
E' >1::>ol8 O~-~ +01
Z >t:>oL8 8-~ +01
~ ~:Jol8 Z ' ~ +01 uO~+~PP'V pUG
s~46~aH uo~dweO-~Jo~
9 >1:Jol8 L-f: +01
t >1:>oL8 OG-~ +01
E' ">1~ol8 O~-~ :J,Ol
, ~:>ol8 O~-~ +01
~ >1:Jol8 9~-9 +01 s+46~eH uo~dweO-~Jo~
:sMoL lOJ. Sl2
peq~~~sap e^~ g~+euu~M ~o +s~e pUB ^~MP~OJ8 +S8M JO +SSM
'N a^\:fpUZ9 JO 44-nos pU'e a::>-eld 44-65 J.o 4 +.Jou aJB :}.B4 +
N aA~ ~aqano PUE N 6^V pU~LSI apo4~ 'e~Bld J9+wns 'N 8A'V
.Jelwns 'N SA'V 4~O9 'Nf!J^'V lS~9 6u~++nq13 sa~:t..JadoJd II V . ~
::SMOl toJ. s-e peq~J~sap '~4-osauu~~ J.O e~~lS 'u~d8uuaH J.O ^4.Un08 'edOH
MaN JO ^+~O 84+ u~ ~eJ~ U~ 8^J8S 0+ 'JO~aJe~l paJ~nbaj ^lq~uoSeaJ
se~~^~es pUB S~JOM ~u~ua+Jndde J84+0 lL~ pu~ saJn~~nJ+s ~ueue+~nddB
..J84:+0 's+uawa^o~dw~ JaMeS ^J~+~ues pu~ WJOlS 'a~eJ.Jns lL'e4dSrl pUB
es-eq J.ouo~+:>nJ+suo:> '6u~peJ6 6u~pnL:Ju~ .Ja~ln6 pUla q.Jn:> S+8..J:JUO::>
's+ae~+s l~~+uap~sa~ JO sel~w a.v J.o 6u~~~~~nsaJ pUB uo~+~n~+suo~a~
84l s ~ :t.uew8^o.Jdwl 84=1- J.O 8Jn:J:eu Lla..J8ua6 84.L · G
.~a+l~u~eJa4 peq~J~sap se +uawa^oJdw~
pasodoJd 'e uo 6u~J~a4 :J ~ l q nd e 6u~PlOLf J.o asodJnd 84+ JOJ. ^ + ~O
p~~s u ~ ' ,4 :4.J ON enU8^V' UOl^X ~Ovv ' L l 'BH ^+~O 84:}. ~..e .w-d >1:>OL::>,0
OO:L :re '966~ 'Lc, AJenJqa.:t uo +a8w L L ~ M 'ta:J.oseuu~~ 'adOH MaN J.O
^+~8 84+ JO l~ounoo ^+~O e4+ +~4~ ue^~6 ^qa~e4 s~ a~~+ON . ~
-e:j.oseuu~V'j 'edOH MeN JO ^l~8
(+~a~OJd :+SSJlS S66~)
~G9 'ON lN3~3^O~d~I 133~lS
a3S0dO~d NO BNI~V3H 8Il8nd ~O 38I1ON
ZOOO-t~-~G-g~~-9 Nld PS:l:t.1iLdun
~ >t=>oL8 €,'z ~Ol S)fliO u~SUO:>S~M
.:I'3'a'e'\, s~Ol 896 .ON .S.'.i:t
~ >t:>oL8 ll-l ~Ol uo~~~PP'( 4:t.t slue.
:sMoLlOj S~ peq~Josep eSJnoo
J.lot) uaaJE) e6'Sl L ~^ 84+ J.O 4:)'.JOU eJta :J.1l4:t. 9L:l.J~:> U~SUO::>S~M
pu~ N 9^V u~SUO~S~M 'N 9AV 4+65 6u~+~nq~ se~~~9doJd LLlf .~~~
L >t=>ol8 9-~ ~ol
9 >t=>oL8 9-l ~Ol
S >1:::>oL8 El-~ :).01
t >1~oL8 6-~ ~Ol
E ~=>ol8 l ~ - ~ ~Ol
G >1:JoL8 EG-~ ~Ol
~ >1:>oL8 6-~ +01 s~46~eH ~asuns
L ~=>oL8 g-l :t.Ol
9 >1~OL8 lG- ~ +01
s >1::>oL8 tG-l +01
V >1::>oL8 L-l :J.Ol
E ~=>ol8 8l-~ ~Ol
G >t=>oL8 Sl-l +01
~ >t:>ol8 6-l +01 uO~~~PPV lee4d~~ .~S
s,^U~dwoO ~ lep~e~ -d'r
g )f::>ol8 8- .l +01
L >1:>ol8 g-~ +01
9 >tooLS v-l :).01
S >f::>ol8 t-l +01
V >i::>ol8 g-l +01
E' >t:>oL8 B-~ +01
Z >f::>oL8 ll- l 4-01 uO~+~PPV'
s,uoswle:J.8d -1 e::>u8JM121
(>tJ~d e^oJ~ WL3) 0 ~Ol
r ' I 'H 'E) '~ '3 'a 8+01 :9Z0~ -ON -S'l'C:i
I 'H '3 '8 S+Ol :L6 .ON -S-l"Cj
6Z00-S8-~G-e~~-s Nld
9'OO-~S-~G-8~~-9 Nld
SZOO-E8-~G-B~~-S Nld
VGOO-E8-~G-B~~-9 Nld
ZGOO-8E-~'-8~~-S Nld (68 +Ol JO +Jed) 92c .ON
UO~s~^~pqns S,Jo+~pn~
"
.OO.OE9'~GL'~$ s~ 8 uo~+dO
pUla OO.OLB'SGV'~$ s~ 'V uo~~dO J.o lSOO pe ~12W ~ +se 84l. .1'
.ao~~Jns snou~wn~~q ~o~4l liE M9U 'BAq pe::>-eLdsJ
a::>~J.jns snou~wn4-~q 6u~+s~xe 9lf+ J.o lli^OW8J 8:a.6Ldwoo sa^lo^u~
8 uo~:t.dO -aoBJ...Jns snou~wn+~q 6u~:t.s~xe 94+ J9^O-,cp8 :t.onJ :J.SUO::.1
A'Bl..la^O snou~wn+~q ~ Se^lO^u~ 'V UO,~ :}.dO .suo~~do UO;~ l::>nJ ~SUO~
e~eUJa~LB JOJ Sap~^o~d ~JodeJ ~l~L~q~s~eJ s,~eeu~5U3 e4~ · E
G >1:>OL8 9-~ lOl
~ >1::>ol8 L~-B +01 .PPV 4~6 sLL~H ~eo L'S^Oti
:sMoLlo~ S~ paq~~osep N
e^~ BUCOe J.o +SBa pu~ N a^~ pU~L~az ~o lS9M 'N a^~ 4~6t
JO 4+nos pu~ 40Jn40 u~~e4+nl edoH JO esnoH JO 4:t.JOU aJB
~~4~ N e^~ Bl~nb~ pu~ N a^~ 4:t.Bv 6u~l~nq~ se~4JedoJd ll~ . ~ ^
G ~:::>ol8 ~ :J.Ol uO~~~PPV pUG
JOU~~ uo~dw~O-~JO~
E >1~ol8 8-~ lOl
G >i:>ol8 OZ-8~ 'B-~ =1.01
~ )f::>ol8 ~Z-G~ +ol ~ou~~ uo~dw~O-~JO~
:sMolLoJ S~ peq~J~sap N a^~ 4l0S JO 4lnos
pUB N 8AT/ 4+617 J.o 44...JOU SJ'2 :J,ta4 + aL:>J~O la~u~6J~^ PU12
N SAV -e~u~6J~^ 'N e^~ u~SUO~S~M 6u~~~nq~ se~~..JedoJd L l 'V .^
(lOO~~S u~WJe+soH)
~OOO-~t-L~-S~L-9 Nld
OGOO-~V-~Z-9~~-9 Nld
6~OO-~V-~G-9L~-9 Nld
B~OO-LV-LG-SLL-9 Nld
L~OO-~t-~Z-e~L-9 Nld
9~OO-Lv-~Z-8LL-9 Nld
9LOQ-LP-LG-BLL-9 Nld
VLOO-LV-~G-8LL-9 Nld
ELOO-LV-LG-BL~-9 Nld
GLOO-Lv-~Z-8LL-9 Nld
~LOO-~v-L2-8LL-9 Nld
OLOO-Lv-LZ-8~L-9 Nld pe+:t.~ldun
:sMolloJ S~ paq~J~sap p~o~ e~~L SS~8 JO 4~nos PUE
loo4~S 46~H -Jr UBWJ8+S0H 6u~pnl~u~ pue JO ~+jOU 8JE +B4+
N 8^'V 4+95 pu~ N e^~ u~SUO~S~M 6u~+:t.nq~ sa~:t.jadojd l L V' . ^ ~
( · 566 ~ 'ZG pU'e
9 ~ ^Jl?n.Jqa,:! uo ~SOd-uns ^aLL~^ uepLos-edoH MaN 64+ u~ pe4s~Lqnd)
>tJ8lO ^+~8
a~oel a~JaL12^
~fr -nVIlVA
.S66L '^j~nu~r JO ^~P PJEZ 84+ pa~~a
.+uawa^ojdw~ p~es JO
6U~>1BW 8L.tl Ol l:>eds8.J ~+~M p~Be~ 6u~eq JO esodjnd a4~ JOJ 6u~..JEeLt
p~ES :re .J~add'2 a:}. pa~~^u~ eJt2 pa+se..Ja+u~ SUOSJsd II ~ '9
'SAOqB
Z 4dE.J6l:?..Jed u ~ paq~J~sap sas~weJd a4~ epnl8u~ lLl:?l1s 4.uaUJe^ojdw~
p~es JO 6u~~ew a~~ lOJ passess~ aq 0+ pasodoJd Eej~ 841 -S
8ZvS9 NV\I 3dOH M3N
8(;1799 NW 3dOH M3N N 3^ V ~3.lWnS 6609 8Zv99 NW 3dOH M3N
N 3^ 'V ~3.lWnS 9609 HV03:l1 N 3^ 'f/ ij3.lWnS 0009
~3NaNV~~ 13VHJIW 1)lV'fN VONI1/)ll:!VW 313)1S V~V'8~V8/NHOr
Z:600 Z:Z L (;-8 L L -gO L600ZZ LZ-8LL-90 0600 ZZ L Z-S L L -gO
5Ei'99 NV\I 'tNla3
9 L v# S 3^ V )I~OA OZZL 8Zv99 NW 3dOH M3N 8Zv99 NW 3dOH M3N
NOSN38 VNNoa N 3^V ~3.lWnS 9 LOg N 3^ V ~3J..wns vZ09
3HJSO~ VNNoa av l.S:lOH AH'VE> SNOW'S Nvsns
6800 ZZ L Z-8 L L -gO 8800 ZZ LZ-9 L L-90 Laoo ZZ L Z-8 L L -gO
8~v99 NW 3dOH M3N
8(;1799 NW 3dOH M3N 8Zv99 NW 3dOH M3N N 3^ V ~3J..wns 8v09
N 3^ V ij3iWnS ZE09 N 3^ V ~31.WnS Ov09 S331Sn~.l - Nl:I3 H..L ij :I
~rN3ZNvr NHor A310Nltt8 r/a~VHJI~ ~r N~3Hl SIJNV~:J
9800 ZZ L (;-8 L L -gO 9800 ZZ L Z-S L L -gO v800 ZZ LZ-8L L-9O
8Zv99 NW 3dOH M3N 8Zv99 Nr4 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V ~3.lWnS 9909 N 3^ V ~31.WnS v909 N 3^ V ~31.WnS ZlO9
tl31110::> III 'VdIOl'VNoa ~3A3V\1 31:>~:rVW/ AOl::l1. Stll0S Q~'VH:>ltt
ceoa ZZ LZ-9 L L-9O ZBOO ZZ LZ-9 L L-90 Leoo ZZ LZ-8 L L-9O
8ZvS9 N~ 3dOH M3N 8l:vS9 N~ 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^'V V')fJ..3NNIM OOL9 N 3^ 'tJ 1.S L9 OlSl N 3^'V is L9 09Sl
l.SlnONOtlD VONI1/13INva 33>1~~ .L~380~ OtflV1 VtfnV1/13tNVO
9LOO ZlLZ-8 L L-90 gLOe ZZ L Z-S L L -gO vLOO ZZ LZ-8 L L-9O
8lv99 N~ 3dOH M3N
Slv99NV\,I 3dOH M3N N 3^V ~31.V\lnS 60L9 8Zv99N~ 3dOH M3N
N 3^ V Cl3J..wns LO L9 :>NI NOldWV:l )ltlO~ N 3^" tl3..LWnS LL L9
1300N>I J/r ~3H:>\f,^,~3av~ NOft4IS N\f~3aI3H 01\fNOa
ELOO C;Z LZ-9 L L-90 lLOO ZZ L (;-8 L L -gO LLOO ZZ Ll-BL L-90
8Z1199 N~ 3dOH M3N 8lv99 NLt\1 3dOH M3N E L Egg NW Ol\f:l:lnS
N 3^ V ~3..lV'4nS 9Z L 9 N 3^ \f Cl31.WnS EE L9 3N 3^V' a~€ Z LZ L
Aloa HVl::I0830/NI^3>1 A3>1t10H 3~11V ij3111 WV\I/ a l::I v H:J I ~
OLOO ZZ LZ-8 L L-9O 6900 ZC; L Z-S L L -gO 8900 ZZ L Z-S L L -gO
SZ1799 N~ 3dOH M3N
N 3^" iSl9 D08L 8Zv99 NW 3dOH M3N L Lv99NW SI10dV3NNIW
3NI\fH:>30 a N 3^ V Hi09 6 LLL N 3^ V NOlM3N EZSZ
N311VS 3N\fIO/N'VH.l VN 310:> !S3~~O:J Oi13d NI^ij3tr,1
L900 l:l ~ l:-8 L L -90 L900ZZ ~l:-8LL-90 9900 ZZ LZ-8 L L-90
8lv99 NW 3dOH M3N 8Zv99 NW 3dOH M3N aZP9g Nr.t 3dOH M3N
N 3^ V 1.S 19 60LL N 3^V lSL9 LOLL N 3A'V 1S 19 OvLL
~3lJ..3^ NIN3~Ol NOSNV'L1SltlHJ Nvsns/a~'VHJI~ )I}:!\fWHJl V')f ~/t!
ElOO Zl l Z-8 L L -90 lZOO ZZ L Z;-S l L -so L ZOO ze: L Z-B L L -90
SZv99 NW 3dOH M3N 8ZP99 NW 3dOH M3N 8Zv99N~ 3dOH M3N
N 3^ 'V l.S L9 OZlL N 3^ 'V is L9 OOLL N 3^'" 1.S L9 DB9L
l:J38fNn:> \fH83a/3JnB8 ~3!N3d~V'J W\1'l:!1.~38 NOSl:I'Vl A~OE>3t18
OlOO lZ Ll-8 L L-9O 6 LOO ZZ LZ-8 L L-9O SlOC C;Z LZ-8L l-90
8ZvS9 NW 3dOH M3N 8'lv99 NW 3dOH M3N 8lvS9 NW 3dOH M3N
N 3^ 'V ij31.WnS EZi'S N 3^ 'd ~3.LV'tInS Ll:17S N 3^ V ~31~nS 6Z179
.Ltl38nV~ 31138'9'01 d~OH.llnH:>S SINN30 NOS~V3d S3WVr
9EOO EE Ll-8 ~ L-9O 9EOO E€ L~-8 L ~-90 17800 EE L (;-8 L ~ -90
8Z1799 N~ 3dOH M3N 8'lvS9 NV\I 3dOH M3N 8Z1'99 NW 3dOH M3N
N 3^ 'V l:i31WnS L~v9 N 3^ V Cf3~WnS Evt9 N 3^ 'V Cf3J..WnS lOgS
S31H M d V l.HE>IHM 3111111~nHl.ijV WI3HdO .iS3NCf3
tEOO E€ L l-8 L L -gO ZEOO EE L Z-8 LL -gO OEOO EE L (;-8 L l-9O
S{;v99 N~ 3dOH M3N 8lv99 NW 3dOH M3N 8Zv99 N~ 3dOH M3N
N 3^ V ij3lWnS OESS N 3^ 'V Cf3.l~nS LEgS N 3^ V Cf3..LWnS 91799
NVf.I\I3DQOH SV1E>nOa 31NVH 3NIV13/01VCf3E> NOSl=J3.l3d 3Nl::I3^nl
6Z00 EE L Z-S L L -gO 9100 EE L l;-S L L -gO 9100 EE L Z-S L L -90
8ZvS9NV\I 3dOH M3N 8(;1799 NV\I 3dOH M3N E1'ES9 NW SNI>ldOH
N 3^ V ~3JJ~nS BES9 N 3^ V Cf3l.WnS LEgS 3^ V Hl. L L 9Z L
3Cfoa NHor ONf30 \f/All38 A V AS10r ONVlOH
pzoa EE L Z-S L L -gO ZZOO EE L Z-S L L -gO OC: LO ZZ LZ-8 L L-9O
8l17SS NV\t 3dOH M3N Sc:v99 Ntt'J 3dOH M3N 8l:v99 N~ 3dOH M3N
N 3^" H.109 6 Lal N 3^ V Hi09 LOSL N 3^" lSL9 6Z8L
~3>1~\f8 A31S3M A>lSNOll::13DOI-J NOS380~ llO:::>S
s ~ LO ZZ lZ-9 L L-90 L L LO ZZ LZ-8 LL-90 9 L LO ZZ LZ-8 L L-90
8Zv99 NL^4 3dOH M3N Zvv9SNW HJ..nO~A ld 8ZvS9 NV'J 3dOH M3N
N 3^'V ..LSL9 6€BL N 3^ V H.l817 9090 L N 3^ V ~383no CL6S
a~O:l3H:>O~ AtJV~/~OJ.. anH3fNS NCl3:JIN311V' Cl3..LSOd V13~NV/NI^3)1
9 L LO ZZ LZ-8 L L-9O 90LO'lZ LZ-8LL-9O SOLO ZZ Ll:-SlL-90
8Zv99 NW 3dOH M3N
N 3^ V tJ3..lWnS LOO9 8ZvS9 NV\I 3dOH M3N 8(;vSS NV\1 3dOH M3N
l:IVVH a/ d ld tf31.WnS 6009 ld H3~wns L L09
..lN3JNI^ :)/VlanW38DO :I .LSln01H\fQ NVI~8 L.L1r,)H~S 113ssnH
to LO ZZ LZ-9 L l-9O E:O LO ZZ LZ-8 L L-9O ZOLO ZZ LZ-8LL-9O
8Zv99 NW 3dOH M3N SZvSg NV\1 3dOH M3N 8ZvS9 NL^J 3dOH M3N
ld l:I3j..wns SZOg 1d H31.WnS EE09 ld l:I3.1WnS L vOg
NOND'tD 311nr/SV'~OH.l NOl.llWVH A31S3M N'tL^JtJONNNV' 3NV'r
LO LO ZZ LZ-9 L L-90 OOLO ZZ LZ-BLL-9O 6600 ZZ LZ-9 L L-SO
8ZvS9 NV'j 3dOH M3N
8ZvS9 N~ 3dOH M3N Slv99 NtI\I 3dOH M3N ld tt31~ns 9909
ld H31.tNnS 61709 ld Cf31J,'\InS L909 l.S3M V'J
V\JO>l111M V'N031/NHor ~Nnl N31l:1V/NA 10l:lV:) NOSNVH AtI \1' L^4/0 NOL^.lA vtJ
8600 Z;Z L Z-S L L -90 L600 ZZ; L Z-B L L -gO 9600 ZZ L Z-g L L -gO
BZv99 NV\I 3dOH M3N 8Z17S9 NW 3dOH M3N SZvSg NII\I 3dOH M3N
ld tt3l.Ir^tInS EL09 ld l:J31.1I\InS L 809 N 3^ 'V ij3.lV\Jns 6809
aao..L N33110::>/13\fH::>I~ NOSN31.~O~ 31\7'0 S'V 13NVII\I NHor
9600 lZ l (;-8 l L -gO v600 ZZ l (;-8 l L -90 €600 C;Z L Z-g ll-9O
BZvS9 NW 3dOH M3N 8Zv99 NW 3dOH M3N 8lv99 NW 3dOH M3N
N 3^ 'V :l383nO €L 1'9 N 3^" ~383nO 6 Lv9 N 3^ V J383nO 00t9
3H..L'tN ij/ ANOHJ..NV VtlO E>3J..S ~ )ll\fH~SllOE> N\fOr/NVlV
9900 EE L Z-S L L -90 9900 EE L Z -8 LL -gO 11900 E:€ L l-B L L -90
8ZvS9 NW 3dOH M3N
SZvgg NW 3dOH M3N N 3^ V ::>383nO 17 L tt9 SZv99 NW 3dOH M3N
N 3^ V ::l383nO 0 L v9 QtJVE>3N 3N311 N 3^ 'V J383n08 L v9
NOSdWOH..L 3:>N3ijM VI Wl0H 3N311 NOS1~VJ :>1~3
E900 EE LZ-8 L L-90 Z900 EE L Z-8 L L -90 L900 EE LZ-9 L L-90
8ZP99 N~ 3dOH M3N 8Zv99 NV\I 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^ V :>383nO 9lv9 N 3^ V J383nO OEv9 N 3^ V J383nO ZEtS
NOSNHOr A3~:I:J3r 3NI1:>NNA l/SVlDnOa Sn~3tt Hd3S0r
0900 EE LZ-B L L-9O 6900 EE LZ-9 L L-90 9900 EE l Z-8 L L -gO
BZvS9 N~ 3dOH M3N SZv99 NW 3dOH M3N 8Zv99NW 3dOH M3N
N 3^ V ~383nO 9Ev9 N 3^ V ONVlSI 3aOH~ 9Et9 N 3^ V ONVlSI 300Hl:j vE;v9
Nnl.S13 AE>E>3d/S3~'Vr A3NNld VHSl::lVV\l/3::>n~8 W'VSOtlE> 'V~V~V111nVd
LgOO EE l (;-8 L L -90 9900 EE L Z-S L L -90 9900 EE L Z-8 L L -gO
8Zv9S NW 3dOH M3N 8Z1799 NV\I 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^ 'V ONVlSI 3aOH}:I OEvS ~a 13VHd'V}:I1S 90SL N 3^ V :>383no 9(;179
al0:l:lVS MlNVHi VNor QNVNI3M Ql:jVM03 lLN3N 13VH:)I~
17900 EELZ-SL L-9O E9QO EE L (;-8 L L -gO ~900 EE L Z-8 l L -gO
SZvS9NW 3dOH M3N SZv99NW 3dOH M3N SZv99 NW 3dOH M3N
N 3^ 'V J383nO 6lvS N 3^"t:/ :>383no EEvS N 3A V :>383no LEt'S
33:1 NnaS31r^4Vf 311lAM3N Ol'VNOQI ^~\fV\l 11\fHdJ.S3M NHor
LSOO €E LZ-8 L L-90 0900 €E L Z-S L L -90 61700 €E L Z-8 L L -gO
SZ17S9 Nf,^,1 3dOH M3N 8ZvSSNW 3dOH M3N Blv99 NW 3dOH M3N
N 3^ V ~3!~nS vvvS N 3^ V ~31.V\lnS SEtS N 3^ 'tf ~31l^JnS 8Zv9
.lO~)llIHS 1^~3H:>/OO~ :110M 3INNO:)/3:>n~8 NNVLhJ 3NVf/13VH:>IV\I
81700 E€ L (;-8 LL -gO LvOO EE L Z-8 L L-90 9vOO EE L z-a L L -90
SZvSg NW 3dOH M3N 8Zv99 NW 3dOH M3N SZvSg NII\I 3dOH M3N
N 3^ V ij31WnS 9Zi'S N 3^ V ONVlSI 3aOH~ LZt9 N 3^ V aNVlSI 3QOHtI 6ZvS
13ElNV 31~VV\I N3013 NHor I VI 0 )lIli'11 8
SvOO EE l (;-8 ll-9O vvOO EE L Z-S LL -90 EvOO CE l(;-8 L L-9O
8ZvS9 NW 3dOH M3N 8ZvSg NII\I 3dOH M3N 8(;1'99 Nrr^1I 3dOH M3N
N 3^ 't QNVlSI 300Hl:t EEv9 N 3^ 't ONVlSI 300HtI LEtS N 3^ 't l:f31~nS gze;g
1~\fW \fS3~3HlJ31Va J..SlnO~lV' w/alV~3D l.H:>3J.n )f/S3~vr
ZvOO EE ~ (;-8 L L -90 L vOO EE LC:-9 L L-SO OvOO EE LZ-S L L-9O
8Zv99 NL^tI 3dOH M3N 8ZvS9 N~ 3dOH M3N 8ZvS9N~ 3dOH M3N
N 3^ V H31wns 60179 N 3^ 'V Cl31wns E L t9 N 3^ V ~31.WnS L L 179
an~3dV\lO)l S11N 113~OJ. SVV\lOHl. el3ZVl II\IVllllM
6€OO EE L (;-8 L L -90 SEOO E€ L (;-8 L L -90 LEOO EE: L Z-S L L -90
8~'V99 NfI\I 3dOH M3N 8lvS9 NW 3dOH M3N SZv99 NW 3dOH M3N
N 3^ 'f 'fINV' ^ 'ASNN3d ZvE9 N 3^ V NOD3~O EvES N 3^ "I N083~O 617e;9
}J3NJ..~'v'E> llE)~I^ NOl::J}J\fW 3/N31~ OE>NIW 3/3:lN3HM V'1
v900 vE L ZooS L L -gO E900 vE L ZooS L L -gO Z900 tE L ZooS L L -so
SlvSS NW 3dOH M3N
SZ1199 N~ 3dOH M3N 8ZvS9NW 3dOH M3N N 3^ V NO~3~O SvES
N 3^ V NOE>3~O 99E9 N 3^ V NOD3l:10 Zve;9 V'J :JO lSnH1S~3)tN't8
N3SN3J..SI}JH::> NVI}jOV ON'VIOd JJ:1380}j N}j0833}j:J d/a
L900 vE LZ-S L L-SO 0900 vE L Z-S L L -SO 6900 vEL Z-SL l-SO
Z:L€S9 NL^J 3>1'V1 ~Ol~d 8ZP99 N~ 3dOH M3N 8Zv99 NfI\I 3dOH M3N
}jl:.l tl31. VM3Sla3 96 L 9 L N 3A \f H1.99 SOLL N 3^ "I H1S9 DOLL
E>Nll11H:)S 'VI3WV'd/S3V\1Vr A3Sd~3a \fNVO NOSl::I313d 3N31}jV'
6600 EE L ZooS L L -90 8600 EE L ZooS L L -gO L6DO EE L Z-8 L L -gO
8Zv99 NII\I 3dOH M3N SC;v99 NW 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^ V HiS9 vZ:9L N 3^V H199 9L9L N 3^ V HiSS B09L
SSn8 113MOl H.lN3l::10 8lW NOSI03 AO}j
9600 EE L Z-8l L -gO 9600 EE L ZooS L L -gO v6Da E:E L Z-8 L L -gO
SZv99 NW 3dOH M3N 8(;1795 N~ 3dOH M3N SZvSg N~ 3dOH M3N
N 3^ 'V ~31V\lnS 6099 N 3^ 't ~31.WnS OZgg N 3^ 'V ~3lV\lnS6 L 99
..LNVJS30 HJ..3NN3)1 >1310 >I:>n:J1. \fd ij31SS3>1 AV\lWV l/311\10tl
9800 EE L ZooS L L -gO 9800 EEL Z-8 ~ L -gO vaoe EE ~Z-8 L L-9O
8ZvS9 NW 3dOH M3N BZvS9 NV\I 3dOH M3N L vpgg N~ Hl.nO~^ ld
N 3^ V l:I31.V\lnS 6999 N 3^ V tf3..LV\lnS OZv9 N VI M31^>lVO 90LZ
3itf3811V'l rlS3:lNVtf:l )f:>I~tJV8 'v'IHl.NA:> Cl31aN'tH::> 313aV/lnVd
Z80D EEL ZooS L L -gO 0800 EE LZ-B L L-9O 6LOO EE LZ-8 L L-9O
SZP99 N~ 3dOH M3N
8Zv99 NW 3dOH M3N N 3^ 'V ~3..lWnS 00P9 BZvS9 N~ 3dOH M3N
N 3^ V l:I31.V\lnS 90i19 ~3111W ~/HSO)l~V')I r N 3^ V aN'VISI 300Hl:I LOv9
ZJ..nl 3N31tl\f ONnl>13 NVSnS/ ^~H'VI ~31VD AONI:J/ ^~~3l
BLOC EE LZ-B L L-90 LLCO EE L ,-8 L L -gO SLoa EE LZ-SL L-SO
8Zv99N~ 3dOH M3N 8ZvS9 NV\I 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^ V ONVlSI 3aOH~ 60119 N 3^ VON'VISI 3aOH~ E L tS N 3^ 'V QNV1SI 3GOHti SC;v9
NOll1a 31131};fVHJ H:>\fN3:1:1n~ 3^31^3N3D NOSNHor 031
gLOa EE LZ-9 LL-9O vLoa EE LZ-B L L-SO ~LOO ~8 L Z-g L L -90
8Zv99 NV\I 3dOH M3N
8Zv99 N~ 3dOH M3N 8Zv99 N~ 3dOH M3N N 3^ 'V ONVlSI 3aOH~ 80119
N 3^ 'V aN'VISI 3aOH~ Ol:v9 N 3^ V ON'VISI 3aOH~ 9 L 1'9 0131.:1NVJ 8
ctHn.lS a3~allW DNlllIH:lS S3~Oloa WOl:jl.SDNICI N3l:1\01
ZLOO€€ LZ-8LL-9O LLOO E€ LZ-8 L L-9O OLOO €€ L l-8 l L -gO
8ZV99 N~ 3dOH M3N SZvgg NW 3dOH M3N Blv99 NL^.I 3dOH M3N
N 3^ V ON'VISI 3aOH~ OOtS N 3^V J383nO LOtS N 3^ 'V ::>383no GOPS
ZSI3M NI^3)1 NO>U:IV'L^J A31HIHS/30A 1:> ON\f1SS0:J S3V\1Vf
6900 C€ ll-B L L -gO 8900 CC L ?;-B L L -90 L900 C€ LZ-g L L-9O
9 ~ 1799 N~)td SlnOl is
S 3^" VMVllO 900E 8Zv9SNW 3dOH M3N 8ZvS9 N~ 3dOH M3N
SH3Ni~'Vd l:JN8 N 3^ V NISNO:>SIM 8 L99 N 3^ V NISNO:>SIM OE9S
dl:fOJ ~1\f1~SI08 NOSd~OH.L ONOWA 'o'}:I WO}:l.LS~3aOS N313H
ELOO Lv LZ-B~L-90 Z LOO L i' LZ-8L L-90 L LOOLv LZ-8L L-90
L vv99 NV\I H.1nOWA ld 8ZvS9 NW 3dOH M3N SZv99 NW 3dOH M3N
N \f1 S3^1 OZE L N 3^ V Hl.SS 6Z L8 ~IJ NISNOJSIM 01169
SN0881D 31'I:>nl/Al:JVD NOSl:J3N331.S or ^~fvV\l/NHor l:I3H:>13 ADE>3d/3NA \:1M
o LOO L t LZ-S L L-90 0900 v L LZ-8 L L-90 6900 v L L Z-S L l-90
8Zv99 NW 3dOH M3N 8Zv99 NW 3dOH M3N 8Zt7S9 NW 3dOH M3N
N 3^V HiSS OL La N 3^ V HiSS 00 LS N 3^V HiSS SELS
HilVtJS 1/~ NOS~3aN\:I 11'tD/S\f1~nOa Nlf 33)1 3311\I
L900 t L LZ-S L L-90 9900 vL LZ-8LL-90 8Z00 vL LZ-BL L-90
8ZvS9 NW 3dOH M3N 8ZvS9 NII\I 3dOH M3N BZv99 NW 3dOH M3N
N 3^ V NISNO::>SIM 9Z89 N 3^ V NISNO:>SIM tEaS ~I:> NISNO:>SIM 0069
NHn~8 NHor \f1 0>1 I B/31VD N3HE>A01 3E>~03E>
Lzoa v L LZ-B l L-90 9Z0D i'L L (;-8 L L -90 9Z00 17 L LZ-8 L L-90
8ZvSS N~ 3dOH M3N 8lvS9 NW 3dOH M3N 8Zv99 NfI\I 3dOH M3N
HIJ NISNO~SIM OlSS ~I:> NISNO:>SIMOZ69 ~IJNISNOJSIM OE6S
NOS13N 113MOl 331 V\I/Noa~OD Hdl0an~ 3N~3^ Vl
vZOO v L L Z-8l L-90 ElOO 11 L LZ-Sl L-90 ZZOO v L Ll-8 L L-90
8Zi'99 N~ 3dOH M3N 8ZvS9 N~ 3dOH M3N 8Zt'S9 NV\I 3dOH M3N
HI:> NISNOJSIM 0965 ~I:) NISNO:>SIM L v69 ~IJ NISNO:>SIM L E69
A003 NI^~V'~ Oll.n V'l=I 3A'V :t/Noa )I~381383n)l il=l380~
SLOO vL LZ-SL L-90 SLO'O tL LZ-BLL-90 LLOO vL LZ-8LL-90
8ZvS9 NV\I 3dOH M3N Slv99 NW 3dOH M3N SlvS9 NV\I 3dOH M3N
ijlJ NISNO:>SIM LC:S9 ~I:> NISNO:>SIM L L69 ~I:> NISNOJSIM L06S
SNHor S/13V'H:>IV\J N33aNV'S V'~V8ctV8/a1\fNOl:f A'Vdna WVll11M
9 L 00 17 1 L Z -8 L L -90 9LOO 17L LZ-8L L-90 v LOO v LL(;-8 L L-90
8(;1799 N~ 3dOH M3N
8ZP99 NV\I 3dOH M3N 8Zv99 NW 3dOH M3N N 3^ V 'fIN\' ^ lASNN3d 6vES
N 3^'t.H.L69 6LL8 N 3^ 'f \fINV ^ '^SNN3dEvE9 SClIV:I:fv Sl.3A :JO NIWOV
E>l::I380Nll :>/l:J aN\f1~3HJ.ns NOIl:JVW NOS~3aN\f r
ZOOO v L LZ-8 L L-90 ZLOO vE L (;-8 L L -90 LLOO vC LZ-B L L-9O
S(;v99 NV\I 3dOH M3N 8ZvS9NW 3dOH M3N 8lv99 N~ 3dOH M3N
N 3^T/ T/IN'V^lASNN3d 99t;9 N 3^'" V'INV^'ASNN3d L9E9 ~a 13VHd\f}j 1.5 SOv L
~3WW3H \f1:>1~J. Vd Nl:JOH}:j3W~3H~S \fl:tn\f1 )lAZJOIMVa SVV\lOH.l
OLOO vE LZ-9 L L-90 6900 vE L Z-S L L -90 8900 vE L (;-8 L L -90
SZv99 NW 3dOH M3N
8lv99 N~ 3dOH M3N N 3^" VINVA1ASNN3d t9E9 SZv99 NW 3dOH M3N
}ja 13\fHdV'~ is 9 L vL ~3llAn}:i3a J N 3^ 'V \fINV' ^ 'ASNN3d 8vES
NOS10 A~fv~ 3nE>Vl. VI Hl.NA:>/ A3H:I:J3r 3NV1 NHor
L900 t'E L ?;-8 L L -90 9900 vE L l-8L L -90 9900 v€ L (;-8 L L -gO
8'Zt199 NW 3dOH M3N 8Zt199 NV\I 3dOH M3N 8ZvS9 N~ 3dOH M3N
N 3^ 'V NISNOJSIM ZE6t N 3^ V NISNO:>SIM vZ6v N 3^ VNISNO:>SIM 9 L6t
N08WOld NLLN3nO N3SN3iSI~HJ 01VNOa 3)1SV~80S NVW~ON
tyOO v l LZ-8 L l-LO ZtOO vl LZ-9 L L-LO LvOO vL LZ-8L L-LO
8ZtS9NW 3dOH M3N 8Zv99 NW 3dOH M3N 8Zt99 NW 3dOH M3N
N 3A V NISNO:lSIM 8061' N 3^ V 'VINIElijl^ 6061' N 3^V V'INI~~I^ LL6v
N3an 3Nvna NOSNHorlH'v'3 VOl::l3nE>l:I OON\fNl::I3::1
OvOO vl LZ-SL L-LO 9EOO vL LZ-8L L-LO trEOO 17L LZ-9 L L-LO
8'lv99 NW 3dOH M3N 8'Zv99 NW 3dOH M3N Sl;v99 NW 3dOH M3N
N 3^ V VIN1E>~I^ 9Z6v N 3^ V V'INIE>l::Il^ EESt' N 3^ V V'INIDl::Il^ l i'6i'
S3V\111M VONlllNOlA V1~ 31ll3H 3~N3l:1MV1 NMOl:J8 3JNV l.SNO~
EEOO vLLZ-SL L-LO ZEOO tL LZ-8L L-LO ~~ LEOO 11 L LZ-9 L L-LO
SZv99 N"" 3dOH M3N 8lvSSNW 3dOH M3N 8ZtSS Ntf\I 3dOH M3N
N 3^ V VINIE>l::IIA 6t617 N 3^ V VINIE>~I^ L9Si' N 3A V VINIEll::llA 99617
l:I3J.N3dl::lVJ N\f ^ \iNOa NOSNVI1Sll::lH~ VNNnAlll3H8 ij3W13~ 3111:>nl
0800vL LZ-8LL-LO 6Z00 11L Ll-8LL-LO 8Z00 V L LZ-8 L L-LO
8Zv99 NV\I 3dOH M3N 8Ztr99 NV\I 3dOH M3N 8~'VS9 NII\I 3dOH M3N
N 3^ V 'VINIE>HI^ ZL6v N 3^ V V'INID~I^ v96tr N 3^ V 'VtNIE>HI^ 99617
aNV~8 31880~ ~vw >l3l:JV:J31:J VIA 'AS/M3Hll VLt'4 NOSN31J:fVW tI
ZZOO vL LZ-8L L-LO LZOO vL LZ-8LL-LO OZOO V L L l-8 L L-LO
8ZvS9 NW 3dOH M3N 8'ZvS9 N,^, 3dOH M3N SZvS9NW 3dOH M3N
N l:UJ VINID~I^ 8v6v N ~IJ VINIDl:fI^Ov6v N l=JIJ VINIDHI^ ~E6t
N^SV~VH S3wvr 51M31 AO}:l31/Z3NI NV~)lJ\0I 3::>N3~M 'Vl
6LOO vL LZ-8LL-LO 8 LOO V L LZ-S L L-LO LLoa vL LZ-8LL-LO
SZvSS NV\I 3dOH M3N SZvSS NV\I 3dOH M3N 8ZvS9 NW 3dOH M3N
NHI:) V'INID~I^ vZ6v N 3^V VINIDHI^ 9L6v N 3A V VINID1:U^ 806v
NI..lSnE>nV SLLl:Jn:> NOS13N NONl:J3^ NOSNHor l:f3DO~/3:>INvr
9LOD v L LZ-8 L L-LO 9 LOO 17 L LZ-8 L L-LO tLOO vL LZ-8LL-LO
SZ17Sg NV\I 3dOH M3N LZv99 N~ 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V VINIEl~I^ 0061' N 3^ V \0IJ..3NNIM 81' L tr N 3^ V NtSNO:>SIM 9€99
)fINH~3Ha OHVHJIH L az# aSI ~HnlS NON~3^
CLOO vL LZ-8LL-LO LOOO tt' LZ-8L L-90 OZOO L 17 LZ-9 L L-90
BZvS9 N~ 3dOH M3N EvE99 NW SNI>ldOH 8~v99 NV\I 3dOH M3N
N 3^ V NISNO~SIM 9ES9 N 3^ V HiL L L N 3^ V NISNOJSIM L Zgg
~Hnl.S NONl:f3^ Ol:lO:JM V'l:fJ r/01VNOl::l S3nO\fr A~fv'W/Hd10aNV~
6 LOO L tr L(;-B L L-90 8 L 00 L V L Z -8 LL -90 L LOO L 17 LZ-S L L-90
8ZvS9 N~ 3dOH M3N SZvsS Nr,t 3dOH M3N 8ZtSS NW 3dOH M3N
N 3^ V NISNO::>SIM 6 L99 N 3^ V NISNO::>SIM 9 L 99 N 3^ V NISNO:>SIM 9099
NI..LN3dV~~ V 3)fJ.03nl S3wvr NVtNHJV::I NV'or
9 LOO Lv LZ-S L L-90 9 LOO L 17 LZ-9 L L-90 't'LOO L 17 L G-S L L-90
BlvS9 N~ 3dOH M3N 8lvS9 N~ 3dOH M3N 8ZvS9 NV\I 3dOH M3N
N 3^ 'V NOE>3~O gEES N 3^ 'V HiSi' 9 L98 N 3^ V H.lSv 8098
NOSCl31d 3N'VIO/3::>N3b1n\fl 01V'M3DNIS NVor/.ll::l380tl Cl3A \fH.L AtlVfI\J3S0l::l/Sn..L31~
8000 LZ LZ-8L L-80 SZOO Zv LZ-8 L L-LO vZOO Zv LZ-8 L L-LO
8ZvS9 NV\I 3dOH M3N 8ZvSS NV\I 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V \fllno'V 9Z817 N 3^ V \fllnoV' E~Bv N 3^ V \fllno'V L vat'
N3 N011A)lS31~VH:> 3D03H A::>NVNl)l~VW a NOW V\I n tlQNVO r / ~ VllllM
EZOO Zt LZ-8 L L-LO ZZ;OO Zv Ll-8 L L-LO LlOO lv LZ-8 L L-LO
8ZvS9 NW 3dOH M3N SlvS9 NV\I 3dOH M3N 8lv99 NII\I 3dOH M3N
N 3^ V \fllnov evav N 3^ VH..L8v L L98 N 3^ V Hl.8v 6098
NOS800H 3:JllV/S31l:lVH:> a~VH:>I~ rlS3~vr N3SHOS Nvsns/ AtltI\f1
ozoo Zt LZ-8 L L-LO 6 LaO ZvLZ-8 L L-LO SLOC Zv LZ-SL L-LO
8Zi'S9 NII\I 3dOH M3N
8ZvS9 NW 3dOH M3N 8Zv99 NV\I 3dOH M3N N 3^ V \fllnov S08t
N 3^ V Hl.Si' L09S N 3^ V Hl.etT E6ge ij3H:lSI:I 3NNIClO:>
A 113>111>1 VI::>ltll Vd/131Nva tl3>1t1V8 3::>NV'l NVV\lHS'r/J N3^3.lS
LLOO Zt LZ-B~ L-LO 9Loe Zv LZ-BLL-LO 9LOO lv LZ-8~ L-LO
SZv99 NW 3dOH M3N Slv99 N~ 3dOH M3N 8Zv99 NV\I 3dOH M3N
N 3^ V \fllnoV' 9 L St N 3^ V \fllnoV' vl8v N 3^"V \fllnoV' ZE8i'
NOStJ30NVNHOf/WI>I H:>INO.LNV A 1~3^38/N3^3.lS 3.LIHM 31~~V:>/S\fl~noa
v LOO Zt LZ-S L L-LO E LOO Zv LZ-S L L-LO Z LOO zv LZ-B L L-LO
SZPSg N,^, 3dOH M3N
SZvSg NW 3dOH M3N 8ltS9 NV\I 3dOH M3N N 3^ V NISNO:)SIM EL6v
N 3^ V \fllno'V 011817 N 3^ 'V \fllnoV' 811811 A.llV'3~ ON\fl Nl:I3HJJ:lON
SS3N Hl.3NN3)1 338V'~~\fl )lIt:! N3380l:l.lS GIAtlV'
L LOO It LC;-8 L L-LO o LOO Zv LZ-9 L L-LO OLOO v L LZ-9 L L-LO
SZv99 N~ 3dOH M3N BZv99 NV\I 3dOH M3N 8Zv99 N~ 3dOH M3N
N 3^ V NISNOJSIM 606t' N 3^V NISNOJSIM LL6v N 3^ V NISNO:>SIM SZ6v
NOSH3Q3d >I/31VO SIM31 Nvor/.LH380tJ l:tf NOS10 CI
9900 i'L LZ-8 L L-LO v900 17 L LZ-S L L-LO E900 vL LZ-8L L-LO
8Z1799 NW 3dOH M3N 8Zv99 Nr.J 3dOH M3N SZvSg NV\I 3dOH M3N
N 3^ V NISNOJSIM E€6v N 3A V NISNOJSIM 1 v6v N 3^ V NISNO:)SIM 6t'6v
NOS13N A 1H38WI)I/N311V NNVV\l1HV is 313H~lw/al^ va ~3.lNIVd HdlVtl
Z900 vL LZ-8LL-LO LSOO vL Ll-8L L-LO 0900 vL Ll-8L l-LO
8Zi'S9 N~ 3dOH M3N 8ZvSSNW 3dOH M3N 8ZvS9 NV\t 3dOH M3N
N 3^ 'V NISNO:>SIM L96v N 3^ 'r/ NISNOJSIM 996v N 3^ 'V H.L09 6 ~ L 8
SIM311 3.l0~D 3NA\fM N3S131N S3l:10130/1C1V':J
61700 17 ~ L~-8 L L-LO BvOO 17L LZ-8L L-LO LtOO v~ LZ-SLL-LO
8Z1799 N~ 3dOH M3N 8ZvS9 Nr,t 3dOH M3N SZv99 NL^J 3dOH M3N
N 3^ V NISNO:>SIM 99Sv N 3A V NISNO:>SIM Bv6v N 3^ 'V NISNO:>SIM Ov6v
NOS.lVM 3NNvznS/3Jn~8 ONnldSV 3VW 'V J.1V SS3H .l~3813a
9POC VL LZ-8LL-LO SPOD vL Ll-8L L-LO 171700 i'l L {;-8l L -LO
9vvS9 NW HinOV\lA ld 8Zv99 N~ 3dOH M3N 8lvS9 NW 3dOH M3N
N 3^'V .lSL9 SLSEL N 3^'V V'IN\f^'ASNN3d 6vZ9 N 3^V VIN\f^lASNN3d LOES
ONOV\lWVH S3WVf 3NV'tI:> 3NNVZnS/NVU:18 Stl3M08 v 113}:101/01^ va
BEOOl Z L Z-S ~ L -so LEOO LZ lZ-8 L L-SO 9EOO LZ L Z-8 L L-80
8Zv99 NW 3dOH M3N 8Z1"99 NW 3dOH M3N Sl17S9 NW 3dOH M3N
N 3^ V VINV ^ lASNN3d LOES N 3^ 'V V'INV' ^ lASNN3d E L E9 N 3^ V VIN'v' ^ lASNN3d 6 L E9
wnl~ 'Vll3Nl:fv/AH.LOWI.L SE>E>Il:f~ ~3E>Ol:l NOSNI>t:>Ia S3~vr
SEOO LZ LZ-8 L ~-80 vEoa L z: L Z-S L L -80 EEOO LZ L Z-8 L L-SO
8~v99 NV\I 3dOH M3N SZv99 N~ 3dOH M3N ZZtS9 NW 31vaSNI880tJ
N 3^V VIN\f^'ASNN3d 9ZE9 N 3^'V VINV^lASNN3d LEES N 3^ V znl::lJ \f~3^ se: L 17
NOSNHor r/M3E>Otl ZlOH:>ne l:I/Ol'VNoa NOSNHor 0/331
ZEOO LZ LZ-8L L-80 LEOO LZLZ-8L L-80 OEOO LZ LZ-8 L L-80
8ZvS9 N~ 3dOH M3N
N 3^ V 'VINV ^ lASNN3d gEES 87;1799 NV\I 3dOH M3N 8Z1799 NW 3dOH M3N
3snOH 13NVr N 3^V 'VINV^lASNN3d OEE9 N 3^V VINV^1ASNN3d tZE9
3DOIl:f8MOl:t1. .l3NVr 3t1ldS13QNI>t N'tor/lnVd NA~ NV ^ vaNll/a~VHJ'tI
SZ;OO L Z L Z;-S L L -80 SlOC LZ ~Z-8 L L-80 LZOO LZ LZ-8L L-80
8'lvS9 NW 3dOH M3N
8lv99NV\I 3dOH M3N N 3A 'r/ \fINV' ^ 'ASNN3d Z L E9 8~v9g N~ 3dOH M3N
N 3^ V VINV ^ 'ASNN3d S L E9 JO)fv' ^ d/H N 3^" \fINV^'ASNN3d gOES
J..~383 SAOV1D A 113)15 )I::>I~J. Vd l:t383ntl>l SI01/NV' AI
9Z00 L l: L ,:-8 L L -80 9Z00 LZ LZ-8 L L-80 t'ZOO LZ LZ-8 L L-80
8Z1799 NV\J 3dOH M3N SZvSg NV\I 3dOH M3N 8Zv99N,^, 3dOH M3N
N 3^V VINV^lASNN3d DOES N 3^V a~~g OLvL N 3^ V N003t10 LO€9
NOl.NV 1S )fJIl:tl. Vd A V'l:tD l.Cl380H S303nD AtlClVl
€ZOO LZ ~Z-8 L L-80 ZZOO LZ LZ-8 L L-80 LZOO LZ LZ-8 L L-80
BZv99 NL^J 3dOH M3N 8lP99 NV\1 3dOH M3N SZ'V99N~ 3dOH M3N
N 3^ V NOD3~O LOCS N 3^V NOD3t10 ELE9 N 3^ V NOE)3~O 6 L e;9
l:!3.lSU::f8 1^~3HS I>lS13IDVr 3NIJ..SI~H:> E>tl3S0NI' llO:.lS
OZOO LZ LZ-9 L L-80 SLoa LZLZ-BLL-SO BLOC LZ LZ-8LL-80
SZv99 NVtj 3dOH M3N SZ1799 N~ 3dOH M3N 8Zv99 N~ 3dOH M3N
N 3^ V NO.~3t10 sze;g N 3^ V NO~3HO LEES N 3^ V NOD3~O LE:€9
)I~VV\1aNnl VSll SI03~ijn08 Aonr 13~na H138/>ltfv'V\I
L LOO LZ LZ-9 L L-BO 9LOD LZ LZ-BLL-80 9LOD LZ LZ-8LL-80
8ZPS9 N~ 3dOH M3N
SZPSg NW 3dOH M3N N 3^ V NOE>3~O 90ES 82:1799 NW 3dOH M3N
N 3^ V NO~3~O DOES A31~lno J/IS3HJ:>nl W N 3^ V NOD3t10 Z L e;9
H~n8 't~\f8~'V8 NV111V\1:>~ A~\fW NOS10 .L~380~
vLOO LZ LZ-8LL-80 ELOO LZ LZ-BLL-80 Z LOO LZ LZ-B L l-80
8(;1799 N~ 3dOH M3N 8ZvS9 NW 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^V NOD3~O aLES N 3^ V NOD3HO 17ZE9 N 3^ 'V NOD3e10 OEE9
M010Hl.H\f8 3N3110r/DI'ttt:l ssns 't 1~380~/)lHVV\l WJ.^JLL .LtJ380Cl
LLOO LZ LZ-8L~-80 OLOO LZ LZ-8LL-80 6000 LZ ~Z-BL L-80
8(;1799 NV\I 3dOH M3N 8ZvS9 NW 3dOH M3N 8l:tS9 NW 3dOH M3N
N 3^ V NOD3l:10 90(;9 N 3^ V NOD3~O Z LZ9 N 3^ V ONZ9 EZEL
S)l33M S l=j3A3W M 013:1>1:>38 ij
8900 LZ LZ-8 L L-SO L900 L Z LZ-8 L L-BO 9900 L l LZ-8 L ~-BO
8'Zv9S NW 3dOH M3N
N 3^V QNZ9 LLE:L 8Zv99 NW 3dOH M3N 8Zv99 NW 3dOH M3N
NOSNVMS Vlij01D N 3^ V NOD3~O 8 L 'Z9 N 3^ 'V NO~31:10 t'ZZ9
N'VDV3~ A3S0Nll DNI~H30D SI~)I V'>I303VWH:>S Ol:lV'MOH
9900 LZ LZ-SL L-BO 1"900 LZ LZ-9 L L-80 E900 LZ LZ-8 L ~-80
8(;1799 NW 3dOH M3N 8ZvS9NW 3dOH M3N 8Zt99 NV\I 3dOH M3N
N 3^ 'V NOD3~O OEZ9 N 3^ V NOD3):JO 9€Z9 N 3^ V NOt>3HO ZvZ9
~H383IH3)1/Hd3S0r ZnClJ V1 30 A 113)1/331 NHO~)I AHl.O~Oa
Z900 LZ LZ-S L L-SO L900 LZ LZ-8 L L-80 0900 LZ LZ-8L L-80
SZv99 NIi\I 3dOH M3N SZv99 NW 3dOH M3N SZvgg NII\I 3dOH M3N
N 3^ V NOD3~O 8v~9 N 3^VOHC9 L LvL N 3^ V 'tINV' ^ lASNN3d (;v(;9
~3QNV110H SV',^,OHl H:>O NHor l.Cl380l:l W\fH\'fHD 11:>3:>
6900 LZ LZ-9 L L-9O 8900 LZ LZ-8 L L-80 L900 LZ LZ-8l L-80
8~t'9S NW 3dOH M3N
SZ17S9 NW 3dOH M3N 8ZvSSNV\I 3dOH M3N N 3^ V 'tINV' ^ lASNN3d 17ZZ9
N 3^ 'V \fINV' ^ 'ASNN3d 9EZS N 3A\f VINV^'ASNN3d OEZ9 H13S0Nns V
Nll.l:IV'W 13ZVH/13VH::llffttl 3NV3>1 NHor NOS)l::>n:la3~:I 3::lV11VM
9900 LZ LZ-9 L L-80 9900 L ZL Z-8 L L -BO 17900 LZ LZ-SL L-80
8Z17SSNW 3dOH M3N
8(;1799 NW 3dOH M3N N 3^ V VINV ^ lASNN3d Z L Z9 8(;1799 NW 3dOH M3N
N 3^" V'IN'V^'ASNN3d 8L~9 .1SlnOE>NnOA ~3:1INN3r N 3^V NO~3~O ELZS
H:>O NV~O~ l:f3H::>sna llO::>S ::>V'Z3l::1 NVSnS/O}:lVHJll::I
E900 l Z L Z-B L L-SO Z900 LZLZ-8 L L-BO L 900 L Z L (;-8 L L -80
8Zv99 NV\1 3dOH M3N
8Zv99 Nt.^.I 3dOH M3N 8ZvS9 NV\I 3dOH M3N N 3^ 'V NOt>3l::10 l €Z;S
N 3^'" NOD3~O 6LZ9 N 3^ V NOE>3l:10 9ZZ9 I>lSN1138 V
N08l::10N 3 N3SHd3S0r AH.lOClOa ddVN>I OlVNoa
0900 LZ L'Z-8LL-80 6tOOLZ LZ-8 L L-80 81700 LZ LZ-B L L-80
Sl179SNW 3dOH M3N 8'Z'l'SS NW 3dOH M3N 8Zt99 N~ 3dOH M3N
N 3^ V NOD3~O LE'Z9 N 3^ 'I NOE>3HO Evl:9 N 3^':f VINV'^lASNN3d tOZ9
NOSlijV::> 13l::1nV1 :lnV1V\1n 3Nvr/N11l::10 NOSlllO:> 1.~380ij
LvOO Ll: ~C:-8 ~ ~-80 9vOO L~ LZ-8L L-SO 91700 L'Z LZ-8 L L-SO
8Zv99 N~ 3dOH M3N Blv99 NW 3dOH M3N 8'lv99N~ 3dOH M3N
N 3^ V VINV ^ 'ASNN3d LOZ9 N 3^V' \fINV'^'ASNN3d E.~Z9 N 3^V VINV^'ASNN3d 6LZ9
>I:>383.lNn!S NVWOl:l >llV^30 3IHOr}:i'VW V'M310H 3NNV
vvOO ~z ~Z:-8 L L-BO €vOO LZ LZ-S L L-80 ZvOO L Z L Z-S L L -80
8Zv99N~ 3dOH M3N 8lvS9 NW 3dOH M3N Blv9SNW 3dOH M3N
N 3^V V'IN\f^1ASNN3d 9ZZ9 N 3^V VINV^lASNN3d LEZ9 N 3^V VINV'^'ASNN3d LEZ9
313H:>3ns VIJlijlVd NOSNHor OA011 ~r 3H0fi\4S13 V
LvOO LZ lZ-8 L ~-80 OvOO LZ LZ-8l L-80 6€OO LZ LZ-8 L l-80
8'lvg9 NW 3dOH M3N 8ZvS9 NV\I 3dOH M3N Sz;.,gg NW 3dOH M3N
N 3^ 'I ::>383nO E ~ ES N 3^ V ::>383nO L L ES N 3^ V :>383nO L ZES
N3SN3.LSIHH:> lINHOr Hl~OM~NI113 'tl:ln'i1 N'i111:111D V'S3~31
L€OO ZZ L~-8L L-80 OEOO ZZ L Z-8 L L -80 6Z0C ZZ L Z-S L L -SO
8Zv99 NW 3dOH M3N
8ZvS9 NW 3dOH M3N 8lv99 NW 3dOH M3N N 3^ V ~3lWnS O€E9
N 3^ 'V :l383nO 9ZE9 N 3^ 'V :l383n06Ze;9 S3^ V~D \fHSI~l
A3HHdWnE> N33N'tr/)l:>1~3a3}J:I NOSNOV\lIS AWWO.L Nll1VM 131NVO
SZOC ZZ .L Z-S L L -80 LZOO ZZ LZ-8 L L-80 9ZOO ZZ L (;-8 L L -80
BZvS9 NW 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^ V li31.WnS vl:C9 N 3A V ~3l.V\lnS 8 L E9 8C;1799 NV\t 3dOH M3N
lH:l31n )I/S3WVr ASS3NHE>nVHJS All \fd N 3^ V ~3.lV\lnS Z L €9
l.HE>nV ^ NA 10~V:> 013H sso~ A3Nl~nOJ:>W 13V'H:>I~
SlOO ZZ L Z-S L L -80 vZOO ZZ L Z-S LL -80 EZOO ZZ L Z-S L L -80
SZv99 NW 3dOH M3N 8Zv99 NV\I 3dOH M3N 8ZvS9NLI\t 3dOH M3N
N 3^ V ~3.LV\lnS90C9 N 3^ V l:i3l.WnSOOE9 N 3^" O~E9 Z LLL
HE>VNV ^ V>I Nlll:j3W Snl::lnVd S3NE>V/~nHl.l::IV NOS~3aNV VNVO/SVWOH..L
GZOO GG ~ z-s ~ ~ -80 ~ ZOO Z'Z: L Z-8 L .~ -80 OZOO ZZ L Z-8 L L -80
8Zv9S N~ 3dOH M3N 8ZvS9 NV\I 3dOH M3N 8Zv99Nr.J 3dOH M3N
N 3^ V OHES 90LL N 3^ V OCf€9 OOLL N 3^ V ON'VlSI 3aOH~ LOCS
lHvo\:t3QNn 0 ~3NN3B8Hdl'Vl::I .l38SIN 3:>nij8 H
6LOO Zl LZ-SLL-80 8 LOO ZZ LZ-8 ~ ~-80 L LOO ZZ LZ-8 L~-80
8Z1799 NV\I 3dOH M3N 82:1799 NtI\1 3dOH M3N 8Zv99 NtN 3dOH M3N
N 3^ V ON'i1SI 3aOH~ € L E9 N 3^V ON'i1SI 300HtI 6LES N 3^ V ON'i1SI 300Hl:i 9Z€9
NOSnDl::i3:J 318830/>I:>n:fl. Vd ONnlO 3JN3l:f01:1 vr31WS ^an~.L
9LOOZZ LZ-8LL-80 9 LOO ZZ LZ-8 L L-80 V LOO G'G' L ,:-8 L L -80
8ZtrSS NV\I 3dOH M3N 8Zv99 N~ 3dOH M3N 8ZvSS NV\I 3dOH M3N
N 3^ V ON'i1SI 300Hl::I ~ EES N 3^ V ON'i1SI 300Hl::I LEES N 3^ V V)(J.3NNIM 0089
l::I3013NH:lS S311\1Vf S38tJIZ V01IH/031 o\:tO.:laVl::I8 r/Hdl0a N\f~
ELOOZZ; LZ-8LL-80 ZLoazz LZ-8LL-80 L ~OO ZZ LZ-8L L-80
8lv99 NV'J 3dOH M3N 8~v99 NW 3dOH M3N 8Zv99 NW 3dOH M3N
N 3^'t.a~Eg 8LaL N 3^ V O\:tC9 Z LaL N 3^ V a~€g 90SL
)lIHS}3V~ a~VN~38 A3:1:1na N331Hl. V>I!)n:fv,^, NI)I:l3~ NI1>tNVH:I
OLOO ZZ LZ-9 L L-80 6000 ZZ LZ-9 L L-80 8000 ZZ L Z-8 L L -80
8Zv99 N~ 3dOH M3N 8(;1799 NW 3dOH M3N 8ZvS9 NU\I 3dOH M3N
N 3^ V Ql:IC9 OOSL N 3^ V l:I3.L~nS LOES N 3^V ~31~ns CL€9
~r SlllVi ~~o NHor 3nV:I OlOli'tH ij30VijHJS OlVNoa
LOCO ZZLZ-S L L-BO 9000 ZZ L Z-8 L L -80 9000 ZZ L Z-B L L -80
8ZPS9 NW 3dOH M3N SZ17S9 NW 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V Cf31.WnS 6 L €9 N 3^ V l:I31.WnS 9ZES N 3^ V NOD3~O oozs
113Ma~V8 N331H.lV)l/N3Hd31.S l.HJ31.n S3wvr s~vaV' lOtlVJI A~~Vl
vooa ZZ L Z-S L L -so e::OOO ZZ L Z -8 L L -80 6900 LZ LZ-Sl L-80
8Zv99 NW 3dOH M3N 8Zv99 NW 3dOH M3N 8Zt99 NW 3dOH M3N
l:IO 3N113t>NV L09L ~O 3N113E>NV 9E9L ~a 3N113t>NV L E9L
SV\lVS .L~380l:l J.HDU:fM A~Vfl\l/3E>~03~ SN\f ^3 3:>11\f/ l.ij380~
L900 ZC; ~z-s L L-80 0900 Z~ ~Z.8 ~ ~-80 a900 ZZ L Z-S L L -80
8Z-v99 NW 3dOH M3N SZv99 Nil\) 3dOH M3N 8Zt99 NW 3dOH M3N
N 3^ 'r/ ::>383no OOZ9 N 3^ V :l383no 90ZS N 3^ V :>383no Z L Z9
H:>S~IH A~VW N'VNE>30 NHor ~3dV\t3n)l ~/S3W\fr
8900 ZZL Z-S L L -80 L900 ZZLZ-8 L L-80 9900 ZZ L Z-8 LL -80
8Zv99 NW 3dOH M3N 8Zv99N~ 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V :>383no 8 L Zg N 3^ 't/ J383no v~Zg N 3^ V :>383no OEZ:9
NOSNHOr>l:lVr )I:>O~:JlNI~ 3NVIO DNI~dS 1.~380~
9900 ZZ L Z-8L L -80 v900 ZZ L Z-8L L -80 -- €900 ZZ LZ-S L L-80
8Zv99 NW 3dOH M3N 8ZvS9 NW 3dOH M3N 8Zv99 NV\I 3dOH M3N
N 3^ V :l383nO ZtZ9 N 3^ V :l383nO OOES N 3^ V :>3S3no 90€9
318VS-LL VdO f/318VS ~ B3.LSI3W~3nV8 al0l:JVH )I:l3S"VH d/ A~\fD
Z900 ZZLZ-8 L L-80 L900 Z;Z LZ-S L L-80 0900 ZZ L Z-S L L -80
8ZvSS Nil\( 3dOH M3N 8ZtrSSNlI\I 3dOH M3N 8Zv99 N~ 3dOH M3N
N 3^ 'V :>383no ZLE9 N 3^ 'V :>383no 8 L €9 N 3^ 'V :>383no vZ€9
)I:>I~l. Vdll>l 31~VII\I 3S0~ O>lSU:il. 113ssn~ )1:1101. NNvor
61700 ZZ L Z-8 L L -80 81'00 ZZ L Z-8 L L -80 LvOO ZZ LZ-9 L L-80
SZvSSNW 3dOH M3N SZvSg NW 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ 't :>383no OEE9 N 3^ 't J383nO 9EES N 3^ V ONV1SI 3aOH~8v€9
N'VII\tDne SVWOHl. 11tH 3113H:>IV\l1 AH1OWLl. H3a3MHO~ V\l/13'VH~I~
91700 ZZ L Z-S LL -SO 91700 ZZ L Z-S L L -80 vvOO ZZ LZ-8 L L-80
8ZvS9 NW 3dOH M3N 8lvS9 N~ 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V ONV1SI 3aOH~ ZvE9 N 3^ V ONV1SI 3QOH~ 9EES N 3^ V ONV1SI 3aOH~ O€E9
seOOM .l3~VE>~'VV\I 31A:1 3NIHd130 J.~VHSS08 AO~13
EvOO ZZLZ-8 L L-80 ZvOO ZZ L Z-S LL -80 L trOO ZZ L Z-S L L-80
SZv99 NL'\I 3dOH M3N 8ZvS9 NW 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^ V QNV1SI 300H~ vZE9 N 3^V CNV1SI 3aOH~ 8LES N 3^ 'V CNV1SI 3aOH~ Z L (:9
E>l:fna ~3!S3' )lIH~SNHor A31"~ VI:>I~..L V'd
OvOO ZZ ~Z-8 L L-SO SCOO ~z LZ-9 LL-80 BEOO ZZLZ-8 L L-BO
ac:vS9 N~ 3dOH M3N SZtSg NW 3dOH M3N Sc:v99 N~ 3dOH M3N
N 3^ V ONV1SI 300Hl:I 90ES N 3^ 'V a~Eg 909L N 3^ 'V OijE9 009L
NOllC:> ANN38 113MW\f~8 )It:!vw VZVNS 3
LEOO ZZ ~ Z-8 L L -SO 9EOO C:'Z L Z-S L L -80 9EOO ZZ LZ-S L ~-80
8ZvS9 NW 3dOH M3N
N 3^ \f J383nO LOE9 8Zv99 NW 3dOH M3N 8~vS9 NW 3dOH M3N
SW~VH sIr N 3^ V :>383no gOES N 3^ 'V J383nO 60ES
3:>N3tJMVl 3NVla 3NI1>l J.3N'Vr/113ssn~ WV~E>:J'OM J/S3V\1Vr
vEOO ~z L Z-g L L -80 EEOO ZZ L Z-S L L -80 ~EOO C;Z L C;-S L L -80
8ZvS9 NW 3dOH M3N
8~'V99 NfI\I 3dOH M3N N 3^ V Ol:JE9 LE9L 8ZvSg NW 3dOH M3N
N 3^" a~ES LESL 3E)Nn~ V')IIij3 N 3^ V ij31WnS 07;Z9
N3Sl::J30NV' l:f/lA~V'a SNIZ SIl:fH:l :t:to~aOH E>E>3t1~
l600 ZZ L~-8.~L-80 0600 ZZLZ-8 L L-80 6800 ZZ LZ-9 L L-80
8ZvS9 NW 3dOH M3N
8Ztr99 NW 3dOH M3N ~a 3NI13~NV' 9E9L 8Zt99 NW 3dOH M3N
~a 3N113~NV Zt9L A3NOl::ftfr.l d l:IO 3N113f>NV OE9L
N30W A 113HS/ .Lel380ij l.SlnOONll S NOS~3aNV 3111^tlO
8800 ZZL Z-8 L L -80 Laoo ZZ L ~-8L L -80 980,0 ZZ LZ-8LL-80
8'lt'99 N~ 3dOH M3N 8~v99 NfI\I 3dOH M3N 8'lt99NW 3dOH M3N
tlO 3NI13E>NV' v~9L ~a 3N113tlN'i 819L ~a 3NI13E>NV' Z L9L
A3dV\l3 1~~3t)/N31E> llO:>HJJ:ION NVW~ON HIV18 VIJltI.L Vd/Ol::JVHJltI
9800 'lC: L Z-8 L L -80 v800 ZZ L Z:-S L L -80 taoo ZZ L C;-8 L L -80
8Zv99 NW 3dOH M3N 8Zv9S NW 3dOH M3N 8ZvS9 NW 3dOH M3N
ijO 3N113~NV 909L l:IO 3N113~NV 009L N 3^ V ~383no LOZS
l11E>V'W S/SV'V\lOH.L AO~..LNOt.^J NA}JH..L V')I/NIA3)1 3HO,^,11E> )I/NHor
Z800 ZZ L Z-g LL -80 L800 ZZLZ-8 L L-80 0800 ZZ ~ Z-8 L L -80
8Zv99 N~ 3dOH M3N SZvS9 NV\I 3dOH M3N 8ZvSS NW 3dOH M3N
N 3^ 'V J383nO L ZZg N 3^ V J383nO LEZ9 N 3^ V J383nO L 9Z9
tJ3E>H38N3Z..lldS H1.38VZl13 NV'WM08 HdlVl:f l:t3N1JdVE> Hd3S0r
SLOO ZZ: L (;-8 L L -80 BLoa ZZ: L Z-8 L L -80 LLOO Z;l L Z-S L L-BO
8Z1799 NW 3dOH M3N 80vS9 NLft,I SI10d\f3NNIV\I LZv99 N~ A311V ^ N30108
N 3^'r/ :l383nO L9ZS S 3^ V .lNV"SV31d ZZ6Z N 3^ V V1lnov 9 LOZ
NOSN'tMS V'IJI~lV'd SllOdS Al::I~31 HE>nVN'V ^ 'VJ M
9LOO ZC: LZ-8 LL-BO SLoa ZZ L Z-S ~L -80 vLDa ZZ LZ-8L L-80
8ZvS9 N~ 3dOH M3N 8ZvS9 NW 3dOH M3N
~a 3NI13DNV LOBL 8Zv99 N~ 3dOH M3N l::IO 3NI13E>N'V 6 L LL
NVV\111\f M V l::IO 3N113E>NV LOSL l1IH-NVMOD :>~ s
l'VMH:>V~ aaol. M3HD :>v..1 VN03/3Nvna 111H 3N3D
ELOO ZZ L z-a L L -80 ZLOO ZZ L Z-S L L -80 LLOO ZZLZ-S L L-80
SZv99 NV\I 3dOH M3N 8Zv99 NW 3dOH M3N 8Z1799 NV\I 3dOH M3N
l::IQ 3 Nll,3 DN'V E L LL Ha 3N113E>NV LOLL ~a 3N113DN\f LOLL
NOSNHor '!JIM :ldW3)1 3::>11V' ~3E>Nn~ \f~aN'fS/3~tlO3D
OLOO ZZ LZ-B L L-80 6900 ZZL l;-8 L L -80 8900 ZZ LZ-B L L-BO
8Zv99 NW 3dOH M3N Sl1799 NW 3dOH M3N 8Zv99 NIN 3dOH M3N
~a 3N113E>NV LE9L ~a 3N113ElN\f L E9L l::IO 3NI13E>NV' 9Z9L
)100:> 113N NI)I~fv'd V'1:>n:l..L \fd/NHor ~3N~3a AtlVV\t/SIOl
L900 Z:Z LZ-8 L L-80 9900 ZZ L z-S L L -80 9900 ~z L~-B L L-80
8Zv9SNW 3dOH M3N
SZvS9 NW 3dOH M3N 8Zv99 NW 3dOH M3N ):fa 3N113E>NV LOSL
HO 3NI13ElNV 6 L9L HO 3NI13E>NV' E L 9L SNll1nw Atfv'~
3snOHa13^ V/SV'r,lOH..l H~NIS aNVNV~~fvd lV')1nd S3wvr
t900 'ZZ L Z-S L L -80 &900 Z'Z LZ-8L L-80 zeOD ZZ L Z-B L L -BO
"
8ZvS9 NW 3dOH M3N
\:10 3N113DNV' Z ~BL
H::>IJ.. VNl:I3A v~aNvs/al^ va
LOLO ZZ LZ-8 L L-BO
8Zv99N~ 3dOH M3N SZvSS NW 3dOH M3N SZ;vSg NW 3dOH M3N
N 3^ V l:I3.lWnS LOZS N 3^ V H3J.wnSL Z;ZS N 3^'" a~Eg LOBL
SnVH>lJ08 3Nvr/NHor 13SSV'J. NV'^ N3Hd31S N3llnl:i OlVNoa
OOLOZZ LZ-8LL-80 6600 ZZ LZ-8 LL-SO 8600 ZZ LZ-8L L-80
8ZPS9 NW 3dOH M3N 8ZvS9 NW 3dOH M3N 8Zv99 Nt;\( 3dOH M3N
N 3^V a~ES ELaL N 3^'V O}:f~g L09L N 3^ V a~Eg L09L
31JH N331HJ.. 't)l/NHor 3)fH.L38 WVll1lM NVW.LnVl:I~ '\is 11/ AGor
L600 ZZ LZ-8 L L-80 9600 ZZl Z-S L L -80 960,0 ZZ LZ-8L L-80
8Zv99 N~ 3dOH M3N 8ZvS9 NW 3dOH M3N 8ZvS9 NW 3dOH M3N
N 3^v a~Eg EL9L N 3^ V OttE:9 6 L9L N 3^ VOHE9 9Z9L
113NIMa l.3~VE>l:fvV\l/a~:fv'H:lI~ J..N3:1N3NN3H SV1E>nOa QV.LSnNS J..~380tl
v600 l:l L (;-8 L L -80 E600 ZZ LZ-8L L-80 (;600 ZC; L Z-8 LL -80
OOOllLS A>JVnN'if
S3(ffdX3 NOISS!V!V.!OJ AW
V10S3NNW" - )118nd Ad'v'lON
A?Jtl3:i .0 3NA'tff'
I · (JOOl I rfi _ ! seJ!dxe UO!SS!WWOO AI/\l
· ~6 6l I ~!)!O Aep Lp~? S!4l ew eJo!eq Ol UJOMS pue peq!JosqnS
}JJeIJ A:t.~J
--ru7 tJ! J( TJ1lf
"pesseJppe os seoeld e4:t. pue
6u~l!eW to eoeld 84:t. U88M:J.eq I!ew s8:J.elS pel!Un Aq eO!^Jes AJ8^Uep e s! eJe~l
.pe4~B:t.lB lS!l Isaweu aA!lOadsaJ J!e4:t. 8:J.!soddo 6U~Je8dde
sesseJppe ell:). lB suosJed a4+ Ol pesseJppe Jp!edeJd Alln! uoaJ84:J. a6e:).sod 4l!M
Jsse(o :J.SJ!:J. panew (loafoJd leaJlS 966 l) l Z9 · ON :J.uew8^oJdwl :J.88J:J.S JO:l- s:J.uawssessV'
uo 6u~JeeH to eO!loN pe40Blle aql:l-o se~doo Jeloseuu~1I\I JedOH MeN l8 I!ew se:t.elS
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8Z1799 NL^J 3dOH M3N 8(:1799 NL^J 3dOH M3N 8(:1799 NL^J 3dOH M3N
N 3^ V ONV1S1 300HH 178179 N 3^ "if o N"iflS I 300H1:J 08179 80 13"ifHd'18 .is 909L
It\JVSOH8 'v'tfvl!\J'v' .l/lnVd 010:l:l'1S M/NVH.l VNOr ON"ifNI3M OH'1M03
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N 3^ '\I 8383nO 91179 N 3^ '\I :)383nO 6Z179 N 3^ "if :J383nO 88179
lJ..N3N 13'v'H:JIL^J 33::JNna S3 L^Jvr 3111^M3N 01'ifNoa/ A8'\11!\J
Z900 88 lZ-8ll-90 190088 ll-8ll-90 0900 88 l Z-8ll-90
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N 3^ '\I J383nO L8179 N 3^ 'if tJ3..LV\J ns 1717179 N 3^ 'if tJ31J^JnS 88179
11"ifHd.iS3M NHor 0001:1 '1ONI1/NI^3>1 ::110M 3INNO:J/3:>n88
61700 88 l Z-8ll-90 81700 88 l Z-8 ll-90 L170088 ll-8ll-90
8(;1799 NI!\I 3dOH M3N 8Zv99 NI!\I 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ "if H3J..L^JnS 81179 N 3^ '\I 83l.J/\Jns 9Z179 N 3^ '\I ON\f181 3GOHH LZ179
NN'\IL^J 3N'1r/13'\1H:JIV\I 13 E>N\1 31}j"ifl^J N3013 NHor
91700 88 l Z-8ll-90 91700 88 l Z-8ll-90 171700 88 L Z-8ll-90
811799 NL^J 3dOH M3N 8Z1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ '\I ON'd1SI 3GOH8 61179 N 3^ '\I GN'\I1SI 300Hl::I 88179 N 3^ '\I ONV'lSI 300H8 L8179
1\f1 0>11 L^J 8 1>I'dL^J \:18383 Hl/31\fO 1.81 nD 11\I1'\1 V\J/Ol\fl::l3 8
81700 88 l Z-8l L -gO (;1700 88 l (;-8 ll-90 L 1700 88 l (;-8 L l-90
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N 3^ "if H..L8L l17 ~ V N 3^ 'V tl3..LL^JnS 60179 N 3^ 't;f 83..LL^JnS 8 L 179
..LH38l1\1'\111I'18/N H or antl3dll\JO>l SllN 113801 SV'L^JOHl
01700 88 L Z-8 ~ l-90 6800 88 l l-8 ~ L -90 8800 88 l Z-8l L -90
L01799 NV\I Sldl!\J
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N 3^ '\I H31ll\lnS L l 179 ..L838 n'if 1 31138'10 I N 3^ 'd H31ll\lnS LZ179
83Z\7'1 1I\I'dllllM ..Ltl38n\7' 1 10tl\:l~ dtlOH..L lnH8S SINN30
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N 3^ "if 831.L^JnS 6Z179 N 3^ "if tJ3lL^JnS L8179 N 3^ \7' 83lI!\J ns ' 817t9
N OS8'd3d S311'J'dr S31t1 M d 'd l.HE:>ltJM 311111/8nH..LtJ'd
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8(;1799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N 8Zv99 NV\I 3dOH M3N
N 3^ "if H31V\ln8 l099 N 3^ 'd 83lL^JnS 0899 N 3^'d 831ll\lnS lE99
V\l13HdO ..LS3NH3 N\fV\l3800H S\f18nOa 31N'\IH 3NI\f13/01'VH3E>
0800 88 l (;-8 ll-90 6Z00 88 l Z-8ll-90 9100 88 L Z-8 l L -90
8Z1799 NlI\J 3dOH M3N 8(;1799 NII'J 3dOH M3N 8Z1799 NIf\J 3dOH M3N
N 3^ 'if l:I31ll\JnS 91799 N 3^ V' H3..LL^JnS 8899 N 3^ '\I H31ll\1nS L899
NOSH3J..3d 3N83^nl 3HOO NHor ONr30 'v'/Al138
9100 88 ll-8 L l-90 17100 88 L Z-8ll-90 ZZOO 88 l l-8ll-90
8(;1799 NJ/\J 3dOH M3N 811799 NL^J 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ 'if H..L99 809L N 3^ 'if H3..LL^JnS 6099 N 3^ 'if tJ3..LL^JnS Ol99
NOSI03 AOtJ ..LN'if:)S30 H13NN3>1 >1310 >1:)181 'ifd
17600 88 ~ l-8ll-90 9800 88 l Z-8 l ~ -90 9800 88 ~ (;-8 ~ ~ -90
8Z1799 NV\I 3dOH M3N 8Z1799 NlI\J 3dOH M3N 82:1799 NL^J 3dOH M3N
N 3^V H31lt\JnS 6199 N 3^ '\f N01AX lO1717 N 3^ '\f tJ3..LL^JnS Ol179
tI31SS3>1 AJ/\JII\J'if 1/3L^JOtJ 3dOH M3N :10 All:) )I:)I};H:JV8 VIH..LNA:)
vaDa 88 ~ Z-8l ~ -90 Z800 88 L (;-8 ~ ~ -90 0800 88 ~ (;-8 ~ l-90
l P1799 NV\J H..LnOIt\JA 1d 8ZV99 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
N '11 M31^)I'ifO 90Ll N 3^ 'if tl31V\lnS 90179 N 3^ 'if tl3..LL^JnS 00179
8310N'v'H::> 3130V/lnVd SH3MOd A..LSltJH:)/NOOH08 ONn1>13 N'ifSns/ Al:H::IVl
6LOO 88 ~ l-8 ~ ~ -90 8LOO 88 ll-8 ~ ~-90 LLOO 88 ~ (;-8 ~ ~ -90
811799 NV\I 3dOH M3N 8(;1799 NI/\J 3dOH M3N 811799 NII\J 3dOH M3N
N 3^ 'if ON'iflSI 300HH LOt9 N 3^ 'if ONV1SI 300HtJ 60179 N 3^ 'if ON'iflSI 3GOHH 8l v9
831'\19 AONI::>/ AtH:13.l NOlllO 3J..J..31H'\1H:> H:>'\1N3:1:1nH 3^31^3N38
9LOO 88 l Z-8 l ~ -90 9L0088 lZ-8~l-90 17LOO 88 Ll-8ll-90
8(;1799 NJ/\J 3dOH M3N 82:1799 NJ/\J 3dOH M3N 8ZP99 NL^J 3dOH M3N
N 3^ 'if GN'\f1SI 300HH 9(;179 N 3^ 'if ON'dlSI 300HH Oc179 N 3^'d ON'\flSI 3GOHH 91179
NOSNHor 031 HHnlS 03H011l/\J 8N1111H::>S 8380100
8LOO 88 L Z-8l L -90 GLOO 88 l l-8ll-90 lLOO 88 lZ-8ll-90
811799 NV\I 3dOH M3N
N 3^ \;f ON'\tlSI 300HtI 80179 8(;1799 NlI'J 3dOH M3N 8(;1799 NL^J 3dOH M3N
013I:::1N'd:) 8 N 3^ \;f ON\;f1SI 300HtI 00179 N 3^ \;f :)383nD LOt9
II'JOtll.S8NI8 N38V'>I ZSI3M NI^3>1 NO>lH'ifV\J A31HIHS/3GA 1:)
OLOO 88 ll-8 ll-90 6900 88 L Z-8ll-90 8900 88 l (;-8 ~ L -90
8Z1799 NV\I 3dOH M3N 8Z1799 NV\I 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ V ::>383nD 60179 N 3^V ::>383nD 8L179 N 3^ 'd J383nD 6l t9
ON\;flS80::l S3L^JVf 3Hl.'VN 8/ANOHl.N'i V'H0931S 8
L900 88 l Z-8 ll-90 9900 88 l (;-8 ~ l-90 9900 88 l (;-8 L l-90
S(;t99 NII\I 3dOH M3N
8Zt99 Nl/\J 3dOH M3N 8Z1799 NI/\J 3dOH M3N N 3^ 'if :J383nD 17 L 179
N 3^ \;f :)383nD 00179 N 3^ 'if :)383nD 0 lt9 OCl'V'83N 3N311
GNVltl3HlnS \;fH'if8HV8/01^ \;fO NOSdL^JOH..L 3:>N38M\i1 I!\Il0H 3N311
17900 88 ll-8ll-90 8900 88 ll-8l L -90 1900 88 Ll-8ll-90
8(;1799 NII\I 3dOH M3N 8(;1799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ 'd ::>383nD 81179 N 3^\;f :)383nD 9(;179 N 3^ 'd :)383nD 08179
NOS18V::> :)183 NOSNHor A3t1::1::J3f 3N11:> NN'V' NNA 1/S'if18nOG
1900 88 l Z-8l L -90 0900 88 L Z-8 ll-90 6900 88 lZ-8ll-90
811799 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N 8Z1799 NII\J 3dOH M3N
N 3^ V :>383nD (;8179 N 3^ '\I J383no 98179 N 3^ 'd ON'tlSI 300HH 98179
SnV\l3tJ Hd3S0f Nn..LS13 A883d/S3L^J\if A3NNld '\1HStI'ifL^J/3:)ntJ8
8900 88 lZ-8ll-90 L90088 LZ-8ll-90 9900 88 ll-8ll-90
811799 NII\I 3dOH M3N 811799 NlI\J 3dOH M3N 811799 NV\J 3dOH M3N
tJl:) NISNO:)SIM 0069 tJl:) NISNO:)SIM 0 l69 HI:) NISNOJSIM Ol69
N388^Ol 398038 NOS13N 113MOl 331 l^J/NOOH08
SlOG i7l l l-8 L l-90 17(;00 17l L (;-8 L L -90 8100 17 L LZ-8 L l-90
811799 NlI\J 3dOH M3N 8(;1799 NL^J 3dOH M3N 8(;1799 NIJ\J 3dOH M3N
tll:) NISNO:>SIM 0869 HI:> NISNOJSIM 0969 81:) NISNOJSIM l1769
Hdl0anH 3N1:I3^ \f1 )J n N'i8\f>J '11311\1\f d/tJ313d OIJ..nV'H 3A V'::I/NOG
ZZOO 17 L L (;-8 L L -90 6 LOa 17 L L Z -8 l L -90 8 L 00 V L L (:-8 L L -90
8(;1799 NII\J 3dOH M3N 8(;1799 NV\I 3dOH M3N 8(;1799 NI/\I 3dOH M3N
HI:> NISNO:)SIM L869 1:11:) NISNO::1SIM L l69 HI:::> NISNO::>SIM L L69
)J:)381383n>J JJ:J380H SNHor S/13VH:>Il^J N33GN\fS V'1:f\f8HV'8/01V'NOtl
L LOO 17 L Ll-8 L L-90 9 LOa 17 L Ll-8 L L-90 9 LOa 17 L Ll-8 L L-90
8Z1799 NL^J 3dOH M3N 8(;1799 NV\J 3dOH M3N 8Z1799 NL^J 3dOH M3N
HI:) NISNO:>SIM L069 N 3^V' HJ..69 6lL8 N 3^ 'if 'ifIN\f ^ lASNN3d 81789
A \fdna V\lV1111M 8t138GNll JIH ONV'ltJ3HJ..ns NOIHV'II\J
v LOa v L Ll-8 L L-9O lOOO 17 L L Z-8 L l-90 ZLOO 178 LZ-8 L L-90
811799 NI/\I 3dOH M3N
N 3^ '1 'ifIN'if ^ lASNN3d 61789 811799 NII\I 3dOH M3N 8Z1799 NII\I 3dOH M3N
SHI'i:J::I\f SJ..3^ :10 NII/\IO\f N 3^\f 'v'IN\f^lASNN3d 9989 N 3^\f \fIN'v'^lASNN3d L989
NOS830N'if r 83V\1V\13H '11:)181. V'd 3>10'iftl V'1:>18J.. \fd/Ol\fNOO
LLOO 178 LZ-8 L L-90 OLOO 178 L Z-8 L L -90 6900 178 L (;-8 L ~ -90
8(:1799 NLI\J 3dOH M3N
8(;1799 NV\I 3dOH M3N 8(;1799 NV\I 3dOH M3N N 3^ 'if '\fINV' ^ lASNN3d 17989
80 13'\fHd'd8 1.S 6017 L 80 13V'Hd'dtJ 1S 9l17L 8311.Antl30 J
N310 N3L!\H:fvJ 113NNO::J 3::JAorIS3LN'v'r 3 n 8\f..L '11 HINAJ/ A3t1:J:J3 r
8900 v8 L (:-8l L -90 L900 178 ~ l-8l L -90 9900 178 L l-8 L L -90
82:1799 NLI\J 3dOH M3N 8Z1799 NLI\J 3dOH M3N 8(;1799 NII'J 3dOH M3N
N 3^'\f '\fINV'^lASNN3d 81789 N 3^ V' 'v'IN'd ^ lASNN3d (;1789 N 3^ 'if N083HO 81789
3N'il NHor tJ3N..LtI'd8118t11^ N otJtJ'iV\l 3/N318
9900 178 L Z-8ll-90 v900 178 l (:-8 L L -90 8900 178 L (;-8 L ~ -90
8Z1799 NV\I 3dOH M3N 8(;1799 NJAI 3dOH M3N 8(;1799 NLI\J 3dOH M3N
N 3^ \f N083HO 61789 N 3^ 'd N083HO 9989 N 3^ V N083HO (;1789
S\fL^JOHl. 3:>NVtlH3J.. N3SN3l.SltJH:) NV'ltJO'i GNV'lOd .1tJ3808
(;900 178 L (;-8 L L -90 L900178 lZ-8 L L -90 0900 178 L Z-8 L l-90
8Z1799 NL^J 3dOH M3N
N 3^ \f N083t10 81789 (;L899 NII'J 3>1V'1 ClOleJd 8Z1799 NV\I 3dOH M3N
\f'J :-JO l.SnHJ.. SH3>1NV'8 HI:> 83J..\fM3803 96L9L N 3^ \f Hl.SS 80LL
NH0833t1:-J d/O 8N 1111 H:JS 'd13 V\J'd d/S3 L^J'tfr A3Sdl!\l30 V'N'iO
6900 178 LZ-8l L-90 6600 88 L 2:-8 L L -90 8600 88 l(;-8 L L -90
8Z1799 NV\I 3dOH M3N 8(;1799 NLAJ 3dOH M3N 811799 NV\I 3dOH M3N
N 3^ 'i HJ..99 DOLL N 3^ \f H..l99 17Z9L N 3^\f H.199 9L9L
NOSH31.3d 3N31HV' ssns 113MOl HIN3HO 8/V\1
L600 88 L Z-8ll-90 9600 88 L (;-8 L L -90 9600 88 l Z:-8ll-90
811799 NV\I 3dOH M3N 8lv99 NL^J 3dOH M3N 811799 NII\J 3dOH M3N
N 3^ ':;f \fINI8HI^ 99617 N 3^ ':;f 'ifINI8HI^ ZL6v N 3^ V 'ifINI8HI^ v9617
H311\J13t1 3l11:Jnl a N'iftJ8 318808 :)VII\I >l3t1V:l31::1 VI^ lAS/ M3 HII VIf\I
8100 vL Ll-8L L-LO ZZOO vL LZ-8L L-LO LZOOvL LZ-8LL-LO
8Zv99 NV\l 3dOH M3N 82:1799 NLI\J 3dOH M3N 82:1799 NV\J 3dOH M3N
N 3^ 'if 'ifINI8HI^ 99617 N HI:) V'INI8HI^ 8176v N };:II:) \fINI881^ 0176v
NOSN3.1H'v'1I\J tI H3013NH:JS NN\f/ln\fd 81M31 AOtl3l/Z3NI
OlOO 17 L L (;-8 L l-LO 6 LOa v L Lz:-a L L-LO slOO 17 L L Z-8 L l-LO
8Zv99 NV\I 3dOH M3N 8Zv99 NII'J 3dOH M3N 8(;v99 NIJ\J 3dOH M3N
N HI:> 'tINI8tJl^ Z8617 N HI:) 'VINIE>tll^ VZ6V N 3^ 'if '\tIN I E)H IA 9 l6v
N'dV\l>l:>V>I 3:JN3t1M V'1 NIISn8n'if SI.ltln::> :lOOld NAHHI'\t>l
L LaO 17 L LZ-8 L l-LO 9LOOvL LZ-8Ll-LO 9 LaO vl lZ-8 L L-LO
82:1799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N L2:1799 NV\J 3dOH M3N
N 3A V VI N 18t1IA 80617 N 3^ 'ct 'VINIE>HI^ 00617 N 3^ V' ':;f>l13NNIM 817117
NOSNHor H380H/3::>INV'r >lINH:)3HO OH'\tH:)ltI L8Z# OSI
17 LaO 17 L L Z-8 L L -LO 8 LOa 17l LZ-8 L L-LO Loaa 1717 L Z-8 L L-90
8(;1799 NL^J 3dOH M3N 82:1799 NL^J 3dOH M3N 817899 NII\I SNI>ldOH
N 3^V NISNO:JSIM 9899 N 3^V NISNO:JSIM 9899 N 3^ '\I HJ..L L l
HHnlS NONtl3A HHnlS NONH3^ GHO::lMVH:) r/Ol\fN08
OZOO Lv LZ-8lL-90 6LOG l v lZ-8 L l-9O 8 L 00 L 17 l Z -8 L L -90
8(;1799 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N 8Z1799 Nl/\J 3dOH M3N
N 3^V NISNO:)SIM L(;99 N 3^ 'if NISNOJSIM 6 L99 N 3^'if NISNOJSIM 9L99
S3nD\fr A8'1V\1/HdlOONVH NIJ..N3dVH8 'if 3>11.03 nl 83 V\Jvr
LLOO Lv ~G-8LL-90 9 l 00 ~ 17 L G -8 L ~ -90 SLOO Lv LZ-8LL-9O
8(;1799 NV'J 3dOH M3N 9 L 1799 NV\I >ld 81n0118
N 3^ 'if NISNO:)SIM 9099 S 3^V 'ifM'\I.l.lO 9008 8(;1799 NII\I 3dOH M3N
H:)sn8 Nvor S83Nltl'id HN8 N 3^'V NISNO:>SIM 8 ~99
N 'if II\J H :) 'if ::I N'v' 0 r dHO:l 81\7'1::>SI08 NOSdL^JOHJ.. ONOL^JA'if1:l
17 ~oo Lv t Z-8l L-90 8LOO Lv lZ-8L L-90 Z L 00 L 17 t Z -8 t L -90
8(;1799 NII\J 3dOH M3N l171799 NII'J H.lnOV\JA ld 811799 NL^J 3dOH M3N
N 3^ \f NISNO:JSIM 0899 N 'if1 S3^1 Ol€ L N 3^'v' HI69 6(; L8
II\J 08.1S83 0 OS N313 H SN08818 AH'if8 NOSH3N33IS or AtI'iffI\J/NHor
L LOa Lv LZ-8 L L-90 OLOO Lv L(;-8L L-90 0900 V L L Z;-8 L L -90
811799 NII\I 3dOH M3N 8Z1799 NI/\I 3dOH M3N 8(;1799 NV\I 3dOH M3N
HI:) NISNO:JSIM 01769 N 3^ 'if H.l69 0 Ll8 N 3^'V HI6S OOL8
tl3H:)13 A883d/3NA'ifM HJ..I V\lS l/}j NOSCJ30NV'11'v'8/SV18noa
6900 17 L L (;-8 L l -90 L900vl ll-8 ~ L-90 9900 17 L Ll-8 L ~-90
811799 NlI'J 3dOH M3N 8(;1799 NII\J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^'V HJ..69 68L8 N 3^ \f NISNOJSIM 9189 N 3^ V NISNO::JSIM 8889
Nlr 33)) 3311\I NHn88 3SIn01 '110>11 8/31'18
8100 V l l (;-8 L L -90 LlOO v L l,{;-8 ll-90 9(;00 17 L l (:-8 L ~ -90
8Z1799 NII\J 3dOH M3N
N 3^ \if \fllno'! 80817 8lv99 NV'J 3dOH M3N 8Z1799 NII'J 3dOH M3N
83H:>SI::J 3NN180:> N 3^ '! V'llnDV' 91817 N 3^ 'd 'ifllnO\1 17Z8't7
N'iJ/\JHS'v':J N3^31S NOStJ30N\1 NHor/L^JI>I H:JINOl.NV A l83^38/N3^3..LS
9lOO zt' lZ-8 L L-LO V LOa Zt' LZ-8 L i-LO 8100 Z17 LZ-8 L L-LO
8Z1799 NL^J 3dOH M3N 8Z1799 NI/\J 3dOH M3N 8Z1799 Nl1\I 3dOH M3N
N 3^ V' V'llnO'tf l€817 N 3^ V VllnD\1 0178v N 3^ \1 \1llnoV' 817817
31lHM 3n:H:JV:>/SV18noo SS3N H13NN3>1 338'\181:1V1 >1/8
Z LOa lv lZ-8 L L-LO llOO Z17 l Z-8 L l-LO o LOO Z17 lZ-8 L L-LO
8Z1799 NV\I 3dOH M3N 82:1799 NV\I 3dOH M3N 8Z1799 NI/\J 3dOH M3N
N 3^ V NISNO:>SIM 8L617 N 3^ V NISNO::>SIM 60617 N 3^ 'tf NISNO::>SIM L L6v
N3380tJ.1S OI^8\1 NOStJ303d 31VO 81M31 N\10r/.1t13808
OLOO v L L Z-8ll-LO 9900 vl L Z:-8ll-LO 17900 v L L Z-8 L L -La
8Zi799 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N 8(;1799 NV\J 3dOH M3N
N 3^ V' NISNOJSIM 9Z6V N 3^ V NISNO::>SIM 88617 N 3^ \1 NISNO:>SIM L 17617
Hf NOS10 H NOS13N ^ lH3811\JI>I/N3ll'v' NN'iV\llH'if.lS 313 H::> I lI\J/O I^ \;fO
890017L LZ-8LL-LO Z900 17 L L Z-8ll-LO L 900 v L L (;-8 L L - LO
8Z1799 NII'J 3dOH M3N 8(;1799 NlI'J 3dOH M3N 8Z1799 NJ/\J 3dOH M3N
N 3^ 'd NISNOJSIM 6v617 N 3^'if NISNOJSIM L96P N 3^ V NISNO:)SIM 99617
tJ3.lN IV d Hdl\;f8 81M3ll 3.1088 3NA '\1M
0900 17 L LZ-8 L L-LO 61700 17 L L (;-8 L l-LO 81700 17 L L (;-8 L l-LO
8Z1799 NI/\I 3dOH M3N 8Z1799 NL^J 3dOH M3N 8(:1799 NlI'J 3dOH M3N
N 3^ 'if H.l09 6 L L 8 N 3^ "d NISNO:>SIM 99617 N 3^ \;f NISNO::>SIM 817617
N3S131N S380l30/18'V:J NOS.l'VM 3NN'iZnS/3:>ntJ8 ONnldS'i 3'iV\l V'll'i
L1700 -v L ~Z-8 ~ L-LO 91700 17 ~ ~Z-8 ~ L-LO 91700 17 L ~ (;-8 L L -LO
8(:1799 NII\I 3dOH M3N 82:1799 NIf\J 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^ 'if NISNO:JSIM 017617 N 3^ \if NISNO:>SIM (;8617 N 3^ V NISNO:>SIM 17(;617
SS3 H .1838130 N0811\101d \fHJJ:IVL^J N3SN3.LSltJHJ Ol"dNOa
171700 17 L L (:-8ll-LO SvOO 17l L Z-8 L L -LO 2:1700 -v l lZ;-S L L -LO
8(;1799 NL^J 3dOH M3N 8(:1799 NL^J 3dOH M3N 8(;1799 NLI\J 3dOH M3N
N 3^ \if NISNO:JSIM 91617 N 3^ 'if NISNO:JSIM 80617 N 3A'if \;fINI8t1IA 606t
3>1S\:tH80S N'iV\ltlON N30n 3N\:tno NOSNHor lH\if3
l170017L lZ-8L L-LO 01700 v l lZ-8 L L-LO 9800 17l l Z-8l L -LO
8(;1799 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N 8'2:1799 NlI\I 3dOH M3N
N 3^ \;f 'if I N 188 I^ L L 617 N 3^ "d 'iINI881^ 9Z617 N 3^ "d \:tINI8t1IA 88617
VOH3n81::J OON\:tNH3:1 S3L^J11M 'v'ONI1/NO.LA VlJ 31113H 3JN3tJMVl
17800 17 L l 2:-8 L l-LO 880017L LZ-8ll-LO ZEGO 17 L LZ-8 L l-LO
8(;1799 NL^J 3dOH M3N 8Zv99 NL^J 3dOH M3N 8(:1799 NV\I 3dOH M3N
N 3^"d VINI8HI^ Li7617 N 3^ 'V 'iINIE>81^ 617617 N 3^ "d 'VINI8Hl^ L 9617
NMOH8 3:JNV.lSNO:J 83.lN3dH'\IJ N'i ^ 'iN 00 NOSN'ifILSIHH:> 'iNNnA/1.1.388
L 800 17l l (;-8 l L - LO 0800 17 L l G -8 L l- L 0 62:00 17 L L Z-8 L L -LO
811799 NI/\I 3dOH M3N 82:1799 NL^J 3dOH M3N 82:1799 NII'J 3dOH M3N
N 3^ \if '\fINV' ^ lASNN3d tZ89 N 3^'V V'INV'^lASNN3d 8 ~89 N 3^'V V'INV'^lASNN3d Z~89
NAtI N'v' ^ or 'VON)l 1.~383 SAOV'18 11'VH snllnr
LlOO L z: L (;-8 L L-80 9Z00 LZ Ll-8 L L-80 9100 LZ LZ-8L ~-80
8Z1799 NV\I 3dOH M3N 8(;1799 NII'J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^\if \ifIN'if^lASNN3d 9089 N 3^\if V'IN\i^lASNN3d 0089 N 3^ \if 0889 0 L17L
H3E>3n8>1 SI01/NV'^' NOJ..NV'.iS >lJIHl. \ifd A \tHE) J..H380~
17100 ~Z ~Z-8 L L-80 8100 lZ Ll-8 L l-80 ZlOO ~Z ~Z-8ll-80
8Z1799 NII\J 3dOH M3N 811799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ \i N08380 lOS9 N 3^'\I N083HO L089 N 3^'\I NOE:>3HO 8L89
S303n8 A8HV'1 83.iSIH8 lAH3HS I>lS1318\ifr 3NLl.SltlHJ
~zoo ~Z lZ-8ll-80 OlOO L Z ~ Z:-8l L -80 6 ~oo lZ LZ-8l L-80
8Z1799 NlI'J 3dOH M3N 8(;1799 NLI\J 3dOH M3N 8Z1799 NII'J 3dOH M3N
N 3^\if N083HO 6~89 N 3^ \if N083HO 9Z89 N 3^ \if N083HO L 889
8H3S0Nlll.lO:>S >lH\ifL^JO N n1 V'S 11 SI038Hn08 Aonr
SLoa lZ LZ-8Ll-80 L LaO L Z L z: -8 L l-80 9 LOa LZ LZ-8l L-80
8Z1799 NL^J 3dOH M3N
8Z1799 NI/\I 3dOH M3N 8li799 NI/\I 3dOH M3N N 3^ \if N083t10 9089
N 3^ 'if N083t10 L889 N 3^ \if N083HO 0089 A3181no :)IIS3H:J:Jnl 11\I
..L3HnO HJ..38/>lH\if1/\l H:>n8 \iftl'v'8H'9'8 N'iflllI/\JJ V\I AH\ifLI\J
9 LaO L Z L Z-8 L L -80 17LOO LZ LZ-8LL-80 8 LOa II lZ-8ll-80
8Z1799 NII\J 3dOH M3N 8Zt99 NV\I 3dOH M3N 811799 NV\J 3dOH M3N
N 3^\if N083HO ZL89 N 3^'\! NOE>3HO 8 ~89 N 3^ '\! N083t10 17(:89
NOS10 l.tl380~ M010HJ..tJ\if8 3N3110r/SlI'dtlJ NOS>lJU:l3 A~83d
l~OO L(;lZ-8~L-80 ~ LOa L Z ~ Z-8 L l-80 o LOO LZ LZ-8 L ~-80
8(;1799 NlI'J 3dOH M3N 8(;1799 NV\I 3dOH M3N 8Z1799 NV\J 3dOH M3N
N 3^ 'd N083HO 0889 N 3^ \if NOE>3tJO 9889 N 3^ 'd HJ..8v 9 ~ 98
lI'JL^Jl..L ..LH380H NOSH31d 3N'tIO/3JN3tJn'v'1 Ol'dM38NIS N'dOr/J..H380H
6000 LZ LZ-8 L L-80 8000 LZ ~Z-8 L L-80 9100 Z17 L(:-8Ll-LO
8lt99 NV\I 3dOH M3N 8Z1799 NV\I 3dOH M3N 811799 NI/\J 3dOH M3N
N 3^ 'd H..L817 8098 N 3^ 'if 'ifllnO'd 9Z817 N 3^ 'V 'ifllnD'd 88817
~3A 'v'Hl. AH'if1l\l3S0H/sn131:) N3NOllA>I S31H'ifHJ 3803 H A:) N'\!N/>lH'\!1t\I
17(;00 (;17 LZ-8 ~ L-LO 8100 (:17 L Z-8 L l-LO ZlOO Z17 LZ-8l L-LO
8(:1799 NII\I 3dOH M3N 8(;1799 NV\I 3dOH M3N 82:1799 NL^J 3dOH M3N
N 3^ 'tI 'd1Ino'v' L 17817 N 3^ \if 'tIllno'V 617817 N 3^ 'tI H1.817 L 198
ONOL^JL^Jnl:lO N'ifOr/V\I'if111IM NOS800H 3JI1'd/S31tJ'dH:) OH\ifH:)I}j r/S311\J\ifr
Lloa Zt ~Z;-8LL-LO OlOO Z17 LZ-8Ll-LO 6 LOa l17 L (:-8 L l-LO
8(;1799 NL^J 3dOH M3N 8Zv99 NV\J 3dOH M3N 811799 NV\l 3dOH M3N
N 3^ '\! H1.8v 6098 N 3^ 'r/ H1.817 l098 N 3^ ':;f H..L817 8698
N3SHOS NV'snS/AHH'Vl A 113>111:>1 \if1:)ltll \if d/13IN\fO l.NOV\ltJlV'l:) 3NA \ifr
BLOO (;17 lZ-8LL-LO L lOO l17 ll-8 L L-LO 9 LOO l17 ~Z-8L L-LO
8(;1799 NV\l 3dOH M3N 8Z1799 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ rt '\fIN'\f ^ lASNN3d l17Z9 N 3^'\f 'vIIN'if^lASNN3d 9819 N 3Art '\fIN'\iA1ASNN3d 0819
lI'J'\fH\ftJ8 11:':>3:> N 11.tJ\fL^J 13Z\fH/13'ifH:J11!\I 3N'V3>1 NHOr
L900 LZ LZ-SL l-80 9900 lZ lZ-8 L L-9O 9900 LZ Ll-9 L L-SO
SZ1799 NL^J 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ T;j \fINV' ^ lASNN3d 17(;2:9 8(;1799 NL^J 3dOH M3N N 3A T:! 'Q'INT:! ^ 1ASNN3d Z L (;9
H13S0NnS 'if N 3A'V '\iIN\fA1ASNN3d S LZ9 .LSlnD8NnOA r
NOS>I:)ltl03t1:1 3:)\fll\fM H:>O N'\iL^JOtl tl3H:)sna tJ3::HNN3r/ ..LIO:JS
17900 LZ LZ-8 L L-SO 8900 Ll LZ-8 L L-80 Z900 LZ Ll-8 L L-80
811799 NV\I 3dOH M3N SZ1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^'\! N083HO 8LZ9 N 3^T:! N083t10 6LZ9 N 3A'if N083HO 9l(;9
:':>'v'Z3H N\fSnS/OClV'H:>IH N08t10N 3 N3SHd3S0r AHl.OtlOa
L 900 L Z L (;-S L L -80 0900 LZ LZ-8 L L-80 61700 LZ LZ-8 L L-SO
S(;1799 NV\I 3dOH M3N
N 3^V N083HO LEZS 8(:1799 NL^J 3dOH M3N 8"01799 NL^J 3dOH M3N
I>lSN1138 "if N 3^ 'vi N083tJO L8Z9 N 3^ 'V N083t:10 817Z9
ddV'N>I 01V'Noa NOS18V'J 138 n'v'l ::I n 'tll1\J n 3 N 'if r / N 11 H 0
8vOO LZ LZ-S L L-SO L 1700 L Z L (;-S L L -80 91700 LZ LZ-S L L-SO
8Z1799 NL^J 3dOH M3N 821799 NL^J 3dOH M3N 8Z1799 NlI\J 3dOH M3N
N 3^ 'if 'fINV' ^ lASNN3d LOZ9 N 3^'f 'dIN"if^lASNN3d LO(;9 N 3A'if 'fIN'd^lASNN3d 8LZ9
NOS1110:J l.tJ380H >I:J383.LNnl.S N'\iV\JOtJ >l1\f ^30 3IHor8'VV\I
91700 LZ L(;-8 L L-80 171700 L Z L (;-8 L L -80 8vOO L Z L Z -8 L ~ -80
8Z1799 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N 8(;1799 Nf/\J 3dOH M3N
N 3^ \::f \::fIN'd ^ lASNN3d 6 L Z9 N 3A'V 'v'INV^lASNN3d 9Z(;9 N 3A'if V'IN'v'^lASNN3d l8Z9
V'M310H 3NN'd V\lV\J31 3NIO'dNtifnHsor NOSNHor OAOll
(;1700 II lZ-8l L-80 l1700 LZ LZ-8 ~ L-80 01700 LZ Ll-8 L L-80
811799 NV\I 3dOH M3N 9v1799 NV\J Hl.nOV\lA ld 8Z1799 NV\I 3dOH M3N
N 3^V 'dIN'd^lASNN3d L8(;9 N 3A'\f 1.S L9 9 L88 L N 3^'d 'Q'IN't^lASNN3d 617(;9
8r 3tJOll\JS13 \::f ONOII\JV\J'ifH S311'J'v'f 3N'tH:J 3NNV'znS/N'v'ltJ8
6800 Ll LZ-SL l-80 8800 L Z L Z-8 L L -80 L800 L (; L (;-8 L L -80
8(;1799 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N 811799 NV\I 3dOH M3N
N 3^\f "ifINV^lASNN3d LOS9 N 3^'if VIN'dA1ASNN3d L089 N 3A'V \fIN'd^lASNN3d 8L89
S83M08 'v' .L1.3H01/OI^ va lNn18 't 1...L3N8\::f/ AH1.0lNI! 888188 AtI'v'L^J
9800 LZ LZ-8L L-80 9800 L (; L Z:-8 L L-80 17800 lZ LZ-9 L L-80
8Z1799 NV\I 3dOH M3N 8ZP99 NV\I 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^ 'v' "ifIN'V ^ lASNN3d 6 L 89 N 3A"if 'v'IN\f^lASNN3d 9Z89 N 3^ '\! "ifINV ^ lASNN3d LEs9
NOSNI>I:)IO S3l1\JVr NOSNHor r/83808 ZlOH:Jns 8/01'dNOa
8800 L Z L Z-S L l-80 l800 Ll Ll-8 L L-80 L 800 L l L Z -8 L L -80
S(;1799 NL^J 3dOH M3N
8Z1799 NII\J 3dOH M3N N 3^ 'V 'tINV' ^ 1ASNN3d 9889 8(;1799 NV\J 3dOH M3N
N 3^'d 'dIN'd^lASNN3d L889 3snOH 1.3N'v'f N 3^ 'if 'dINV' ^ 1ASNN3d 0889
NOSH30N'v' ^ 110H 380188MOtLL 1.3N'tr 3tJldS130NI)J N\fOr/ln'id
0800 Ll L(;-9 L L-80 6Z00 Ll LZ-8L L-80 8Z00 LZ Ll-8 L L-80
8Zi799 NII\J 3dOH M3N 8(;1799 NII\I 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^'Q' OH89 Z LLL N 3^ 'if 0889 90LL N 3^ 'if OH89 GOLL
NOSH30N\f V'N\fO/SV'V\lOHl. 1HVatl3aNn 0 H3NN3H8 HdlVH
OlOO lZ L Z-8 ~ ~ -80 6 LOa ZZ LZ-8 L L-80 8 ~OO Zl Ll-8 L l-80
82:1799 NII\J 3dOH M3N 8Z1799 NL^J 3dOH M3N 8ZV99 NlI\J 3dOH M3N
N 3^ '\j ON\flSI 300HtJ L089 N 3^ 'd ON\flSI 300H8 8 L 89 N 3^'d ON'v'lSI 300HH 6L89
1.38SIN 3:JnH8 H NOSn9H3=1 31883a/){JIHl. V'd ONnlO 3:)N3t101:i
L LOa ZZ LZ:-S L L-80 9 LaO Zl LZ-S L L-80 9 LOO ZZ LZ-8 L L-80
8Z1799 NII'J 3dOH M3N SZ1799 NL^J 3dOH M3N 811799 NL^J 3dOH M3N
N 3^ '\f ON'\flSI 300HH 92:89 N 3^'\j ON\flSI 300HH LEE9 N 3^ V ON'dlSI 300HtJ LEE9
Vf3111\1S AG nl:LL H3013NHJS S311'J'dr NOSNHOflO8'd:)
17100 lZ L Z:-8 L l-80 8 LaO ZZ lZ-8 L L-80 llOO ZZ LZ-8 L L-80
8(;1799 NL^J 3dOH M3N
8Z1799 NII\J 3dOH M3N 8Z1799 NII\J 3dOH M3N N 3^V 01:189 Z L8L
N 3^ "if '\j)l1.3NNIM 0089 N 3^ V 0889 8 L 8L >I:)H:ll \fdZl.l:I N331Hl. V')I
080:10'188 r/HdlOON'1tJ )f I H Stl\fV\J oHVN838 81M31 N318
L LaO ZG LZ-8l L-BO o LOO Z(; LZ-8 L L-SO 6000 ZZ L (;-8 L L -80
8(;1799 NV\I 3dOH M3N 8lv99 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ ':/ OH89 908L N 3^ ':/ 01:189 OOSL N 3^ \f H31.V\Jns L089
NI>I:)3H NI1>lNV'tI::I tJr SlllV\l HHO NHor 3nV'::l a10tl\fH
8000 ZZ L (;-8 L l-80 LOOO ZZ L (;-8 L L -80 9000 ZZ lZ-8ll-80
8Z1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N 8Zv99 NII\J 3dOH M3N
N 3^ V H31.II\JnS 8 L 89 N 3^ 't:j 831.V\InS 6189 N 3^ V' 831.V\lnS 9Z89
tl30'VtlH:>S 01\fNOO 113MOHV8 N331H.L V>I/N3Hd31S tlHnS31N SVL^JOHl
9000 ZZ L Z-8 L L -80 17000 Zl ll-8 L L -80 8000 Zl l (:-8 L L -so
8(;1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ '\f N08380 00Z9 N 3^V N083HO 9019 N 3^V N083HO ZLZ9
SV\I'VGV 10tJ,:/:)/ AHtI\f1 S>l33M S tl3A3L^J 3VL^J VONll
6900 LZ LZ-8~L-80 8900 LZ LZ-8 L L-80 L900 LZ ll-8LL-80
8Z1799 NlI\J 3dOH M3N 811799 NII\J 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ 'if ONl9 8lEL N 3^'\f ONZ9 L LEL N 3AV N083t:IO 8llS
013::1>1:)38 8 N'\f8't38 A3S0NIl 8NIHH308 SltJ>I
9900 LZ L(;-8 L L-80 9900 LZ Ll-8 L L-80 17900 LZ LZ-8 L L-80
8(:1799 NlI\J 3dOH M3N 8(:1799 Nil\) 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ V N083HO 17ZZ9 N 3^ V N08380 08Z9 N 3^ T:/ N08380 9819
V>l303'ifV\lH:)S GtJ'dMOH l.tJ383 ItJ3>1/Hd3S0r znH:> \f1 30 A 113>1/331
8900 LZ LZ-8L L-80 (;900 LZ LZ-8L L-80 1900 L Z L Z-8 L L -80
811799 NII'J 3dOH M3N 8Z1799 NL^J 3dOH M3N 8Z1799 Nl^J 3dOH M3N
N 3^ "if N08380 (;17Z9 N 3^ 'd N083HO 817Z9 N 3^'V 0889 LLi7L
NOSH"ifl "ifGNI1/81T:/8J H30N'd110H S'\fIl'JOHl. H:>O NHor 11:13808
0900 LZ LZ-8 L L-80 6900 Ll LZ-SL L-80 8900 L Z l (;-8 L L -80
8(;1799 NII\J 3dOH M3N 8Z1799 NLN 3dOH M3N 8(;1799 NlI\J 3dOH M3N
N 3^'t J383nO 9089 N 3^'t :>383nO Zl89 N 3^'V :>383nD 8L89
)tJ3811\fH d/ AtJ't8 >lJltJ1 V'dll>l 3ItJ'VV\I 3S08 O>lSI81 113SSn8
0900 ZZ L l-8 L l-80 6vOO ZG L Z-8 L L -80 81700 ZZ L Z-8 L L -80
Blv99 NLI\I 3dOH M3N 8Zv99 NV\I 3dOH M3N BZv99 NL^J 3dOH M3N
N 3^"'\I :J383nO 17Z89 N 3^"'\I :)383nO 0889 N 3^"'\I :>383nO 9889
)J:>lO.L NN"'\IOr N'tll\J8nS S'tIl\lOH1 lllH 3113H:)IL^J/ AH1Oll\JIl
L 1700 ZZ l Z-8l L -80 91700 ZZ L Z-8 L L -80 91700 ZZ L Z-8 L L -80
8Z1799 NV\J 3dOH M3N 8(;1799 NI/\J 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3A't;f ON'iflSI300HH 81789 N 3^ 'if ON'iflSI 3aOHH Z1789 N 3^ 'if ON'iflSI 300HtI 9889
8303MHOl:J V\J/13'tH:>IL^J SOOOM 1.3tJ't8t1'tV\l 31A:I 3NIHd130
171700 ZZ L (;-8 L L -80 81700 lZ L Z-S l L -80 l1700 ZZ L Z-8 L L -80
8Z1799 NV\J 3dOH M3N
N 3^V' ON\flSI 300Hl:I 0889 8(;1799 NI!\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
N'tHd lAJl)I N 3^ '\I ON'V1SI 300H8 17189 N 3^ 'V GNV'lSI 3GOHtJ 8 L 89
N3An8N N3An.L Eltlns AtI\fV\l )JIH:)S NHor
l1700 ZZ lZ-8 L L-80 01700 ZZ L (;-8 L L -80 6800 ZZ L Z-8 L L -80
8Zv99 NL^J 3dOH M3N
8(;1799 NI!\I 3dOH M3N N 3^ \f aNV'lSI 300HtJ 9089 8(;1799 NlN 3dOH M3N
N 3^ "if GN'dlSI 300HtI (; L 89 >lH\fl:) l/H N 3^ 'if 0889 909L
A3111 E> '11:)181.'1 d N011.0:) ANN38 113MI/\I\ftJS >ltJ'dl^J
8800 lZ L Z-8 l L -SO L800 ZZ lZ-8 L L-80 9800 ZZ L (;-8 L L -80
8Z1799 NV\I 3dOH M3N
8Z1799 NII\I 3dOH M3N N 3^ V' 8383no lOE9 8Z1799 NII'J 3dOH M3N
N 3^ \f 0889 009L SII'J8'ifH sir N 3^ 'if :)383no 9089
'v'Z\fNS 3 3JN3t1M'\7'1 3NVIO 3NI1>l ..L3Nvr/113SSntl
9800 ZZ L (;-S L L -80 17800 ZZ L (;-8 L L -80 8800 ZZ L Z-8 L ~ -80
82:1799 NII\J 3dOH M3N 8Z1799 NV\J 3dOH M3N 8ZV99 NII\J 3dOH M3N
N 3^"d :>383no 6089 N 3^ \f :l383nO 8 L 89 N 3^"d :>383no L~89
L^J"dH 8:11aM J/83 L^J"ifr N3SN3.L81t1H:> l/NHor H..LtJOM8N1113 \ftln'dl
(;800 00 L 2;-8 L L -80 LEOO ZZ LZ-8 L L-80 0800 Zl L (;-8 L L -80
8Z1799 NI!\I 3dOH M3N 811799 NI/\I 3dOH M3N SZ1799 NV\J 3dOH M3N
N 3^"d :>383no LZS9 N 3^ 'if :)383no 9Z89 N 3^ '\f :J383no 6189
N'\flll:lll8 \f83831 A38 Hd Lf\J n8 N33 NV'r/)fJ Itl303t1:1 NOSNOL^JIS AV\lV\JOl
6(;00 ZZ L Z-8 L L -so 8100 ZZ L Z-8 L L -80 LZOOl(; LZ-SLL-80
8(;1799 NL^J 3dOH M3N L 171799 NlI\J H..LnOLt\lA ld 811799 NV\J 3dOH M3N
N 3^ 'if 831.Ll\Jn8 0889 N V'1 VINNIZ OlLE N 3^ '\f tl31ll\lnS 8 L 89
S3^ V'H9 VHSltJ.L ..LH:>31.n >I/S3l1\J'dr ASS3NH8n\fH:>S Al...L'dd
Nlll'ifM 131N'v'O IH9n'if^ NA1OH\f:> 013H 8808
9100 ZZ L (;-S L L -so 9Z00 (;Z L (;-8 L L -80 17100 l(; L Z-8 L L -80
811799 NI!\I 3dOH M3N 8Z1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3A'V H3J..L^JnS (; L 89 N 3^ T:/ 831.L^JnS 9089 N 3^V' tJ31ll\lnS 0089
A3 Nl.tlnO:>:l1/\l 13"ifH:) III'J H8'ifN\f ^ '1>1 N11H3V\J SnHn'dd S3N8'\i/8nHl.tI\f
8'2:00 Zl L l-8 L L -80 ZZOO II L (;-8 L l-80 LlOO Zl Ll-8l L-SO
8(;1799 NL^J 3dOH M3N 8(;1799 NV'J 3dOH M3N 82:1799 NII\I 3dOH M3N
N 3^ 'V :l383nO LOZ9 N 3^'V :l383nO LlZ9 N 3^ '\I :l383nD L8Z9
3t10V\ll18 AHI '\1)1 838H38N3Zl.IdS H138V'Z113 NV'V\lM08 Hdl'f8
0800 ZZ L Z-8l L -80 6LOO ZZ l Z-S L L -80 8LOC ZZ Ll-8 L L-80
8(;1799 NV\I 3dOH M3N 82:1799 NV\I 3dOH M3N 801799 NlI\J SI1Od'i3NNILN
N 3^"if :>383nD L9Z9 N 3^\::f :l383nD L9Z9 S 3^ V .IN'VS'v'31d ZZ6Z
H3Nl.tI'd8 Hd3S0r NOSN'dMS \f1~IHl.'dd S.llOdS A1:IH31
LLOO ZZ L (;-8 L L -so 9LOO ZZ LZ-8 L L-80 9LOO ZZ LZ-Sll-SO
8(;1799 NL^J 3dOH M3N
L 171799 NV\I Hl.nOV\lA 1d HO 3N1138N\::f L08L SZ-v99 NV\I 3dOH M3N
"'1 \fH'v'8'v'IN OZZ8 N \::f L^J 11 'V M "\I tJO 3N1138N'v' LOaL
H8n'VN'V ^ 'V'J Hd3S0r 1"ifMH:::>\f8 0001. M3tJ8 JV\J \fN03/3NVnO
17LOO ZZ LZ-8l L-SO 8LOO ZZ LZ-9 L L-90 ZLOO ZZ L l-8 L L -80
8Z1799 NV\J 3dOH M3N
80 3N1138N'V 6 LLL 8Z1799 NI/\I 3dOH M3N 8(;1799 NV\1 3dOH M3N
11IH-N"ifM08 JL^J S tJO 3N1138N'V 8 LLL 80 3N1138N'V LOLL
11lH 3N38 NOSNHOr 81M ~dL^J3)J 3::>11'\1
L LOO ZZ L l-8 L L -SO OLOO ZZ L l-8 L L -80 6900 lZ L Z-8 L L -80
SZ1799 NL^J 3dOH M3N 8Z1799 NV\J 3dOH M3N 8Z-v99 NII\I 3dOH M3N
ClO 3N1138N't LOLL Cia 3N1138NV' L89L tlO 3N1138NV' L89L
Cl38NnV\l V'tJONV'S/38tf038 >100:::> 113N NI>l8Vd 'v'1:>IHl. 'v'd/NHor
8900 ZZ L Z-S L L -80 L900 ZZ L Z-S L L -80 9900 ZZ L Z-8l L -80
8(;1799 NV\I 3dOH M3N 8(;1799 NV\I 3dOH M3N 8Z-v99 NL^J 3dOH M3N
80 3N1138N'v' 9Z9L HO 3N1138N'V 6l9L HG 3N1138N'V 8 L9L
H3N830 AtlV'II\J/Sln01 3snOH013^ V'/SV'V\lOH1 HE>NIS ONV'NV'V\JHVd
9900 ZZ L Z-8 L L -so 17900 ZZ L l-8 L L -80 8900 ZZ L Z-S L L -80
8Z1799 NL^J 3dOH M3N
tlO 3N1138N"if L09L 8Z1799 NII\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
SNlllnV\l AtI'tll'J tlO 3N113DN"if L09L tJo 3N1138N\f 989L
1V>lnd S3L^J\fr SL^J'ts 1.83808 ..LH81t:JM AHV'1f\I/38t:1038
2:900 ZZ l Z-8l L -80 L900ZZ LZ-SLL-80 0900 ZZ L Z-S L L -80
8(;1799 NV\J 3dOH M3N SG1799 NL^J 3dOH M3N 811799 NL^J 3dOH M3N
HO 3N1138N\f l89L N 3^ V :J383no 00G9 N 3^ 't :>383no 90GS
SN'd ^3 3:>11V'/1t:1380tl H:>SHIH AH'V1f\I N'dN830 NHor
6900 lZ Ll-8lL-80 8900ZZ LZ-SLL-80 L900 ZZ LZ-S L L-SO
82:1799 NJ/\J 3dOH M3N 8Z1799 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^V' :::>383no llZ9 N 3^'d :>383no 8 Le9 N 3^ \f ~383nD 17Z(;9
H3d V\l3 n)l H/83 L^JV'r NOSNHor >I::rvr )(:>OH::IINI::I 3N\fIO
9900 II L Z-8 L L -80 9900 ZZ LZ-8 L L-80 17900 lZ L Z-8 L L -80
8(;1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ tI :J383no 0819 N 3^ '\! J383no GvZ9 N 3^'\! :>383nD 0089
8NIHdS l.H3808 318'18-Z.1. VdO f/318'dS t:I t:l3.l8 13 V\lCl3 n'd8 010ClVH
8900 ZZ L Z-8 L L -80 Z900 Zl lG-8 L L-80 L 900 ZZ L (;-8 L t -so
L171799 NV\I Hl.nOIJ\JA 1d 801799 NV\I 3dOH M3N L(;1799 NL^J 1 "if lSAtJ:>
90(;# N 3^ 't H..L6 L 909L L 80 13'tHd'VtI ..LS 9 L 17L lO L# N 3^ \f H31.L^JnS 0908
>JAZJOIM"ifO S'ifIl\lOHl N0810 AH'ifL^J 08NIL^J 3/3:lN3HM'tl
S900 178 L (;-8 L L -90 L900 178 L l-8 L L -90 Z900178 Ll-8 L L-90
881799 NII'J NO..L8NIII'JOO18 176 L 09 11 S31. V' 183 N'v'lI'J:J:J OH 2:171799 NL^J HlnOIl'JA ld
8 3^ 'if 8NIL^JOAM 9 L 170 L NONN'v'8 980 L N 3^ 't 08817 9179 L L
S8NINN3f 3N31tl'V >Jl'ifHJ8.1108 N'dOf/NV'l'v' 108>111HS lAH3H:J ~ 008
8LOO 88 L Z-8 L L -90 17900 88 L 2:-8 L L -90 81700 88 lZ-8 L L-9O
L vv99 NII\I H..LnOV\lA ld LZ1799 NI/\I 3dOH M3N
N 'd1 'dINNIZ OZLE 3:JIION 8NltJ'v'3H N ld GNZ8 81798
1H:J31.n >I/S3V\JV'r :>11Snd 1'VNI8IHO 3N'v'lH"if:J :)11\) 3A '1:1/.183808
01700 88 L Z-8 L L -90 l.N3S StJ3NMO 010 900017Z LZ-8 L l-6 L
8Z1799 NL^J 3dOH M3N 8Z1799 NLAJ 3dOH M3N 8Z1799 NlI\J 3dOH M3N
Ha 3N1138N'd Z L8L N 3^ 'V 831.lI\JnS LOZ9 N 3^T;J 831L^JnS LZZ9
H:J11'VNtJ3A 'v'tJON'v'S/OI^ 'Va Sn\;iH)JJ08 3N'v'f/NHOf 13SS\;i l N'V ^ N3Hd31.S
LOLO Zl LZ-8LL-80 00 LO II L Z-8 L L -80 6600 ZZ L Z-S L L -80
8Zt?99 NL^J 3dOH M3N 811799 NV\J 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ \if 0889 l08L N 3AT:/ OH89 SL8L N 3^ 'V OtJ89 L09L
N3Z.1ntl Ol'VNOO 31lH N331HJ.. 'v'>l/NHOf 3>lHJ..38 lI\IVllllM
8600 ZZ L (;-8 L L -80 L600 ZZ L Z-8 L L -80 9600 ZZ L '2:-8 ll-80
SZ1799 NV\I 3dOH M3N 8Zv99 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ 'if OH89 L09L N 3^'V OH89 8 L9L N 3^'V OH89 6L9L
N'dV\lln"if}:LL 'v'SI1I AGar 113 N IMO 1.3C1\if8t1'v'II\I/Otl'v'H818 ..LN3::lN3NN3H S'd18nOa
9600 Z(; l (;-8 l L -so 17600 ZZ L l-S L L -80 8600 Zl L l-Sl L -80
SZ1799 NV\J 3dOH M3N
8(;1799 NL^J 3dOH M3N 811799 NL^J 3dOH M3N N 3^ "if 0889 L89L
N 3^ V 0889 9Z9L N 3^\f OtJ89 l89L 3E>Nntl "if>lltl3
O\f.1SnNS 183808 N3S830NV H/1AH'<tO SNIZ SltJH~
l600 Zl L Z-8 L l-80 l600 ZZ LZ-8 L L-80 0600 lZ L Z-8 L L -80
82:1799 NL^J 3dOH M3N
8Z1799 NlI\J 3dOH M3N 8(;1799 NV\I 3dOH M3N tlG 3NI138NV 989L
N 3^V H31l^JnS Oll9 tlO 3N1138NT;J Zv9L A3NOHV'L^J d
:I::IOHaOH 88388 N3011'J A 113 HS/J..tJ3808 l.SlnDONll d/S
6800 Zl L (;-S L L -80 8800 ZZ L Z-S L L -80 L800 ZZ l l-8 L L -80
8(;1799 NII\I 3dOH M3N 8Z1799 NV\I 3dOH M3N 8l17S9 NL^J 3dOH M3N
HO 3N1138N'V 089L HO 3N1138N'i 17Z9L tJa 3N1138N'<t 8 L 9L
NOSH30N'if 3111^tlO A3dll\l3 18838/N318 l...LOJHJ..tI ON NVV\lHON
9800 ZZ l 2:-8 L L -so 9800 ZZ L (;-8 L l-80 17800 ZZ l (;-8 L l-80
811799 NV\I 3dOH M3N 8(;1799 NII\I 3dOH M3N 8(;1799 Nil\) 3dOH M3N
1:10 3N1138N"if Z L9L HO 3N113ElN'V 909L l:IO 3N1138N'if 009L
81'i18 'VI:> H::I..L 'v' d/al:fvH::>IH 1118\fL^J S/S'Q'L^JOHl. AOtl1NOI!\I NAl:JHl 'Q')J/NI^3>1
8800 ZZ L Z-8 L L -80 (;800 ZZ l (;-8 L l-80 L800 Z2 lZ-S L L-80
8Z1799 NlI\J 3dOH M3N
8171799 NL^J SOld'iftl NOO:> N 3^tI HJ.69 9 ~Z6
tll:> otJI83n18 88 L Z L I>lSMOONtlM31 Ntlf 0/:>
J.8'tHSS08 A0813 53881Z 031
L 1700 ZZ LZ-8 L L-SO (; LaO lZ 1.(;-8 L L-80
8(;1799 NV\I 3dOH M3N 1vvSS NW HiliOOWXf}d 8Zv99 NlI\J 3dOH M3N
N 3^ "if ONV'ltl3Z 88817 N vr:r VINNIZ OGLE N 3^ "if N083HO (:17(;9
A3:J::Jno N331HJ. "if >1/>1 tJ't V\I tLH:> 3:tL 0 S ffi~\l.c NH08>1 AH..LOtlOO
6000 ZZ L Z-8 L ~ -80 [000 Gc IG-8Tl-80 0900 L(; Lz-9 L L-80
8(;1799 NL^J 3dOH M3N (;2:1799 NI!\J 31t10SN1880tl 9 L 179 9 N LI\J Sld 11\I
N 3^"if V'IN"if^lASNN3d 9Z(;9 N 3^ "if zntlJ \fH3^ 98 L 17 80 3t10HS 3>1t11 91708
313HJ3ns tlIJIl:Ll.. "ifd NOSNHor 0/331 A 113>1S >1:)181. tld
~ 1700 1. Z ~ (;-8 L l-80 0800 L(; LZ:-S L ~-80 9100 II L Z -S 1. L -80
89899 NII'J 3>1Vl 31dVL^J Z L 199 NL^J NOl.H81tJ8 M3N 8(;1799 NII\I 3dOH M3N
MN .1S H.1S9 L9Z17 1:) HOSONIM 6Ll HIJ 'VINI8HI^ 817617
ssns 'V .1H380H/>lH"ifV\l tl3>1t1"if8 3:JNV'1 NAS"ifH"ifH S3 V\ltlr
01.00 l(; LZ-8LL-SO 9 ~oo Z17 lZ-81. L -LO 6 ~OO 17 L L (;-S L L -La
898179 1M NM0111lll\J 6(;1799 Nl^J tl3.1N3J NA 1>10088 8(;1799 NI/\I 3dOH M3N
'v'l 3>1Vl H311.N'v' 617(;(; L L L# N 3^ T;f 301S3>1V'1 LOZv N 3^'\I \fIN'v'A1ASNN3d L989
NOS13N NONH3^ A003 NIAHtlL^J NtiOHH3L^Jtl3H:>S VHnV1
9 LOa 171. 1. (;-81. L -LO 6100 17 L L (;-8 L L -90 6900 178 L (;-81.l-90
00.02:(:'(:$ 062:(;9 (500-((-1(:-811-50 1<::5000
00.02:(:'(:$ 06C:C:9 C:SOO-€E-T(:-8Tl-S0 12:5000
00.02:2:'2:$ 062:2:9 1500-((-12:-811-50 1<::5000
00.02:2:'C:$ 062:2:9 0500-((-12:-811-50 12:5000
00.02:(:'C:$ 062:2:9 6vOO-EE-TC:-811-S0 12:5000
OL.L99'2:$ 062:2:9 8vOO-EE-12:-811-S0 1(:5000
00.02:(:/2:$ 062:2:9 LvOO-EE-12:-811-S0 12:5000
00.02:(:'(:$ 06<::2:9 9vOO-((-1C:-811-S0 1<::SOOO
00.02:(;'2:$ 06(:2:9 SvOQ-EE-1(:-811-S0 1(;5000
00.02:(::'(:$ 062:2:9 vvOO-EE-1C:-811-S0 12:5000
OO.OG2:/(:$ 062:2:9 EvOO-EE-1C:-811-S0 12:5000
00.02:(:/<::$ 062:2:9 C:vOO-EE-12:-811-S0 1C:5000
00.0(:(:'2:$ 062:G9 1vOQ-EE-1C:-811-50 12:5000
00.0(:(:'2:$ 062:G9 OvOO-EE-1G-811-S0 1G5000
00.0(;(:'2:$ 062:09 6EOO-((-1(:-811-50 12:5000
00.02:2:'C:$ 062:2:9 8(00-(E-1(;-811-50 12:5000
00.02:2:/2:$ 062:(;9 LEOO-(E-1C:-811-50 12:5000
00.OG2:/2:$ 062:2:9 9(00-(E-12:-811-50 12:5000
00.02:2:/2:$ 062:2:9 5(00-E(-1(;-811-S0 12:5000
OO.02:G'(:$ 062:2:9 vEOO-EE-I2:-811-50 12:5000
00.02:(:'2:$ 062:2:9 E(00-EE-12:-811-50 12:5000
00.02:(:'(:$ 06009 C:EOO-EE-1G-811-50 12:5000
1E.lf12:'c:$ 062:2:9 OEOO-((-1G-811-S0 1(:5000
OO.v99'G$ VGG2:9 62:00-((-1G-811-50 12:5000
00.1799'2:$ 17GGG9 9GOO-((-12:-811-50 12:5000
00.v99'2:$ vGGG9 52:00-((-12:-811-50 1G5000
00.v99'2:$ VGG(:9 172:00-E(-1(:-811-50 12:5000
00.1799'G$ v2:GG9 G2:00-(E-1G-811-S0 12:5000
----------------------~---------------------------------------------------------
tLN3:WSS3:SSV # NOClV or XtLCi:3:dOCIa ON Xl\.3:IJ
91:60) 9661-CIdV-SC: 1C:S# ~OCid dWI-S~~O~ tLNgWSS~Ssv Q3S0dOCId
00.1799'(:$ IOEC:9 (:800-EE-T(:-8TI-SO 1(:5000
SI.LGE'C:$ 062:G9 0800-E(-I(:-811-50 I2:5000
017.S€('(:$ 062:2:9 6LOO-(E-12:-S11-50 12:5000
017.8(('2:$ 062:2:9 SLOO-((-12:-811-50 12:5000
O17.8€('C:$ 062:2:9 LLOO-EE-12:-811-S0 I2:5000
017.8(('2:$ 062:2:9 9LOO-(E-I2:-S11-50 T2:5000
017.8E('2:$ 062:2:9 SLOO-EE-I2:-811-S0 12:5000
017.8(E'(:$ 062:2:9 vLOO-((-1(:-811-S0 12:5000
51.L2:E'2:$ 06G2:9 (LOO-((-I2:-811-50 T2:5000
51.L2:('2:$ 06<::2:9 2:LOO-EE-T2:-811-50 12:5000
017.8(('(:$ 06<::2:9 lLOO-E(-I2:-811-S0 IGSOOO
017.8(('(:$ 06<::<::9 OLOO-((-I2:-811-S0 12:5000
017.8E17'2:$ 062:2:9 6900-E(-I2:-81T-SO 12:5000
017.8EE'2:$ 062:2:9 8900-((-12:-811-S0 12:5000
017.8(E'2:$ 062:2:9 L900-EE-L2:-811-S0 12:5000
Op.8E€'2:$ 06<::2:9 9900-(€-12:-811-50 12:S000
S1.L2:E'2:$ 062:2:9 5900-((-12:-811-S0 1G5000
017.8(('2:$ 062:2:9 17900-(E-12:-81I-50 12:5000
017.8(('2:$ 062:2:9 E900-((-12:-811-S0 12:5000
017.8EE'2:$ 062:2:9 2:900-((-12:-811-50 12:5000
S1.LC:E'2:$ 062:2:9 1900-((-12:-8T1-S0 12:S000
00.02:(:'C:$ 06<::G9 0900-((-TC:-811-50 12:5000
00.02:2:'<::$ 06<::2:9 6500-((-12:-811-50 12:S000
00.0(:(:'<::$ 062:2:9 8S00-((-1<::-811-50 1<::5000
OO.02:G'2:$ 062:2:9 LSOO-((-1G-81I-SO 12:5000
OO.O<:::2:'G$ 062:2:9 9S00-EE-12:-8TI-SO 12:S000
00.0<:::(:'(:$ 06(;2:9 S500-((-1(:-811-S0 12:5000
OO.OGG'2:$ 062:2:9 17S00-((-1(:-811-S0 12:5000
-------------------~------------------------------------------~~----------------
~N3:WSS3:SS\i # Naav ar X.LCI3dOEd ON XL\.3:r-r
91:60) 9661-tId\i-S2: 1GS# ~OHd dWI-S~~O~ ~NaWSS8SS~ a8S0dO~d
8S.2:ES'C:$ 862:2:9 L100-vl-1G:-811-90 1<::SOOO
OO.OGG'(:$ 86(::(::9 9100-171-1(:-811-90 12:S000
OO.OGG'c:$ 86(:(:9 5100-171-12:-811-90 IG5000
00.1799'2:$ 86<:(:9 v100-vl-1C:-811-90 1(:5000
00.v99'2:$ 902:<:9 C:OOO-V1-12:-811-90 1(:5000
OO.OG2:'2:$ SEv2:9 2:LOO-v(-1(:-811-S0 12:5000
00.89€/<:$ S€vG9 lLOQ-v€-1(:-811-50 1<:5000
00.89('2:$ SEf72:9 OLOO-f7E-IC:-811-S0 12:5000
(:2:.1715'2:$ SEvC:9 6900-vE-12:-811-S0 12:5000
OO.V99'<:$ 5Ev2:9 8900-17E-1<:-811-50 12:5000
00.89€/2:$ 5Ev2:9 L900-17E-12:-811-S0 1C:SOOO
69.89S'(:$ S€17(:9 9900-17E-12:-811-50 L2:5000
00.915/2:$ SE17C:9 5900-17(-12:-811-50 12:5000
00.915/2:$ 5(vC:9 17900-17[-12:-811-50 12:5000
00.OGG/G$ SEvC::9 E900-17(-1(:-811-50 12:5000
00.02:2:/2:8 SEv2:9 C:900-v(-I2:-811-S0 12:5000
00.v99'(:$ SEv2:9 1900-17E-12:-81L-50 12:5000
9E.6178'<:$ 5€172:9 0900-17E-L2:-811-50 12:5000
00.1799/(:$ 5EvG9 6500-17€-L2:-811-50 1(:5000
00.89('2:$ 0C:EC:9 6600-EE-12:-811-S0 12:5000
00.v99'(:$ 02:E(:9 8600-EE-l(:-811-50 12:5000
00.0(:(:/2:$ 02:E2:9 L600-EE-IG-811-50 12:5000
00.02:(::'2:$ 02:E2:9 9600-E(-12:-811-50 12::5000
00.v99/(:$ 02:E2:9 5600-((-12:-811-50 1C:5000
OO.v99/2:$ 0C:EC:9 v600-E(-L~-8L1-50 LGSOOO
00.1799'2:$ 10E2:9 980Q-EE-1(:-811-S0 12:S000
00.1799/2:$ LO€2:9 5800-E(-1G-811-50 12:S000
00.1799/(:$ 10E(:9 v800-EE-1(:-811-50 1C:5000
----------------------~-------------------------------~----------~--------~--~--
J.N3:WSS3:SSV # Nami ar XJ.CI3:dOCId ON .lAarr
91:60) 966I-tIcI\i-S2: IG5# ~OHd dWI-S~~O~ ~NgWSS8SSV a~SOdOCId
00.1799'(:$ L8GG9 SI00-vl-TG-811-LO lC:SOOO
00.t799'2:$ L82:2:9 v100-vT-1G-811-LO 12:5000
00.1799'2:$ L82:G9 E100-vl-12:-811-LO 1(;5000
00.886'11$ 90GG9 1000-V17-1(:-811-90 12:5000
00.2:55'E$ 902:2:9 02:00-117-12:-811-90 12:5000
OO.OG2:'<::$ 902:2:9 6100-1v-12:-811-90 12:5000
00.02:2:'2:$ 90<::2:9 8100-1v-12:-811-90 12:5000
00.0(:2:'<::$ 90<::2:9 L10Q-1v-1(:-811-90 12:5000
00.02:2:'2:$ 902:2:9 9100-117-12:-811-90 12:5000
00.v99'2:$ 902:2:9 5100-1v-12:-811-90 12:5000
00.0(:(:'<::$ 902:2:9 v100-117-12:-811-90 1<::5000
00.8<:('5$ 902:2:9 (100-1v-12:-811-90 12:5000
00.v99'C:$ 90<::2:9 2:100-117-12:-811-90 1(:5000
00.0(:(:'(:$ 902:2:9 1100-1v-12:-811-90 12:5000
00.v01'L$ 902:2:9 0100-117-12:-811-90 12:5000
00.1799'(:$ 81E2:9 0900-v1-12:-811-90 12:5000
00.0(:(:'2:$ 862:2:9 6500-v1-12:-811-90 12:5000
11.588'2:$ L6v2:9 L500-v1-1C:-811-90 12:5000
08.980'2:$ L6v(:9 9500-v1-1(:-811-90 12:5000
00.v99'2:$ 81(<::9 82:00-v1-12:-811-90 12:5000
00.1799'(:$ 81(2:9 L2:00-vl-12:-811-90 12:5000
OO.V99'C:$ 81t:2:9 9<::00-171-12:-811-90 12:S000
00.1799'2:$ 862:2:9 S2:00-vl-Lc-811-90 12:5000
00.02:<::'<::$ 862:2:9 v2:0Q-vl-1C:-811-90 1G5000
OO.OG2:'(:$ 86(;(;9 ((;00-v1-1(;-811-90 12:5000
98.8175'(:$ 862:2:9 (;(;00-171-L(:-811-90 T<::5000
00.0<::(;'(;$ 86G(;9 6100-vl-T2:-811-90 1(:5000
00.0<:::<:::/<:::$ 86(;2:9 8100-vl-T2:-811-90 12:5000
-~~----------------------------~---~~-~~~~----------------~~---------------~----
&1N3WSS3SSV # NGmi or A~CI3:dOCId ON XL\3:1:
91:60) 9661-CId'i-S2: 12:5# ~O~d dWI-S~~O~ ~N~WSS~SSV a~SOdO~d
00.(2:9'2:$ L82:2:9 2:S00-vT-le::-811-LO 12:5000
00.02:2:'2:$ LS2:G9 1S00-vl-L2:-S11-LO 12:5000
OO.OGG'2:$ LS2:G9 OSOO-vl-1C:-811-LO 12:5000
LL.992:'C:$ L82:G9 6vOO-v1-12:-811-LO 1G5000
OO.02:G'2:$ LSGG9 8vOO-vl-I2:-811-LO 12:5000
00.1799'2:$ L8GG9 LvOO-v1-1C:-811-LO 12:5000
09.61L'C:$ L82:2:9 9vOO-vl-12:-S11-LO 1G5000
OC:.LGv'C:$ L8GG9 SvOO-v1-TG-8T1-LO 12:5000
00.89('2:$ L8GG9 vvOO-vl-lG-811-LO 12:5000
OO.S9E'C:$ LS2:2:9 EvOO-vl-12:-811-LO 1(:5000
00.S9('2:$ LSGG9 GvOO-vl-12:-811-LO I2:5000
(::9.LSS'2:$ L8GG9 IvOO-v1-12:-811-LO 12:5000
00.1799'G$ LS2:2:9 O17OO-v1-1(::-811-LO 12:5000
00.02:(::'(:$ LSG2:9 SEOO-vl-tC:-811-LO 12:5000
OO.S9E'C:$ L8GG9 vEOO-vl-1C:-811-LO 1:2:5000
00.89E'(::$ L8G2:9 EEOO-vl-1C:-811-LO 12:5000
00.1799'2:$ L8(;2:9 2:EOO-vl-12:-811-LO 12:5000
OS.L9S'C:$ LS2:2:9 lEOO-vl-12:-S11-LO 12:5000
02:.L2:v'C:$ LSG2:9 OEOO-vl-I2:-S11-LO 12:5000
OC:.LGv'C:$ LS2:G9 6C:OQ-vl-12:-811-LO 12:5000
00.1799'2:$ LS2:G9 S2:00-vl-1C:-811-LO 12:5000
00.02::(:'(:$ L8G2:9 2:2:0Q-v1-1e::-811-LO "'[2:5000
OO.OG(:'(:$ L8G:G9 TGOO-vT-L2:-8TT-LO 12:5000
00.v99'C:$ LSC:G9 0C:00-V1-L(:-81T-LO 1G5000
00.0(:(:'(:$ L8C:2:9 6100-171-1C:-81"'[-LO 12:5000
00.0(:(:'2:$ L82:2:9 810Q-v1-TC:-811-LO 12:S000
00.0(:(:'2:$ L82:2:9 LTOO-vl-1C:-811-LO 12:S000
00.02:2:'(;$ L8GG9 9100-vl-1C:-81"'[-LO 12:S000
----------------------~~-~------------------------------------------------------
.LN3:WSS3:SS'i # Na<JV or XtltI3:dOtId ON AL\8rr
91:60) 9661-tIdV-SC: 1(:5# ~OHd dwr-Srr~otI ~NgWSS~SS~ a~soaOEd
00-0<::<::'<::$ 5€v(:9 5100-1(:-12:-811-80 12:5000
69-895'G$ S€v2:9 v100-10-1(:-811-80 12:5000
OO.OGG'<=:$ SEv(::9 E100-1C:-12:-811-80 12:5000
00.02:<=:'<:::$ SEv(:9 (;100-1(:-12:-811-80 1<:::5000
00.02:<=:'(:$ SEvG9 1100-1C:-12:-811-80 12:5000
00.02:2:'2:$ SEv2:9 0100-1C:-1<=:-811-80 1<::5000
00.0(:(:'(::$ 5EvG9 6000-1C:-12:-811-80 12:5000
00.0<.::(:'(:$ 5€!7(:9 8000-1<::-1(:-811-80 12:5000
00.1799'2:$ 9<::v(:9 52:00-2:v-12:-811-LO 12:5000
00.89E'2:$ 9(;172:9 vC:00-2:v-I2:-811-LO 1(;5000
86.6E5'<::$ 92:v2:9 E2:00-2:v-I2:-811-LO 12:5000
00.89('2:$ 92:17(::9 G<=:00-2:17-12:-811-LO 1<::5000
00.89('(:$ 9(:172:9 lC:OO-(;v-I2:-811-LO 1(;5000
00.1799'2:$ 92:17(:9 0C:00-<=:v-1C:-811-LO 12:5000
00.v99'(:$ 92:17(:9 6100-C::17-1C:-811-LO 12:5000
00.S9('2:$ 92:v<::9 S100-2:v-I2:-811-LO 1(;5000
2:v.680'E$ 9 <=:t'G9 L100-G17-12:-811-LO 1(:5000
OO.OG(::'2:$ 9(:172:9 9100-C:v-1(;-811-LO 12:5000
00.0(:2:'2:$ 92:v<::9 S100-2:v-l(;-811-LO 12:5000
6v.v2:('<=:$ 92:172:9 vl00-G17-T(:-811-LO 1<::5000
00.89E'<:::$ 9 <:::t'<=:9 E100-2:v-1(;-811-LO 1(;5000
00-89€'(:$ 9<::172:9 <::100-(:v-1C:-811-LO 12:5000
00.02:(;'(:$ 92:172:9 1100-~17-LG-811-LO 1(::5000
00.v99'C:$ 92:17(:9 0100-2:17-12:-81I-LO 12:S000
00.1799'(:$ L6GG9 OLOQ-v1-T2:-811-LO 1<::5000
OO.OG2:'(:$ L8C:G9 5S00-v1-12:-811-LO 12:S000
OO.OG2:'(:$ L8GG9 vSOO-vT-1C:-811-LO 12:S000
00.S9('(:$ L82:2:9 ESOO-17T-1(;-811-LO 12:S000
----------------------------------------------~---------------~------------~~---
~N3:WSS3:SSV # NGIT'i ar X.LCI3dOCId ON XA3:lJ
91:60) 9661-tId\i-S2: 12:5# ~OHd dWI-S~~O~ ~N8WSS8SSV a8S0dOtId
00.02:C:'(;$ 5E17(;9 (1700-1(;-1(;-811-80 12:5000
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00.02:2:'<:::$ SE17C:9 11700-12:-1(:-811-80 12:5000
00.02:2:'2:$ SE172:9 01700-12:-1(:-811-80 12:S000
OO.S9E'C:$ 5E172:9 6EOO-1C:-12:-811-80 12:5000
00.S9E'(:$ 5EvG9 8EOO-1C:-1(:-811-80 1(:5000
00.1799'(:$ SE17(:9 LEOO-IC:-IC:-811-80 12:5000
69.895'2:$ SEv2:9 9EOO-1(:-16-811-80 1:2:5000
00.02:(:'(;$ SEv2:9 SEOO-1(:-TC:-811-80 1C:5000
00.02:2:'2:$ SE172:9 17EOO-12:-1(;-811-80 12:5000
OO.OG(:'2:$ 5Ev(:9 EEOO-12:-1C:-811-80 12:5000
OO.OLv'C:$ 5EvC:9 2:EOO-12:-12:-811-80 12:5000
2:5.618'(:$ SE172:9 1EOO-12:-12:-811-80 12:5000
OO.OGC:'(:$ 5Ev2:9 OEOO-1C:-1C:-811-80 12:5000
00.02:2:/2:$ SE17G9 6C:00-IE-IC:-811-80 1C:5000
00.02:2:/2:$ SE172:9 82:00-12:-12:-811-80 12:5000
00.02:(;/(:$ SE17<:::9 L2:00-1(;-12:-811-80 12:5000
00.02:(:/(:$ SEvG9 92:00-12:-1(;-811-80 1<::5000
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(;600-SS~IZ-8II-9NId <6B ~OI JO llBd) 9Z(; 00 N sIQeo!(dd13 J8LnO pue 'LO''I~88 'GO'V'~88 enlBlS B10SeUU!V\! I\q pep!^oJd se 'JededsMau pegnenb
UO!S~A~pqns S,101!pnV
:Sh\OIIOj SB paq!-IJsap 'puot! 83fB1 SSBg JO tUnos pUB B sa uon-eO!IHenb 5u!lnl!lSUOO slUeW81!nbeJ 9ljl !O liB lU!M pendwo::> SBLI JsdedsM9u 8l!i ('\7')
SJ{JRq PBO.IIfEH a!JBI>\J '18 1InES 78 rnEd 'lS 'sHodBaUUU\r
cHn JO q1.IOU aIe lEyl 'N 'a^v 4199 pUB aA~a iaBqduti "~S
I'N 'aA\, P1S9 "N 'ahV PUZ9 'aA!lO aUHa~uv "N 'ahV uo~alO "MOlsq pSlElS 8JE 4~!4M
:'N 'aAV B~UBhr.\Suuad :"N '2JAV Jaqanb I'N 'aAY PUBISI
apmfa "N '8AV lelwns ~u~nnqB sarl-lad01d IN '! SlOB! 8Ln lO eBpSIMoU>i un! sell pUB { +SOd-unS
:BlOsauuU"i 'adoH b\8 N JO se UMOU)I J8dEdSM8U 8Lt} IO Ja4S!lQnd 84l JO eSAOldwa pUB lue6-e pezpo4lne JO J84S!IQnd aLll
;.\l!J cnn U! 'SMOlIO] S~ S! pUB apuw palap.IO uaaq SEl{ t{J!l{h\
luawahOldUl! p~BS A4 pall!}auoq pUBI ,.10 laJ1Bd .10 a~a~d
ClOt .uaAa JO SlS!SUO:l passasSE aq 01 pas-odold BalE aqJ, S! 84S/84 relit SABS 4l'80 UB UO UJOMS ^Inp 6U!sq , >fepu~w 8l Sluaa
'uo!padsu! :JHqnd 01 uado pUB 1[J8I:J
.('H:) atp ttl!A\ an] uo S! IID.I luaurssasSE pasadold aq.L (Nld3NN3H .:10 A..LNn08
. "pafo.1d al.{l 818Idwoo 01
pal!nOtU .{lqBuoSBa1 sa;)~.\-Ias pUB SJI.IOb\ lUBuallnddB .Iaqlo
HE pUB sa.rnpn11s 'luBua:}lnddu .raqlo ISlUaWaAO.Idtut l~M\aS 'S8
A..rel!UBS pUB UllOiS 'aJUj.IOSiruqdSH pUB asaq JO liO'tpn..I1S
-liOJ t.z-al1n.~ pUB cpno 8l810UOJ 'SWallS renuaplsa1 yj sanw (VIOS3NNIl^J .:10 31'v'lS
L'S JO 2upBJ.InSa.I pUB UO!pnllSUOJal atn S! 1U8tuaAO.IdwI
aqi jO alnlBU rBl8U81} 8q.L 'Ipuno:) Al!J aql .{q pa.IaplO
a10Jo181a1.1 1(,9 "ON lUaWaAo.IdwI18ll\8S llUO'lS pUB 1aa11S
9661 8ql 10j sluawssaSSB pasodold 8tH Ot suopJafqo .I8 NOI!\1~I,gnd :10 !IAVGE:i:jV
~P!SUOJ 01 'w'd 1{;)O[J,O OO:L lB 9561 '~{EJ.~]O ABP 41ST al.{l uo
'tqosauuU'l 'adoH h\aN JO .\'l!J 8l.{1 U! tP10N 80USAV uOI.{X 1Oifi1S..uns ~ ~
~OVt 4'8 rfBH .{1!C) 8t.{} U! laalU lHA\ 'tqosauuH~ ladoH b\8NJo
A1!J 8t.H JO IPuno;J .A1~:) arn 1'BT.{1 uaA!2 .{qa.Iaq s~ aJ!1D N ~~~
CJ.oafO.Id 1aa.llS 9661)
1(;9 'ON ~\IffiAJ:!LJ\.O'Hdl\il H~\\.3:S I\fHOJ.8
<INV .L3:IDIJ$ HO.!! S.L"'-"'3:WSS3:SSY
NO flN:nIV31I dO 33I.LON
(UOH'BOnqnd [B!:J!..!JO)
adOH MaN 10 Jt~!O
-.....-
>I~al:J "+~J
JWJW 'auoal a~JalE^
~rmj,
'''la~aJU~S
· luaBe 8:):elsa
Ll?8J Jno" AJ~+OU 0+ 4S~M "EW no" 'UO~ll?nl~S s~4l u~ 8~l? no" J1 · awoLl J ~ 8'-1'+
5u~llas ~o ssa~o~d a4l u~ ^L+uaJJn~ suosJad lJ8Jla ^lUO lL~M UO~lErnJoJu~ s~41
.ALlJ04S no" 0+ P8L~l?W aq ll~M
6u~,.rea4 :)~Lqnd 84l JO a:>~lou Ll?~J~J.:J.o u'! .BU~Jl?84 J~Lqnd lJ8rOJd l88Jls 6u~woJdn
UE LUOJj l LnS8J II ~ lit II l u aw S sa SSE 6 U ~ P u a d II J l? L ~ w ~ S l? ll? 4l P a :J.'e d ~ J ~ l u E S ~ l I
.pa^OW8J uaaq SE4 IZS lJ8rOJd JOj. AlJadoJd JnOA lSU~E6l? IIluawssassl?
5u~puadll aLll '6u~+8aw 4lVG l~JdV Sl~ lE L~JunoJ ^l~J 84l Aq Ua~l?l UO~lJE 0+ ana
:J8UMQ AlJadoJd Jl?80
IJ3rOHd IN3W3^O~dW1 133H1S 5661 :lJ3ranS
S6GI 'z AEW
Blv99 NL^J 3dOH M3N
8ZvS9 N~ 3dOH M3N N 3^ \f H31JI\InS 6609 8ZvS9 NV\I 3dOH M3N
N 3^ \f l::I3lL^JnS 9609 }:fv03:J 1 N 3^ \f tl31.II\InS 0009
H3NaNV'l::ID 13\1'H:lIV\l l)fvL'\l V'aNI1/)ll::IV~ 313~S V'ctV8tiV'8/NHOr
Z600 ZZ L (;-8 L L -SO L600 Zl LZ-B L L-SO 0600 Z'l LZ-8ll-S0
98v99 NW VNla3
9 L v# S 3^ V )fHOA O'lZL 8ZvS9 NV\I 3dOH M3N BZv95 NV\I 3dOH M3N
NOSN38 VNNOa N 3^ 'V tl3.1V\1nS 9 LOg N 3^ V tl31.V\lnS 17(;09
3H:lSOl::l VNNOa aV..LS:JOH AtlV'D SNO~IS NV'sns
6800 ZZ L Z-S L L -gO 8BOO lZ L (;-S L L -90 LBOO II L Z-B L L -gO
8'lvS9 NV\I 3dOH M3N
8l17S9 NV\I 3dOH M3N BZv99 NV\I 3dOH M3N N 3^ V Cl3..lV\lnS Bv09
N 3^ V tl3..LV\lnS ZE09 N 3^ T/ l:J3.1V\1nS Ov09 S331.Sntll. - Ntl3Hl. ct :I
t1f N3ZNvr NHor A31aNU:18 r/OtlVHJlti tlf NH3Hl SIJNVCJ:I
9800 ZZ L Z-8 L L -90 9800 ZZ L Z-B L l-9O v80a ZZ L Z-8l L -90
8Zv99 NV\I 3dOH M3N 8ZvS9 NII\I 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ V C13..lV\lnS 9909 N 3^ V ~31.L^JnS 17909 N 3^ T/ tJ3.1L^JnS ZL09
}J31110J III V d/01VNoa l:I3A3 V\I 31:J}:fv'~/ AOtll SI1105 OCl'VH:lI}j
8800 'l'Z L Z-g L L -gO 'laaa 'lZ L Z-8 L L -90 LaDe ZZ lZ-Bll-90
8lv99 NV'J 3dOH M3N BZv99 N~ 3dOH M3N 8(;1799 Nv.J 3dOH M3N
N 3^ V V>I..l3NNIM 00 L9 N 3^ V l.S L9 OLSL N 3^V .iSl9 OSSL
J.SlnONOH9 V'aNll/13INva 33>1JV\I ..Ll::I380~ acHVl V'HOV1/13INva
9Loe ZZ L ZooS L L -gO gLOa ZZ LZ-8l L-90 vLca Zl LZ-8l L-9O
8Zv99 NL^J 3dOH M3N
8Z1799 NL^4 3dOH M3N N 3^ V l:I31.V\lnS 60 L9 8Zv99 NL^J 3dOH M3N
N 3^ V Cl3.1L^JnS LO L9 ~NI NOldfI\JV'::l >lHOL^J N 3^V Cl31.V\tns Lt L9
41 1300N)f J/r Cl3H:>\fL^JH30Vl:I NOINIS N\f~3aI3H G1\fNOO
.. 8LOO ZZ lZ-8LL-9O ZLOO Zl L ZooS L L-9O LLCO ZZ LZ-B L l-9O
8ZPS9 NV\I 3dOH M3N
Blv99 NV\I 3dOH M3N N 3^ V l:I3.lll\lnS E:E: L 9 € L E:SS NL^J 01\f::J:lnS
N 3^V tJ31.V\lnS 9ZL9 A3>1C10H r 3N 3A V OCl8 Z L Z L
A..Loa HVClO83a/NI^3>t NOSCl31.3d 3:>11'v' CJ3111V\1 L^J/OHVHJIH
OLOO ZZ LZ-B L L-9O 6900 ZZ LZ"8 L L-9O 8900 ZZ L l-8 L L -90
8Z1'99 NL^J 3dOH M3N
N 3 A V l.S 19 008 L 8Zv99 NL^J 3dOH M3N L L PS9 NV\I SI1OdV3NNIL^J
3NI\fH:>30 a N 3A V H..L09 6 LLL N 3^ 'V NO.1M3N 8Z8l
N311\fS 3 NV'IO/NV'Hl. V'N 310:> ..lS3C1t10:l Ol.13d NIAH3V'J
L900 ZZ LZ-g L L-9O L900 Zl lZ-g L L-9O 9900 ZZ L Z-B ll-9O
BZv99 NV\I 3dOH M3N BlP99 NV\I 3dOH M3N 811799 NL^J 3dOH M3N
N 3A\f ..lSL9 60LL N 3^ 'r/ ..lS L 9 LOLL N 3^ 'r/ .is 19 OtLL
Cl3ll3^ N/N3C101 NOS N'<tI..lS ICJ HJ NV'sns/a~rvH:>n:1 )lHVII\I HJl. \1)1 L^J/CI
8Z00 lZ L (;-8 L L -gO zzeD ZZ L Z-B L L -90 LieD ZZ LZ-9 L l-9O
Blv99 NV\I 3dOH M3N 8ZP99 NfI'J 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^ V .is L9 OZLL N 3^ V .lS 19 OOLL N 3^V ..LSl9 DB9L
<II'
H38V\1n:> Vti830/3:>nH8 H3.lN3dHVJ V\lV'ttl.tl38 NOSCI\fl Al:I08388,
OlOO Zl l (:-8 L L -90 6 LOO Z'l Ll-B L L-SO 8 LOO lZ lZ-B L l-90
817899 NfI'J SNI>ldOH
N 3^ 'V H..lll 9ll
A 'if ^SlOr AJNV'N/aN'tlO8
0(; LO ZZ LZ-g L L-9O
811799 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N BZv99 NL^J 3dOH M3N
N 3^V H.L09 6tBL N 3^ V HJ..09 LOSL N 3^V 1S L9 6ZaL
~3)f~:fv8 A31S3M A>lSNOl ~380H NOS380H llO:>S
altO Zl LZ-8tL-9O LLLO ZZ Ll-BLl-SO 9LLO ZZ LZ-BLL-9O
8lvS9 NV\I 3dOH M3N Zvv99 NV\I H..lnOV\lA ld 8(;1199 NV\I 3dOH M3N
N 3A'V 1.5 L9 68BL N 3^ V H..l8v 9090 L N 3A V :l383nO 8L69
OClO:l3HJOtJ ^~fv'~/L^JO..l anH3V\1S NCl3:1/N311V' tl3.lS0d Vl3DNV/NI^3>1
.
.. 9LLO II LZ-8LL-SO 90 LO ZZ LZ-8 L L-90 90LOZl LZ-8LL-9O
8(;1799 N~ 3dOH M3N
N 3^ V' H3.LL^JOS LOO9 8lvSS NIf\I 3dOH M3N BZv9S NV\I 3dOH M3N
138\fS8CJ38 NI^l:i1 ld 831.V\lnS 6009 ld l:i31.L^JnS L L 09
l.N3~NI^ J/VlanL^J3890 ~ ..LSln01HVO NVIl:i8 III L^J H:>S 113ssn CI
170tOZZ LZ-BLL-9O 80LOll LZ-8LL-SO ZOLO ZZ LZ-8LL-90
8Z17S9 NL^J 3dOH M3N Blv99 NV\I 3dOH M3N BZ1799 NL^J 3dOH M3N
ld H31.L^JnS 9ZOg ld l:J3..lL'\lnS 8809 ld Cl3..LL^J n S L 1709
NON8V'8 311nr/SV'~OH..l NO.1 11V\1VH A31S3M N\fL^JHON NN'V 3Nvr
LOlOZZ LZ-8LL-SO DOLoze; LZ-BLl-9O 6600 ZZ L Z-B L L -90
BZvS9 NL^J 3dOH M3N
8ZvS5 NfI\J 3dOH M3N BlvS9 NL^J 3dOH M3N ld H3.1~nS 9909
ld l:f3.LV\lnS 61709 ld H3.LV\lnS L909 l.S3M L^J
V\lO>llllM VN031/NHor DNnl N31~'V/NA lOCJV':> NOSNV'H AtJVV\I/ONOV\lA V'l::I
8600 ZZ L Z-B l L -so L600 Zl L Z-g L L -90 9600 Zl L Z-8l L -90
8Zv99 NII\I 3dOH M3N 811799 NV'J 3dOH M3N 8Zv99 NV\I 3dOH M3N
ld H31.WnS 8L09 ld tl3.1t.^Jns l B09 N 3^ V H31wns 6809
000.1 N33110:J/13VH:>IV\I NOSN3..LHOIf\I 31'9'0 S\f ..L3NVV\I NHor
9600 II l ZooS L l-SO v600 ZZ L Z-B L L -90 8600 ZZ l Z-BL L ..so
~U!^!l ^1!W~.:l JO.:l ~~^l!3 palAlS AI!W~.:l
}{:Iat:J A~l::>
~wow lauoa~ al~ateA
I Ata.J:9oulS
.~oa~o~d aq~ JO pas1~dd~ nol
daa~ O~ pOl~ad uOl~on:r~suoo aq~ 6ul~np sUl~atTnq ~oa~o:rd 11~m tI1A
A~l~ aq~ .aun~ ~o A~W ul uloaq ttl~ uOl~on~~suoo ~eq~ pa~edlo1~u~
sl :+1 :+nq 'W'10U}{ :+S^ ~ou a.I\2 sa:+~p uOl:+on.J:~suoo 011"}:OadS
-uol~on.I:+suoo .J:a~as m.IO~S aq:+ DU1~oTtoJ paqo~ed aq TI1A
~aa.:z:+s aq~ pue 'pasodo.:zd S~ anuaAY ~S19 pue q:+09 ul pa~on~~suoo
aq PTno~ .:ral'las UUO~S at{:+ ~ 12q:+ pasodo.:rd 81 :+ l' I .:z:aAal'loH .laa.z~
~uamssassE aq~ mO~J papnToxa aq IT1~ ^~.Iado.J:d .J:noA ~~q~ paulm~a~ap
uaaq seq ~1 pu~ '110uno~ A~l~ adoH AaN aq~ Aq pa~alAa:r At:+uaOa.I
a:ra~ pooq~oqqDlau :InOA ul (SDul~U~.I I~d) suol:+EnTEAa aOEJ~ns ~aa.J::+S
-A:+.1:ado:rd
.Inol ~sule6E ~uamssassE teloads E ul DU1~lnsa.J: ~os~o.J:d :+uamsAo:rdml
:}.aa.:t:+s 9661 aq:+ U! papntoul aq 0:+ pasodo.:zd s-e~ A:+.7ado.J:d .:InOA
:~a~o ^~:rado.:zd ~eaa
g661 'vt A.:zen:rqai
9LI9-189-Zt9 :xtJ=i 1dsO SJ!d 60l9-tS9-Zt9 :001
099L-E89-Zt9 :XE!=i s>{JOM J!/qnd 8Z8P-889-Zt9 :s>{JOM J!/qnd
PLt9-t89-cl9 :XE!=i aJ!/od OLl9-tS9-Zl9 :aJJ/od 868P-8cP99 tJJosauu!w ladOH MeN
98l9-l89-Zl9 :X8=i 118H AJ,f;) OOl9-t89-Zt9 ://8H AJJ:) LfpoN anuall\t UO/AX }OPt7
BZvS9 NV'J 3dOH M3N 8lvS5 NV\I 3dOH M3N 8'l'1759 NV\I 3dOH M3N
N 3^ '" :>383nO L vOg N 3^ 'V :>383nO 6P09 N 3^'" J383nO L909
NOS10 A lCJ38V\1I>1/ AONV'CJ HSll VI~I~l. Vd NVHINNIV\I V'J/M
9E:OO Zl ~ Z-g L ~ -gO 9€OO Z(; ll-8l L -90 17800 ZZ L Z-g L L -gO
8(;vS9 NV\I 3dOH M3N
8(;1799 NL^J 3dOH M3N 811795 NV\I 3dOH M3N N 3^ V ON\flSI 3aOH~ LOO9
N 3^ V J383nO 9909 N 3^ V :>383no EL09 Z3H3d ~
NVH33HS 3NICJ3Hl.V')I NVV\ln3 N AtlV'L^J VIlA \fH AaNIJ/3INCI\f
8800 II LZ-8LL-90 l800 ZZ L l:-9 L L -90 L800 II LZ-9 L L-9O
8Z1799 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ V ONVlSI 300HCJ 6009 N 3^ V ONV1SI 300HCI L LOg N 3^ V ONV'lSI 300HCI 9Z09
NOS10 .lH380l:l H3111L^J NOOtJ08 N3DVH N31tl\fL^J
O€OO ZZ L Z-8 L L -90 6100 ZZ L l-S L L -50 BlOO ZZ L Z-g L L -90
8Z179S Nl^J 3dOH M3N
N 3^ 'if ONV1SI 3aOH~ 8809 SlP99 NL^! 3dOH M3N 8lP99 NII\I 3dOH M3N
I^I)I N3HV)I N 3^ V ONV1SI 300HH L v09 N 3^ V ON\flSI 300HCI 6v09
113NNOO/O N3HV)I 1:J 3111 H JJ::l38 0 l:J tf3L^Jl10^ N3^3LS
Lzoa ll' L (;-8 LL -SO 9100 II L Z-8 LL -90 SlOO Zl L Z-S L L -90
811799 NV\I 3dOH M3N Blv99 NL^J 3dOH M3N 82:1799 NL^J 3dOH M3N
N 3^ V aNV1SI 3aOHH 9909 N 3^V l.SL9 099L N 3^V J.SL9 Ov9L
Cl3..LN3dClVJ 1/V013C1 A311'18 3N030 N3NN3H 3N3Dn3
17(;00 II L (;-8 L L -90 LLOOZZ LZ-BLL-90 9LOO lZ Ll:-SLL-90
8(;1759 NII'J 3dOH M3N
N 3A V .is L9 Ol9L BZ1799 NL^J 3dOH M3N BZv99 NL^J 3dOH M3N
H3NVII\J3f A N 3^V .iSl9 OO9L N 3^V lSL9 Ol9L
M V'HSV'D S l::J3NN3.l alA va H3L^JSV'f 3N'1IO/81\fCl:l
9LOOll LZ-BLL-9O vLOOlZ Ll-8LL-9O 8LOOlZ LZ-BLL-90
Blt'99 NL^J 3dOH M3N 8lP99 NL^J 3dOH M3N BZt'S9 NV\I 3dOH M3N
AVMOVOCl8..LS3M LOL9 N 3^ V :J383no 0009 N 3^ V :J383no B009
NOS1ClV:> N33tfnVl^J SIV'lS S3V\1V'f ll3101^ HO.l:JI^
ZLOOZl LZ-8LL-90 LLOO ZZ LZ-BLL-9O OLOO Zl LZ;-SLL-90
811799 NV\I 3dOH M3N 8lv99 NII\I 3dOH M3N 8lv99 NV\I 3dOH M3N
N 3^ V :J383no 9 L09 N 3^ V J383nO vlO9 N 3^ V :J383no Z809
38308 r/3Nvna 3V\lnVIHJJ::l38 3JN3C1MVI N30tf\J \fHl.ClVL^J/01OClH3f
6000 lZ LZ-8 L L-9O BOOO ZZ Ll-9 L L-9O LOCO II L Z-8 L L -90
8lv99 NV\I 3dOH M3N 8Z1799 NV\I 3dOH M3N 8ZP99 NV\I 3dOH M3N
N 3^ V :>383no Ov09 N 3^ V J383no 8v09 N 3^ V :J383no 9909
3E>nVH N3^3.lS Sll.38811. 3INNOJ/lCl380Cl I)lSM3131L^JHJ Cl3DOH
9000 II LZ-8 L L-9O 9000 ZZ L'Z-g LL-SO vooe II L (;-8 L L -90
8(;1799 NV\I 3dOH M3N 811799 NV\I 3dOH M3N
N 3^ 'r/ J383nO v909 N 3^ V J383nO ZLD9 (S3Lltl3dOHd 817)
ssn3~d In'td 3HOtl 3NU:13Hl V')I/QHVllIM .l:l3rOHd L33Hl.S 966 L CfO::l
8000 Zl L Z-8 L L -90 lOOO ZZ L l-B L L -gO a3SS3SSV' ..LON S311CJ3dOHd
SlvS9 NV\I 3dOH M3N
^V'Ma\f0~8 153M 8809
1\f38 A31HIHS
LZ LO ZZ Ll:-S L L-90
811799 NII\J 3dOH M3N
Blv99 NII\I 3dOH M3N Blv99 NII'J 3dOH M3N N 3^ V H.109 689L
N 3^ V' H..L09 6L9L N 3^ \f H1D9 6S9L aH\fDZl.H3 H
NOS10 A3S\fJ/3NNA.l NOSH30NV' NV'SnS/..lHn>l NOSaOa Hlntl/llVON\fH
9900 Zl L Z-B L L -90 v900 lZ LZ-B L L-9O €900 Zl L Z-S L L -gO
Bl1799 NL^J 3dOH M3N BZv99NL^J 3dOH M3N BZvSS NV\I 3dOH M3N
N 3^ V ONV1SI 300HtI lL09 N 3^ \f ON\flSI 300HH '11909 N 3^ V ONV1S1 300HH 9909
NOS13>1:lIV\l NVS/3JICJnVV\I NOSNOL^JSO 3:JAOtlV NVII\IH3>1:JV NVOrl M3H..LL \fV\l
L9QO Zl LZ-B L L-9O 0900 II L (;-S L L -90 61700 II L (;-8 L l-90
BlvS9NL^J 3dOH M3N Blv99 NII\J 3dOH M3N Bl17S9 NV\J 3dOH M3N
N 3^ V ON\flSI 300HH SvOg N 3^ 'if ONV1SI 300HH 01709 N 3^ \f ONV1SI 3aOH~ Z809
av 1.510:1 OlVNOH NVL^J:I:JOH NHOr NOSNI80H o NOL^JA VCI
S1700 ZZ L l-8 L L -gO LvOO II L l-8 L L-9O 91700 l'l L Z-B L L -90
8Zv99 NV\I 3dOH M3N 8Zv99 NV\I 3dOH M3N
Blv99 NV\I 3dOH M3N N 3^ V aNV1SI 300HtI 9 L09 N 3^ V aNV1SI 300Hl::I B009
N 3^ V ONV1SI 300HH vlO9 1.3 VtlN 0 :> NVL^JHH3L^J NHOr
~3aNll 3NI~3Hl.V:>/al^Va 3Dal..LS3Hd \f~fv'8~V8 3aOHCllJ..O:>S
91700 ZZ ~ (;-8 L L -90 171700 II lC;-g L l-9O €1700 lZ L l-8 L L -gO
8Z17S9 NIN 3dOH M3N 8lvS9 NV\I 3dOH M3N 8lvS9 NV\I 3dOH M3N
N 3A V aN\rlSI 300HtI 0009 N 3A V ::>383nO LOO9 N 3^ V :l383nO 6009
SCl31.3d l/NHOr Cl313t1..lS HdlOaV d31~8 GH\fHJltJ
ZvOO Zl L Z-8 L L -gO L 1700 lZ ~Z-8 L L-9O OvOD ZZ L Z-8 L L -90
811799 NV\I 3dOH M3N 811799 NII\I 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^V 8383nO LL09 N 3^ \f :>383nO 9109 N 3^ V :l383nO 8809
SI:lNVCI::I VHnV1/alVH3r 3SV31 ..lH380H H3nV81H30V\ll.tl38tJON
6800 ZZ L (;-8 L L -gO 8800 ZZ Ll-8LL-90 L800 ZZ L Z:-8 L l-90
"
~U!^!1 ^I!we.:l JO.:l ~~ ^l!:J pal^lS ^1!We.:l
.:>ua
"JelJ ^l~J
JWJW 'auoal a~Jal~^
7~
-(SEE uo~sualxa) 009~-9E9 lE 'sal~~:>osSV ~ ~!LJapuv
'auaso~ 'OOJlSauo8 'UOSUEH ~JEW Ol pa+JaJ~p aq "EW lJaroJd s~4+ 6u~pJ~5aJ suo~lsano
.5661 .1 ^EW ~q lLEH ~l~J Ol WJoJ s~ql L~~w PUE 8l8ldwOJ aSE8Ld
.sdwnd dwns J~a4+ WO~} Ja+~M punoJ6 JO a6JE4JS~P a4l 4l~M ado) SJ8UMOawo4 dLa4 0+
UELd J8llaq UEJ 8M '86JE4JS~P ~84l 8J84M SE lLaM SE ls~xa sdwnd dwns 84l 8Ja4M SMOU~
^+~J 84+ J1 .~aMas ^JEl~UeS 84l 0+ sdwnd dwns ~o a6JE4JS~P a4+ a+eU~W~la/aJnpaJ
0+ ado4 SI^+~J a4l S~ +1 · ^+ ~ J 84l Ol UJnl8J pU'e ala L dWOJ l L ~M a l ~ l u ~ 'e...lp JO
dwnd dwns E SE4 04M J8UMOawo4 4JEa adoq aM 4J~4M WJOJ na6Je4~S~a pue uo~+~~o, dwnd
dwns" e s~ pa4JEllV -a6JE4JS~P "84+ aJ84M PUE sdwnd dwns S,J8UMOawo4 JO UO~lEJOL
84+ ^J~+uap~ 0+ 6u~+dwa++E s~ ^+~J 84l '+Jaro~d 6u~J~JJnsaJ laaJls 84+ }O +JEd sv
.EaJE +JaroJd 84+ u~ papnlJu~ s~ ^lJadoJd JnOA PUE 6u~JEJJnSaJ JO paau
u~ SE pa~~~+uap~ uaaq SE4 +aa~+s JnOA 'aJEME aJE nOA sV .6u~laaw l~JunoJ ^+~J 4+,2
l~Jd~ 84+ lE paJap~suoJ aq ll~M sp~q lE4+ palEd~J~lUE s~ +1 .+JaroJd 84+ UO sp~q JOj
+uawas~+Ja^pE aZ~J04+nE ll~M L~JunoJ 84+ lE4l PUE 6u~laaw L~JunoJ ^+~J 4lLZ 4JJEW a~l
lE LE^OJddE ~O} l~~unoJ ^l~J 84+ 0+ pa+uasa~d aq ll~M SUO~lEJ~J~Jads pu~ SUELd LEU~J
84+ lE4+ pa+Ed~J~+UE s~ +1 .lJerOJd lU8W8^oJdwI laaJlS S661 84+ JOJ suo~+eJ~J~J8ds
PUl? SUE l d LEU ~J :J.o uo ~ ':l:e...redaJd 84+ paJapJo ^ L lUa~aJ l ~ JunoJ ^+ ~ J adOH MaN 841
:JauMQ ^lJadoJd adoH MaN Jeaa
IJ3rO~d IN3W3^O~dWI 133M1S 5661 :1:l3rSnS
S66! 'Lt 4::>JEW
9Ll9-t89-ct9 :xt!:d 'J,daO 8J!:d 60t9-te9-Zt9 :001
099L-EE9-ct9 :XE:.:f S>/JOM ~!Iqnd EZ817-Seg-( 19 :s>/JOM J!/qnd
17Ll9-t89-Zt9 :xe::f aJ!lod OL!9-!S9-ct9 :a:Jf/Od 86817-8(1799 t!Josauu!w '8doH i\18N
9Sl9-tS9-Zt9 :xed IreH IfJf:) 00 t9-lS9-( t9 :/IeH AU:) L/JJON anUBIt tI UO/;1X lOrt'
JO!\
"
"
I2S dWI
6661 -t AeN Aq ~O~ u%n~a~ asestd
8ZtSS; NH ' IdOH UN
N ah~ N~^X tOtt
:ic!OH MaN .10 XtLIO
S~NaWSSaSSY ~I~3dS : o.:L inlOd tnUl.L:ia
-
: SJiNaHWO::>
1'10U}I :t"uoO
.IaM-as ^.'le~TUes
~ea.I~S
:O~ saD.I~q~slP qOlq~ atl~ ul~~P
p.z'eX a^~q ~nq 'dmnd dmns ~ a^~q ~ou op I
^OU)I :l.uoQ
.:taM-as ^.Ie~lUes
:+aa.I~S
P.I'eA :O~ saD.'l&qoslP dmnd dmns ^w
ON sax ~'ea^ e saml~ Aa~ ~ u~q~ a~om sun~ dmnd dmns ^W
ON sax dmnd dmns 12 8^eq op I
:SNOHd aWI.:LAYO
:SS:3:'aoav
ae~OSIa ! NOI~YOO~ 4H04 axos
Slr~3WS 53 S SV' l'v'I J3 d S
8lt99 Nlf\J 3dOH M3N 981799 NV\I \fNI03
N 3^ V H31.L^JnS 6609 811799 NV\J 3dOH M3N 9 ~ v# S 3^ V >lHOA ellL
HVG3J 1 N 3^ 'V H3.1V\lnS 0009 NOSN38 VNNOa
J)l\fl/'J \fONI1/>n:I\fV\l 313>18 'Q'tJ't8HV'8/NHOr 3H:lSOH 'v'NNOa
L60D zz ~Z-8 L L-SO 0600 ZZ LZ-B L L-9O 6800 ZZ L Z-B L L -SO
BZ1799 NL^J 3dOH M3N 8"2:1799 NL^J 3dOH M3N 8(;1799 NII\I 3dOH M3N
N 3^ 'rf H31.V\lnS 9 LOg N 3^ 't H3J.V\lnS 17(;09 N 3^ V H3lV\lnS Z809
O\flS:JOH AtlT:l8 SNOL^lIS N\fSnS Cfr N3ZNvr NHOr
8800 lZ L Z-8 L L -90 L800 II LZ-BLL-90 9800 lZ L l-B L L -90
8lv99 NL^J 3dOH M3N
8Z179S NL^J 3dOH M3N N 3^ 'if Cl3lV\lnS 81709 811795 NV\I 3dOH M3N
N 3^ 'if H3lL^JnS 01709 S33J.snHl. - Ntt3Hl. 1:1 :i N 3^ V H31L^JnS 9909
A31GNIH8 f/OH'v'H:::lltl Hf NH3H..L SI:)NVH::I H31110:) ILlVd/G1VNOa
9800 l(; l (;-8 L l-90 v800 ZZ lc:-8ll-90 8800 lZlZ-B ll-9O
8l17S9 NII\I 3dOH M3N 811799 NL^J 3dOH M3N BZvS9 NL^J 3dOH M3N
N 3^ 'if H3ll^JnS 17909 N 3^ T;J H3..LL^JnS ZL09 N 3^ 'V 'v'>I..L3NNIM 00 L9
tl3A3V\J 31:JH\fV\JI AOtLL 811108 GtlVH:>IH ..LSlnONOH8 VGNI1/13INV'a
l800 II L (;-8 L L -90 L8DO II Ll-8LL-90 9LOe lZ L (;-8 L L -90
811799 Nlf\J 3dOH M3N 811799 NlI'J 3dOH M3N 8(;1759 NlI'J 3dOH M3N
N 3^'V .lSL9 OlBL N 3^ \f .is L9 OS8L N 3^ V tl31L^JnS LO L9
33)1~1I\I ..LCJ380tJ 081\7'1 \ftJn\f1/13INVO 1300N>I 'J/r
9LOO II LZ-8LL-9O vLOa II Ll-8 L L-90 8LOO II L l-Bl L -90
8lv99 NV\I 3dOH M3N
N 3^ \f tJ3..LlI\JnS 6019 8(;1799 NL^J 3dOH M3N SlvS9 NV\I 3dOH M3N
:lNI NOldL^J\fJ >l80L^J N 3^ \f tJ3.1L^JnS Ll L9 N 3^ V H31ll\lnS 9Z L9
CJ3H:J'tfL^JtJ30'v'tI NOL^JIS NV'L^J3013H G1VNOa Aioa H'VCJ0830/NI^3>1
lLOO II L (;-8 L l-90 lLOO (;l lZ-9 l L-90 OLOO II ll-8 L l-9O
8(;1799 NL^J 3dOH M3N
811799 NL^J 3dOH M3N 8l8S9 NlI\I OlV=I:Jns N 3AV ..lSL9 008L
N 3^ '\I 83..LV\lnS E8l9 3N 3^V OHt; lLlL 3NI\fH:J30 a
A3>1CJOH 3J11\1' t13111V\J L^J/OClV'H:>ltI N311V'S 3NVIO/NVH.l'v'N
6900 ZZ lZ-BlL-90 B900 II L l-B L L -90 L900 ZZ L Z-g L L -90
8lt799 NL^J 3dOH M3N L L 1799 Nlt\I SI1Od\f3NNIL^J BZv99 NV\I 3dOH M3N
N 3^ 't H.109 6lLL N 3^ "V NOlM3N 8l8Z N 3^ V is 19 60Ll
310:) .lS3t1tJO:l O.l13d NI^H3L^J Cl3..Ll.3^ N/N3HOl
L900 ZZ l (;-8 l L -90 9900 lZ l Z-g L L-9O 8Z00 ZZ L Z-g l L -90
8lv99 NV\I 3dOH M3N 8Zv99 N1/\I 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^ '::I .is 19 LOLL N 3^V ..LSl9 OvLL N 3^'V lSL9 OlLL
NOSNV'JiSIl:JHJ NVSnS/OtlVHJICI >ltI'::IL^JH:li \7')1 V\I/tI Cl38L^JO:> V'H83G/3:JnCl8
'llOO ZZ L l-8 ll-9O LlOO II LZ-8Ll-90 OlOO ZZ L Z-B L L -gO
8'2:1799 NV\I 3dOH M3N 8'2:1799 NL^J 3dOH M3N
N 3^ 'V .is L 9 OOLL N 3^V .1SL9 OB9L
H3.lN3d8V'J V\I'dtfiH38 NOSHV'l Al:I083C19
sLOD II Ll-8LL-90 8100 II LZ-8LL-9O
^ lNO L^JClO:i dL^Jnd dV\lnS
811799 NL^J 3dOH M3N 82:1799 NL^J 3dOH M3N 8Zv99 NV\I 3dOH M3N
N 3^ V Cl3..LL^JnS LZ179 N 3^ V Cl3.1LNnS 6lv9 N 3^ V H31.L^JnS L8v9
dHOH.l..lnHJS SINN30 NOSClV'3d S3V\J\ff S31~ M d "V
9t:OO 88 L Z-8 L L -90 17EOO €S L l-9 LL -90 8800 E8 L (:-8 L L -gO
811799 NL^J 3dOH M3N 8lP99 NII\I 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ V' Cl31J^JnS 8P179 N 3^ V' H3.1L^JnS lOS9 N 3^ V H31.L^JnS 0899
.1H8H:fM 311111/HnH.1tI\f L^J13HdO l.S3NtJ3 NV'1I\I38GOH S'v'lDnOa
lEaa E8 L (:-8 L L -90 0800 88 L l-8 L L -90 6l0C 88 L (;-8 L L -gO
8ZP99 NL^J 3dOH M3N 8(;'1799 NL^J 3dOH M3N BlvS9 NV\I 3dOH M3N
N 3^ 'V H3..LL^JnS t 899 N 3^ 'V H3.LL^JnS 91799 N 3^ V H31V\lnS 8E99
31N'dH 3NI'tf13/01V'H38 NOSH3..L3d 3NH3^nl 3Hoa NHor
9100 E8 L l-8 L L -90 SlOe 88 L l-8 L L -90 PlOO 88 L l-9 L L -gO
811799 NV\I 3dOH M3N 8t899 NL^J SNI>ldOH Blv99 NL^J 3dOH M3N
N 3^ V H3.1V\lnS L8SS 3^'V H..LLL 9ll N 3^" H..L09 6t8L
ONf30 V/ A1..l38 AVAS10r ON\flOH H3)1HV'8 A31S3M
ZlOD 88 Ll-8LL-9O OlLOll Ll-8LL-90 8LtO ZZ LZ-8LL-9O
8lt'99 NL^J 3dOH M3N 8lP99 NL^J 3dOH M3N 811799 NV\I 3dOH M3N
N 3^'V Hi09 L08L N 3^ V ..LS t9 6Z8L N 3^ 'if lS~9 68BL
A>lSNOl tl380}j NOS380tll..lO::>S aHO:l3H:>OH AH\1'V\I/L^JO.l
L L lO II Ll-8 L l-9O 9 L LO Zl Ll-8 L L-90 9110 II L l-B l L -90
811799 NL^J 3dOH M3N
(;171799 NI!\I H..LnOI!\lA ld 8Zv99 NL^J 3dOH M3N N 3^ V tJ3.1L^JnS lOO9
N 3^ VH..L8'17 9090 L N 3^ V :J383no 8L69 CI\1'\1'H af d
OnCl3V\1S NCl3:1/N311V H31.S0d \f138N\f/NI^3>1 .lN3:)NI^ J/\fIOnL^J3880 :I
gOLD ZZ LZ-8Ll-90 9010 II ll-BlL-9O 170 LO II L l-BL L-9O
Bl1799 NV\I 3dOH M3N B2:1799 NL^J 3dOH M3N 82:1799 NV\I 3dOH M3N
ld Cf31.l^JnS 6009 1d CJ31.L^JnS L LOg ld H31.L^JnS 9109
l.Sln01H'd0 NVH::I8 l..l1lf\JH:)S 113ssnH NON8V'8 311nr/S'v'L^JOHl.
€OLO Zl LZ;-8LL-90 lOLO lZ LZ-8Ll-9O LOLOZl LZ-SLL-90
811799 NV\J 3dOH M3N Blv99 NL^J 3dOH M3N Blv99 NV\J 3dOH M3N
ld H3..LL^JnS 8809 ld Cl3..LL^J n S L vOg ld H31.V\lnS 61709
N01.111I\J'V'H A31S3M N'V'V\ltlON NNV 3N\fr V\lO>l111M \fN031/NHor
OOlO lZ ll-8LL-90 6600 II L l-8l L -90 8600 ZG L Z-g L L -90
Blt99 NV\I 3dOH M3N
8(;1799 NV\I 3dOH M3N ld C:I3..LV\lnS 9909 Blv99 NL^J 3dOH M3N
ld H31.L^JnS L909 l.S3M V\I ld H31L^JnS €L09
8Nnl N31HV/NA 10H\1':) NOSN'iH AtI'iL^J/ONOL^JA'iH 000.1 N33110:>/13VHJIL^J
L600 ZZ ll-8 l L -90 9600 ZZ L Z-8 L L -90 9600 llL l-8 L t -90
8Z1799 NV\I 3dOH M3N 8lv99 NV\I 3dOH M3N 8ZvS9 NV\I 3dOH M3N
1d H3.1L^JnS l809 N 3^ 'd CJ31L^JnS 6809 N 3A V H31.V\lnS 9609
NOSN31.HOL^J 31'dO S\f1.3N\fL^J NHor l:J3NONVCJ8 13VH:lIV\l
17600 Zl L (;-8 L L -90 8600 Zl L l-8 L L -gO l600 ZZ l Z-g L L -90
8Z1799 NV\I 3dOH M3N 8Z1799 Nlt'J 3dOH M3N SZvS9 NL^J 3dOH M3N
N 3^V J383nO 61179 N 3^ 'f/ J383nO 00179 N 3^V :J383nO OlPS
\180831.5 H >llVHJS..Ll.08 NVOf/NV1\1 NOSdIl'JOH.1 3:JN3HMVl
9900 88 L l-B L l-90 17900 88 L Z-B L L -90 8900 88 L Z-g l L -90
811799 NL^J 3dOH M3N
N 3^ \:;j J383nO 17 L 179 BZ1799 NL^J 3dOH M3N Blv99 NL^J 3dOH M3N
GtI\f83N 3N311 N 3^ 'V :)383nO 8 L 119 N 3^ V :l383nO 9(;179
L^Jl0H 3N311 NOS1H'v'J :lH:13 NOSNHOr A3H:I:l3r
leOO 88 L l-8 L l-9O L900 88 LZ-8 L l-SO 0900 88 L Z-8ll-90
811799 NV\J 3dOH M3N 811799 NL^J 3dOH M3N BlvS9 NV\I 3dOH M3N
N 3^ V J383nO 08179 N 3^ 'rJ :)383nO '2:8179 N 3^ V :J383nO 98v9
3Nl1J NNA.1/S'i18nOO SnI.^J38 Hd3S0r Nnl.S13 A883d/S3V\1V'r
6900 88 l Z-8 L L -90 8900 88 LZ-g L L-9O L900€8 LZ-8Ll-SO
8lv99 NL^J 3dOH M3N 8Zv99 NL^J 3dOH M3N 811799 NV\I 3dOH M3N
N 3^ V GN\flSI 3GOHtI 98t79 N 3^ V GNV1SI 300HH 178179 N 3^ 'V ON\flSI 300HCI 08179
A3NNld VHSH\fL^J/3:>ntl8 V\lVSOH8 V8VJ/\JVlJlnVd OlO:l:lVS MlNVHl. 'VNOr
9900 88 L (;-8 L L -90 9900 88 L l-g L L -90 v900 88 L Z-g L L -90
8(;1799 NL^J 3dOH M3N 8l-vS9 NV\J 3dOH M3N 8(;1759 NL^J 3dOH M3N
CIa 13\fHdVH .is 909L N 3A V J383no 91179 N 3^ V :l383nO 6(;179
GN'v'NI3M OH\iM03 llN3N 13VHJIL^J 33:1Nna S3L^JVf
8900 88 L (;-8 L L -so 1900 88 L 7::-8 L L -90 L900 88 Ll-8 L L-90
8Z1799 NL^J 3dOH M3N 8(;1799 NII\I 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^ 'd :l383nO €€179 N 3^ V :>383no L8P9 N 3^ 'V Cl31L^JOS 1717179
311lAM3N Ol\iNOO/ Acfv'L^J 11\;fHd..LS3M NHor .lOCl>lllHS lACf3H:l/aOtl
0900 88 L l-8 L L -gO 61700 88 L Z-8 L L -90 81700 88 L l-B L l-9O
Blv99 NL^J 3dOH M3N 8lv99 NL^J 3dOH M3N Blv99 NII\I 3dOH M3N
N 3^ V tl3..LL^JnS 88179 N 3A V tJ31.L^JnS 81179 N 3^ V Cl3.1V\lnS 9Z179
:110M 3INNOJ/3:>nH8 NNVL^J 3NVf/13VHJIV\J 13DNV 3IHVV\I
L1700 88 Ll-8ll-90 91700 88 ll-8LL-90 91700 88 L (;-8 L L -90
8(;1799 NV\J 3dOH M3N 82:1799 NV\I 3dOH M3N 8Z1759 NIf\J 3dOH M3N
N 3^ 'rf ON\flSI 300Hl:I LZ179 N 3^ 'rJ ON'rJ1SI 300HH SZ17S N 3^ V ONV'lSI 3aOHl:I 88179
N3013 NHor IV10)l)~ 8 )>lV'V\I VS3H3H1I31'VO
v1700 88 L Z-8l L -90 81700 88 L Z-Bl L -90 Z1700 88 l Z-g L L -90
8lv99 NL^J 3dOH M3N 8lv99 NL^J 3dOH M3N 8lv99 NL^J 3dOH M3N
N 3^ V GN'v'lSI 300HH Lt::v9 N 3^ 'V H3.lV\lnS 9189 N 3^ V H3..lV\lnS 60179
..lSlnDL^J1V' V\I/Ol'v'H38 ..lHJ3..l0 >I/S31/'J'v'r anl::l3dll\lO>l SllN
L 1700 88 LZ-8 L L-9O 01700 88 L l-g L L -90 SEOO E:8 L Z-g ll-9O
8(;1799 NV\1 3dOH M3N 8(;1799 NV\I 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ 't 83JJ^JnS 81179 N 3^ 'd tJ3J..V\lnS L l179 N 3^ V l:I31JNnS 8'2:179
113C10.l S\fL^JOH..L Cl3ZV'1 V\I VllllM JJ:13snv 1. 31138VOI
8800 88 Ll-8LL-90 L800 88 Ll-9 L L-9O 9800 88 L l-g l L -gO
8lv99 NII\I 3dOH M3N 811799 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ 'if NOD3tJO 81789 N 3^ V N08380 61789 N 3^ V NOD3HO 9989
NO~:n:lVL^J 3/N318 08NIlN 3/3:JN3HMV1 N3SN31.SIHH:J N\fIHaV
8900 -u8 L Z-Bl L -90 1900 -u8 L l-9 L L -90 L900 vE lZ-9 L L-9O
8lv99 NV\I 3dOH M3N
8lv99 NV\I 3dOH M3N N 3^ V N083C10 8'1785 ZL899 NL^J 3)1\1'1 HOIHd
N 3^ V N08380 l1789 V'J :10 iSnH..L SCl3>1N\f8 ClI::> H31. VM3803 96 L 9l
ON'V'lOd .ltJ380H NH0833CJ:I dIG DNlllIH~S 'v'13L^J\fd/S3L^J\fr
0900 178 L l-8 ll-9O 6900 178 ll-9 L L-90 6600 €E LZ-B L L-90
8lv99 NV\I 3dOH M3N Blv99 NI/\I 3dOH M3N 8(;1799 NII\I 3dOH M3N
N 3^ 'if Hl.SS 80LL N 3^ V H..L99 OOLL N 3^ 'V Hl.99 vZ9L
A3SdL^J30 V'NVO NOStl3l.3d 3N31Cl\f ssns 113M01
8600 88 L (:-8 t L -90 L60088 ll-8lL-90 9600 88 L Z-B L L -90
8Z-u99 NV\I 3dOH M3N 811799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ 'if Hl.SS 9 L9L N 3^ V Hl.S9 B09L N 3^ V Cl31.L^JnS 6099
Hl.N3HO 8lV\l NOSI03 AOl:J l.N\f:)S30 H1.3NN3)1
9600 88 l Z-8 L L -90 v600 88 L (:-8 L L -gO 9800 88 lZ-B L L-9O
811799 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N Bl1799 NV\I 3dOH M3N
N 3^ 'if Cl3..lL^JnS Ol99 N 3^ V Cl3..Lll\lnS 6 L 99 N 3^ TJ Cl31ll\lnS 6999
>1310 >I:>Il:J..L Vd l:J31SS3>1 AII\IL^J\f lJ3L^JOH 3JJ:l3811\f1 r/S3:>N'tfH:I
9800 88 ll-8 t L -90 17800 88 L Z;-8ll-S0 l800 88 L (;-8 L l-90
Blt'99 NV\I 3dOH M3N L 17"1799 NV\I HlnOL^JA ld Blv99NV\I 3dOH M3N
N 3^ V CJ3..LL^JnS OlP9 N V1 M3IA)I'VO 90Ll N 3^ V H31.II\InS 90179
>I:>Il:JHV8 V'IH.1NA:> l:f310NVHJ 3130V/1nVd Zln1 3N31HV'
0800 88 Ll-8 L L-90 6LOO 88 Ll-8lL-9O BLaa 88 L Z-B L L -90
8(;1799 NV\I 3dOH M3N
N 3^ 'vi tl3..LL^JnS 00179 8Z1799 NV\I 3dOH M3N BZvS9 NV\J 3dOH M3N
H3111V\1 :)/HSO>JClV)J r N 3^ V ONV1SI 300HCI LOPS N 3^ 'if ON'v'lSI 300HH 60PS
ONn1>13 Nvsns/ AtJ8Vl tJ31V8 AONI:)/ AtJCl31. NOlllO 3l...l31H'tfH::l
LLOO 88 ll-8 L L -90 gLOa 88 LZ-Bl t-9O 9LOO 88 l Z-B L l-90
811799 NV\J 3dOH M3N 811799 NII\I 3dOH M3N 8Z1799 NV\J 3dOH M3N
N 3^V ONV1SI3GOHtJ 8L17S N 3^ 'if ONV1SI 300HH 9Z179 N 3^ V ONV1SI 3GOHH 0(;179
H:>VN3::J::JnH 3A31^3N38 NOSNHor 031 l:IHnlS 03H011II'J
vLoa 88 LZ-8 L l-9O 8LOO 88 L l-B L L -90 lLOO 88 LZ-8Ll-SO
8(;1799 NL^J 3dOH M3N
8(;1799 NV\I 3dOH M3N N 3^ V ONV1SI 300HCI BOPS 811799 NI.^J 3dOH M3N
N 3^ 'if ONV'lSI 300HH 9 L'175 0131:1 NTJ:> 8 N 3^ V GNV'lSI 300HCI 00179
DNI111HJS S3HOloa L^JOH..LS8NltJ N3~'V)I ZSI3MNI^3>1
LLOO 88 lZ:-8 L L-90 OLOO 88L (:-8 L L -90 6900 88 ll-B L L-9O
8Zv99 NV\I 3dOH M3N 8(;1799 NV\I 3dOH M3N B'Zv99 NL^J 3dOH M3N
N 3^ 'if :>383no LOtS N 3^ 'rf :J383no 60'17S N 3^V :>383no 8LPS
No>n:fvL^J A31l:11HS/30A 1:> GN'v'lSSO:l S3L^JV'r 3H.l V'N HI ANOH..lN'v'
8900 88 L Z-8 L L -90 L90088 L l-B L l-90 9900 88 L l-g L l-90
8Z1799 NII\I 3dOH M3N Blv99 NL^J 3dOH M3N l v1799 NII\J H.lnOL^JA ld
N 3^'if NISNO:>SIM 8 L99 N 3^ 'if NISNO:>SIM 0899 N \f1 S3^' Ol8 L
NOSdl/\lOHl ONOL^JA'VCJ V\lOH1S8300S N313H SN08818 3111Jnl/ AHV'8
Z LOO L 17 LZ-8 L L-9O L L 00 L 17 L Z -8 L L -90 OlOO Lv L Z-g L L -90
8(;1799 N~ 3dOH M3N 8(;1799 NL^J 3dOH M3N 8lvS9 NV'J 3dOH M3N
N 3^ 'if HJ..69 6Z La HI:) NISNO:JSIM Ov6S N 3^ 't;f H1.69 0 L LB
NOSCJ3N331.S or AHV'J/\J/NHor tJ3HJI3 A993d/3NA TIM Hl.llNS l/H
0900 17 L L (;-8 L L"90 6900 -v L l Z;-B L l-90 L900 vL ll"SlL-90
Blv99 NV\I 3dOH M3N 8lv99 NL^J 3dOH M3N Blv9S NL^J 3dOH M3N
N 3^ 'if H..L69 00 l8 N 3^'if H169 68L8 N 3^ V NISNO:JSIM 9lB9
NOS830NV 11'\lD/S'v'18noo Nlr 33>1 331/\1 NHntJ8 NHor
9900 17 L L Z-8ll-90 8Z00 17 L L Z-8 L l-90 LlOO V L Ll:-S L L-90
8Z1799 NV'J 3dOH M3N 811799 NIt\J 3dOH M3N 8ZV99 NL^J 3dOH M3N
N 3^ \if NISNO::>SIM 8889 HI:) NISNO:lSIM 0069 ClI::> NISNO:JSIM 0 L69
'110>11 8/31'\18 N3H8^Ol 38H038 NOS13N l13M01
9Z0D 17 L LZ-8 L L-9O 9100 17l Ll-8LL-90 17Z00 17 L Ll-9 L L"90
811799 NV\I 3dOH M3N 8l17S9 NL^J 3dOH M3N 8Z1759 NL^J 3dOH M3N
HI:> NISNO:>SIM Ol69 HI::> NISNO:>SIM 0869 HI:) NISNO::>SIM 0969
331 IN/NOO808 HdlOantl 3N83^ V'1 Aoa3 NI^tlVV\J
8100 v t L l-8 t L "90 lzao v t L Z-B ~ L-90 6LOOvL LZ-8LL-90
Slv99 NV\I 3dOH M3N SZ179S NV\I 3dOH M3N 8(;1799 NII'J 3dOH M3N
HI:> NISNO:>SIM L P69 HI::> NISNO:>SIM L 869 HI::> NISNO::>SIM L l69
Ol.lnvtl 3A V:f/NOG >I::>381383n>l -LH380Cl SNHor S/13VHJIL^J
SLOD 17L LZ-8LL-90 L LOO v l Ll-B L L-90 9 L 00 v L ll:-9 L L -90
8lv99 NL^J 3dOH M3N 8lv99 NI!\I 3dOH M3N Blv9S NL^J 3dOH M3N
81:> NISNO:>SIM ll69 tll:> NISNO:>SIM LOBS N 3^ 'V H..lSS 6llS
N330NVS 'iHV8t1'if8/GlV'NOCJ A'idna L^J'illlIM E>tl3S0 Nil :J/CI
9 LOO 17 L LZ-8 L l-9O 17LOO vL ll-Bll-90 ZOOO vl lZ-BL L-90
8(;1799 NV\J 3dOH M3N
Blv9S NV\I 3dOH M3N N 3^V VINV'^lASNN3d St789 8ZP99 NV\I 3dOH M3N
N 3^ V VINV ^ 1ASNN3d 81789 StllV::I::IV S.l3^ ::10 NIV\lOV N 3^V V'INV^lASNN3d 5989
ONV1CJ3H..lnS N01HV'L^J NOS}J3aNV r H311\1L^J3H VI::>Il::Jl. Vd
lLOD v8 L l-8 L l-90 LLOO v8 ll:-S L l-90 OLOO 178 LZ-9 L L-9O
8ZP99 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N 8(;1759 NL^J 3dOH M3N
N 3^V VIN\f^lASNN3d 1989 HO 13'iHd'v'H .is 60PL tJo 13VHd'iCll.S 9 L vL
NCfOH~3L^J83HJS 'v't:lnV1 )lAZ:>OIM'v'G S'v'L^JOHL NOS10 AHV'II'J
6900 178 t l-8 ~ L ..gO 8900 178 lZ"9 L L -90 L900178 Ll-B L L-90
Bl1799 NV\I 3dOH M3N
N 3^V VIN\f^lASNN3d 17989 8ZV99 NL^J 3dOH M3N SZvgg NL^J 3dOH M3N
Cf3l...LAntJ30 J N 3^V \fIN'v'^lASNN3d 81789 N 3^ V 'tINV' ^ lASNN3d (;1789
3n 8\1'.1 VI H.lNA:)1 A3 tJ.:J.:J 3 r 3N't1 NHor Cf3N.ltf\:f8118CfI^
9900 v8 L Z-8 L L -90 9900 178 L Z-g L L -90 17900 v8 L l-9 L L -gO
811799 NL^J 3dOH M3N 8lP99 NII\J 3dOH M3N 8'2:1799 NL^J 3dOH M3N
N 3^ V VINV ^ lASNN3d 0889 N 3^V 'dINV^lASNN3d vl89 N 3^ V 'tIN\f ^ lASNN3d 8189
3CJldS130NI>I NV'Or/lnVd NAtI NV' ^ 'VO NI1/OtJV'HJIH .ltl383 SAO't18
BlOO Ll lZ-B L l-80 LZOO Ll LZ-BLL-BO 9Z00 LZ LZ-9 L L-BO
8(;1799 NL^J 3dOH M3N
N 3^V VINV^lASNN3d lL89 8Zv99 NV\I 3dOH M3N Blv99 NL^J 3dOH M3N
:)0>1\7 ^ d/H N 3^V 'dIN'd^lASNN3d 9089 N 3^'V \fIN\f^lASNN3d 0089
A 113)15 >I:)ICll. Vd tl383nCl>l SIGlINV' AI NOl.N\f.1S )1:)1 ~l. \f d
9100 Ll LZ-8LL-BO Ploa Ll Ll-BLl-80 8Z00 LZ LZ-9 L L-BO
8lv99 NI/\J 3dOH M3N 8(;1799 NII'J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^ 'V Otl89 0 l17L N 3^ 'r;;J N09380 LOE9 N 3^ V N083HO L089
A VClD .183808 S303n8 AHCI\fl H31.SICJ8 lAH3HS
Glao Ll Ll-8LL-80 L lOO L l L Z -8 L L -80 OZOO Ll Ll-9 L L-80
811799 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N BlvS9 NL^J 3dOH M3N
N 3^ V N083t10 8 L89 N 3^V N083tJO 6 L89 N 3^ 'V N083HO 9Z89
I>lS1319Vr 3NIl.SIHH:J 8H380NIl LLO:JS >lH\fV\lONnl \1'S11
6 L 00 L l L '2;-8 L L -80 8 LOO L l LZ-9 L L-BO LLoa II LZ-8lL-80
8(;1799 NII\I 3dOH M3N 8lv99 NL^J 3dOH M3N 8ZP99 NV\I 3dOH M3N
N 3^ 'if N083CJO l889 N 3^ 'if N083HO L889 N 3^ 'V N083tJO 0089
SI038Hn08 Aonr l.3HnO H.138/)H::I'V1I'J HJna 'VH'tf8HV'8
9 L 00 L l L 2:-8 L L -80 9 lOO L l L (:-8 L L -80 PLoa Ll lZ-BL L-80
8l179S NV\I 3dOH M3N
N 3^ V NOD3HO 9089 82:1799 NL^J 3dOH M3N BlvS9 NV\I 3dOH M3N
A3181no :J/IS3H::>Jnl l^J N 3^ V N083t10 ll89 N 3^V NOD3HO B L89
NVlll V\(:JL^J Al:I\fL^J NOS10 l.83808 M010HJ.CfV8 3N3110r/81\fClJ
ELOO LZ ll-BLL-80 lLOO II LZ-BL L-BO LLOO Ll Ll-BLl-80
8Zv99 NL^J 3dOH M3N 8lP99 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ 'if NOD3CJO 17189 N 3^ V N083HO 0889 N 3^ V N083HO 9889
ssns 'if ..LH380H/)IHVV\I L^JL^Jll .lH380H NOStJ31d 3NV'IO/3JN3l:1n\fl
o lOO lZ L Z-S L L-80 6000 Ll Ll-BLL-80 8000 II Ll-Bl L-80
Ll1799 NV\J 3dOH M3N 8ZvS9 NV\I 3dOH M3N 811799 NL^J 3dOH M3N
N 3^ V' V'>l1.3NNIM 817t V N 3^ 'V NISNO:)SIM 9899 N 3^ V NISNOJSIM 9899
L 8l# aSI HHnl.S NONH3^ ClHnlS NONH3^
loao 17v ll-B L L-90 OlOO Lv Ll-B L L-90 GLOO Lv LZ-BLL-90
817899 NV\I SNI>JdOH 8lv99 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^\f Hl.L L L N 3^ V NISNO:)SIM t Z99 N 3^ V NISNO::>SIM 6 L 99
GHO:lM'dCl:> f/Gl'dNOt:l S3nDV'f AHV'II'J/HdlOON'v'l:I NIIN3d'tfH8 V
8tOD Lv Ll-8Ll-90 L LOOL V LZ-g L L-90 9 LOO l V L Z-g t L -90
9 L 1799 NL^J)ld SlnOll.S
8Zv99 NV\I 3dOH M3N 8l1799NII'J 3dOH M3N S 3A\f VMVLiO 9008
N 3^V NISNO:>SIM 9199 N 3^ V NISNO:JSIM 9099 SH3Nl.CJVd HN8
3)L103nl S3L^JVr N'dL^JH::JV':J N\fOr dHO:J cH'v'1::>SI08
9lDD Lv L (;-8 L L -90 PLoa L'V LZ-8l L-90 8L OOL V l'l'-B L l-90
8'2:1799 NIt\I 3dOH M3N Blv99 NL^J 3dOH M3N 8Z1199 NL^J 3dOH M3N
N 3^ 'V OCl89 L LvL N 3^V 'tIN'V^lASNN3d ZvZ9 N 3^V 'v'INV^lASNN3d 9EZS
HJO NHOr .LH380tl V\lVH'tfHD 11:)3:> NLL~fvV\l13Z'VH/13VHJIL^J
8900 Ll Ll-BL L-80 L900 Llll-BLL-BO 9900 LZ LZ-9 L L-80
Bl-vS9 NI/\I 3dOH M3N
Blv99 NII\I 3dOH M3N N 3^'V 'dINV^lASNN3d vlZ9 811799 NL^J 3dOH M3N
N 3^'if \fINV^lASNN3d 0819 H.l3S0NnS V N 3^V VIN\f^lASNN3d 8llS
3N'tf3>1 NHOr NOS>J:)ltJ03C1:J 3:J'ifllV'M H::>O NV'II\IOH
9900 lZ LZ-8LL-80 17900 Ll Ll-8 L L-80 8900 LZ LZ-9 L L-BO
8Z1799 NV\J 3dOH M3N
N 3^V VINV'^lASNN3d ZLl9 8Z1799 Nl^J 3dOH M3N BlvS9 NL^J 3dOH M3N
..LSln08NnOA tJ3:JlNN3f N 3^ 'r/ N083HO 8 L (;9 N 3^V N083HO 6Ll9
CJ3HJSnO ilO:::>S J\fZ38 N\fSnS/Otl\fH:)H:1 N08C10N 3
Z900 Ll LZ-8LL-80 L900 LZ LZ-8LL-BO 0900 LZ LZ-8L L-80
811799 NL^J 3dOH M3N
8Z1799 Nlt\J 3dOH M3N N 3^ 'if N083C10 L8ZS 8(;1799 NL^J 3dOH M3N
N 3^ 'if N083CJO SZZS I)lSN1138 V N 3^ V N083C10 L8l9
N3SHd3S0r AHl.OHOa dd'v'N>I 01VNOa NOS1HVJ 138nVl
6POD Ll LZ-8LL-80 8vOD Ll LZ-8lL-80 LvOO Ll LZ-9 L L-BO
8(;1799 NL^J 3dOH M3N 8lvSS NII'J 3dOH M3N 8lv9SNL^J 3dOH M3N
N 3^ V N083HO 8vlS N 3^V 'iIN\f^lASNN3d LOZS N 3^V VINV^lASNN3d LOZ9
:In\f1L^Jn 3N'v'f/NlltJO NOSlllOJ .183808 )I:)383..lNnl.S N'fL^J08
91700 L (; L (;-8 L L -80 91700 L (; L l-9 L L -80 vt100 Ll LZ-8 L L-BO
8Z1799 NL^J 3dOH M3N 811799 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
N 3^V VIN'v'^lASNN3d 8Ll9 N 3^V \fIN\f^lASNN3d 6LZ9 N 3^ V \fINV' ^ lASNN3d 9ZZ9
)t1V A30 3ICJOrtJV'V\I 'ifM310H 3NNV 313H83n8 VIJI81. Vd
8vOO l Z L Z-8 L L -80 ZvOO LZ Ll-BLL-80 Lv-aO LZ LZ-BL L-BO
811799 NL^J 3dOH M3N 8(;1799 NI/\I 3dOH M3N 917vS9 NV\I H..Ln 0 L^JA ld
N 3^V VIN'r/A1ASNN3d L8l9 N 3^V VIN'v'^lASNN3d L8Z9 N 3^V ISL9 9LB8L
NOSNHOr OA011 eJr 3tJOL^JS13 V ONOll\lL^J'ifH S3L^J'v'r
OvOO LZ Ll-8l L-80 6800 L l L Z-8 L L -80 8800 t'l L Z-8 L L -80
8Z1799 NV\I 3dOH M3N 8lv99 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N
N 3^ '\I 'VIN'tf ^ lASNN3d 6vl9 N 3^V 'v'IN'v'^lASNN3d L089 N 3^ V VINV ^ lASNN3d L089
3NVHJ 3NNVZnS/N'v'U:J8 Stl3M08 V 1.J..3H01/OI^ va V\lnlD v il3NClV/ AHl.OL^J11
L800 L Z L Z"8 L t "80 9800 II L '2:-8 L L ..so 9800 LZ LZ-8 L L-80
8(;1799 NV\I 3dOH M3N 82:1799 NV\I 3dOH M3N 811799 NV\J 3dOH M3N
N 3^'\I VIN'dA1ASNN3d 8L89 N 3^V \fINV^lASNN3d 6189 N 3^V V'INVA1ASNN3d 9189
SDE>U:J8 tl380tl NOSNI>l:>IO S3L^JVf NOSNHor r/Cl3DOCl
t800 Ll LZ-8 L l-80 8800 lZ ll-8LL-BO l800 II tl-BL l-80
8lv99 NL^J 3dOH M3N
8lv99 NL^J 3dOH M3N lZ1799 NL^J 31'VOSN1880H N 3^V VINV^lASNN3d 9889
N 3^V V'IN'v'^lASNN3d L88S N 3^ V znl-J:J VH3^ 98 l v 3snOH 1.3NVr
ZlOHJnS H/01VNOO NOSNHor 0/331 38aIH8MO~LL i3Nvr
L 800 L Z L l-S L l -so 0800 II lZ-B l l-BO SlOO LZ Ll-B L l-80
8lv99 NV\I 3dOH M3N 8(;1799 NV\J 3dOH M3N 8(;1799 NV\J 3dOH M3N
N 3^ \:;f tl3.lL^JnS 0089 N 3^ \:;f 0889 l L LL N 3^ V OH89 90LL
SntJnV'd S3N8'V/tlnH.l8V' NOStJ30NV VNVO/SV'L^JOH.l lHV'aCl3GNn 0
LlOOZl Ll-8LL-80 OZOO ZZ L Z-g L L -80 6LOD ZZ LZ-8LL-80
811799 NV\I 3dOH M3N 811799 Nil\( 3dOH M3N 8Z1799 NV\I 3dOH M3N
N 3^ V' 0889 DOLL N 3^ 'if ONV1SI 300HtI L089 N 3^ V aNV'lSI 300HH 8 L 89
Cl3 N N3l:18 Hd1'v'l:I .L38SIN 3JnH8 H Nosn8H3:J 318830/>I:)IHl. 'Vd
8Loa II Ll-8LL-80 L LOO lZ LZ-9 L L-BO 9 LOO Zl Ll-B L l-BO
811799 NL^J 3dOH M3N 8Z1799 NV\J 3dOH M3N 8Z1799 NII\I 3dOH M3N
N 3^ \:;f ON'd1SI 300HCI 6 L 89 N 3^ 'if ON'iflSI 300HH 9189 N 3^'r/ ON'ilSI 300HH LEE9
ONnlO 3:>N3tiOl:f \ff3IV\1S AOnCl.l H3013NH:>S S31A1Vf
9Loe II LZ-8LL-80 vLOOZZ Ll-BLL-BO 8LOO ZZ LZ-Bl L-80
8Z1799 NII\I 3dOH M3N 811799 NL^J 3dOH M3N 8Zi799 NV\J 3dOH M3N
N 3^ V ONV1SI 300HtI L889 N 3^ V' V')LL3NNIM 0089 N 3^V GHE9 8L8L
838HI2 'V01IH/031 OtlO:fOVtJ8 f/Hd10GNVH >lIHSHVf/\I OClVNH38
ZLOD lZ tZ-8L l-80 L LaO II L l-8 L L-80 OtOOZZ LZ-8LL-80
8ZP99 NV\I 3dOH M3N BlP99Nl^J 3dOH M3N B(;1799 NII\I 3dOH M3N
N 3^ 'V OCl89 G L8L N 3^ 'V OH89 90BL N 3^ TJ OH89 OOBL
A3::J::ina N331Hl. 'V)I/)I}:J'VL^J NI>l:J38 NI1>lNVCI::I Clf 811111\I CICIO NHor
6000 II l Z-8ll-80 8000ll Ll-Bll-BO LOOOlZ ll-8Ll-80
811799 NIt\I 3dOH M3N 8Zv99 NV\J 3dOH M3N 811799 NV\I 3dOH M3N
N 3^ 'V Cl3..lV'Jns L089 N 3^ 't/ tl3.1INnS 8189 N 3^ \if H31L^JnS 6189
3nV':J OlOtl'dH CJ30'dCJH:JS Ol'VNoa 113M01:fv8 N331H.l V>I/N3Hd3.lS
9000 II L l-8 L l-80 9000 II L i-9 l L -80 17000 lZ ll-B L l-BO
8Z17SS NV\I 3dOH M3N 8ZV99 NI/\I 3dOH M3N BZv99 NL^J 3dOH M3N
N 3^ 't/ CJ31.V'Jn5 9(;89 N 3^ V' N083C10 OOlS N 3^ V N083C10 90lS
.lHJ3.ln 53 V\I'v'f SlNvav lOCJ\fJ/ AHH'f1 S>l33M S
8000ZZ lZ-BLL-BO 6900 LZ ll-9 l L-BO 8900 Ll lZ-BlL-80
8lv99 NL^J 3dOH M3N
8lP99 NV\I 3dOH M3N Blt-55 NL^J 3dOH M3N N 3^V GNl9 Ll€L
N 3^ 'tf NOD3HO l L Zg N 3^V aNZ9 8Z8L NOSNVMS V'IClO18
Cl3A3L^JM 013:J>lJ38 H NV'DV3l::1 A3S0NI1
L900 Ll Ll-BLL-80 9900 LZ Ll-8 L L-BO 9900 Ll Ll-B l L-BO
8ZP99 N~ 3dOH M3N 8(;1799 NIf\I 3dOH M3N Blv99 NL^J 3dOH M3N
N 3^V N083HO 8llS N 3^ \;f N083HO 17lZ9 N 3^ V N083HO 0819
8NIHH309 518>1 V'>l303V'V\JHJS GHV'MOH IH383 IH3)1/Hd3S0r
17900 L l ll:-8l L -80 8900 II ll-B L L-80 'l900 II LZ-g L l-BO
811799 NL^J 3dOH M3N Bl1799 NL^J 3dOH M3N Blv99 NV\I 3dOH M3N
N 3^ "if N083HO 9819 N 3^ 'r:f N083HO lvZS N 3^ V N083l:JO 8veS
znH::> ':1'1 30 A.113>I/331 NHOH>I AH..LOHOO l:J30NV110H SV'L^JOHl.
L 900 II l Z:-8 L L -80 0900 II ll-Bl l-BO 6900 L'l Ll-9 L L-80
8l17S9 NL^J 3dOH M3N Bl1799 NL^J 3dOH M3N 82:1799 NL^J 3dOH M3N
N 3^ V J383nO 0089 N 3^ V J383nO 9089 N 3^V J383nO lLE9
CJ3l.S13l^JH3nV8 OlOHVH ){J3811VH dl AClV'9 )I:)IH1'idll>l 31C1V'V\I 3S0Cl
L900 ZZ lZ-Bll-BO 0900 ZZ L Z-g l L -80 6tOO Zl t ZooS t l-BO
BlP99 NL^J 3dOH M3N 811799 NL^J 3dOH M3N BZ1799 NV\I 3dOH M3N
N 3^ V J383nO 8 L 89 N 3^ 'if :J383nO 17189 N 3^ V J383nO OE89
O>JSlcLL 113SSnl:J >I:J10..L NN'v'Or NV'1I\I80S S'tIl\lOHl
81700 lZ Ll-8 L L-80 L1700 II Ll-9 L L-SO 91700 II Ll-9 ll-BO
8Z1799 NV'J 3dOH M3N 811799 NL^J 3dOH M3N 8(;1799 NII\I 3dOH M3N
N 3^ 'if J383nO 9889 N 3^ V ONV1S1 300HCI 8v89 N 3^ V ON\flSI 3GOHCI Gv89
111H 3113HJIL^J/ AHJ..OIt\II..L H303MHOH L^J/13VH:>IL^J SaOOM 13HV8HVI/\I
91700 II L l-8 L l-80 171700 ZZ L ZooS L L -BO 8vOO Zl l Z-8 L l-80
811799 NL^J 3dOH M3N 8Z1799 Nl^J 3dOH M3N 8lv99 NV\I 3dOH M3N
N 3^ V ONV1S1 300HCJ 9889 N 3^ 'if ON\f1SI 300HH 0889 N 3^ V aN\flSI 300HCI 17(;89
31".:1 3NIHd130 ..LtI\fHSS08 A01:l13 8HnS H3.lS31
2:1700 II L l-8 L L -80 L 1700 II Ll-B L l-SO 01700 II ll-9 L L-SO
82:1799 NL^J 3dOH M3N 8(;1799 NlI'J 3dOH M3N 811199 NV\I 3dOH M3N
N 3^ V ONV1SI 3GOHCf BL89 N 3^ V ON'v'lSI 300HH Z L89 N 3^ V ON'11SI 3GOHCI 90ES
>lIH:>S NHOf A31118 V'1:JIH..L'dd NOJ..lO:> ANN38
6800llLl-8LL-80 8800 II Ll-8ll-80 L800 II ll-8 L L -80
811199 NV\I 3dOH M3N
8Z1799 Nl^J 3dOH M3N 811799 NlI\J 3dOH M3N N 3^ 't :>383nO lOE:9
N 3^ 'v' OClE9 909L N 3^ V 0889 D09L SII'J1:IVH sir
113ML^J'v'H8 >ltJ'v'V\I 'tZ\fNS 3 3:>N3C1M\fl 3NVIG
9800 Zl L Z-8Ll-80 9800 II Ll-S It-SO 17800 Zl tZ-B L l-BO
BZP99 NIN 3dOH M3N 8(;1799 NV\I 3dOH M3N Blv99 NL^J 3dOH M3N
N 3^ '\I :>383no 9089 N 3^ V :>383no 6089 N 3^V :J383no 8189
3NI1>l ..L3NVf/113ssnH l^JV88:110M :J/S3L^JVf N3SN3.1SIHH:J l/NHor
8800 II lZ-8l L -80 (;800 II ll-8Ll-80 l800 II ll-B L l-SO
8lv99 N~ 3dOH M3N 8(;1799 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N
N 3^ 'rj J383no L L89 N 3^ 'v' :J383nOll89 N 3A V J383no 9189
H..LClOM8NI113 VHnVl NV11I:lll8 VS3H3..L A3C1HdV\ln8 N33NVf/)J:JICl303C1:1
0800 II L Z-8 l L ..so 6100 II ll-8 l L -so BlOO II l Z-Bl L -BO
811799 NL^J 3dOH M3N BlvS9 NL^J 3dOH M3N
8(;1799 NV\I 3dOH M3N N 3^ \;f H3.1V\lnS 0889 N 3^ \:;/ l:f31Jt\lnS vl89
N 3^ 'if :J383no 6Z89 S3^ \;tHE> VHSltll. ..LH:J3..Ln )l/S3 V\lvr
NOSNOV\lIS AL^JV\lOJ.. Nlll\fM 131Nva ..LH9n\f ^ NA lOHVJ
LZOO lZ lZ-8Ll-80 9100 Zl l Z-B L l-BO 9l0D II L l-B L L -80
811799 NV\I 3dOH M3N
N 3^ V H3..LL^JnS 8 l89 811799 NV\I 3dOH M3N 8(;1799 NV\I 3dOH M3N
ASS3NH9n\fHJS All'v'd N 3^ 'V tl3.1LI\InS G l89 N 3^ V CJ31.L^JnS 9089
013H SSOCl A3NJJ::JnO:):)V\l13'ifHJIV\I HDV'NV^V>I NI1~3L^J
17Z00ZZ LZ-8LL-BO 8Z00 Zl L Z-8 L l-80 ZZOO Zl L l-Bl L -80
BlPSS NV\I 3dOH M3N 8lv99 NL^J 3dOH M3N 8lv99 NV\I 3dOH M3N
CIa 3N1138N'cf D09L N 3^ 'V J383nD LDZ9 N 3^ V 838300 L ll9
AOcLLNOL^J NAtJHl. \f>l/NI^3>1 3tJOL^J118 )l/NHor H38tJ38N3Z.lldS H..l38'tfZ113
l8CO lG Ll-8ll-80 0800 II l 2:-8 L L -80 6LOO II L Z-8 L L -80
8(;1799 NV\I 3dOH M3N 8Zv99 NL^J 3dOH M3N Bl1799 NL^J 3dOH M3N
N 3^ 'V :)383no L8l9 N 3^ \:;f :)383no L 9(;9 N 3^V J383nO L9Z9
NVV\JM08HdlV'tJ tl3N..LtlV'8 Hd3S0r NOSN\fMS VIJICll.\fd
BLOa'll Ll-8LL-80 LLOO II L (;-B L L -80 9LOO ZZ L Z-B L L -80
8(;1799 NV\I 3dOH M3N
801799 NL^J SI1Od'v'3NNI1/\I Llv99 NV\I A311'v' ^ N30108 Cia 3N1138N'V LOSL
S 3^ 'if .IN\fS\f31d ll6l N 3^ \f \fllnO\f 9 LOl N\fL^JllVM V
SLLOdS AH83..L HDnVNV ^ V'J M lV'MHJ\fCl aaOi
9LOO II Ll-8LL-80 17LOO II LZ-8LL-80 8LOO II L (:-8 L L -80
8Z17SS NV\I 3dOH M3N
8lv99 NI/\I 3dOH M3N ClO 3N113DN\f 6 LLL Bl17S9 NL^J 3dOH M3N
Cia 3N1138N't LOBL llIH-N\fM08 JV\J S HO 3N1138N\f 8 LLL
M3CJ8 :>II'J 'v'N03/3N'tno lllH 3N3D NOSNHor D/M
ZLOO II LZ-8LL-80 LLOO Zl LZ:-8l L-80 OLOO ZZ L l-8 L L -80
8lv99 NI/\I 3dOH M3N BZv99 NL^J 3dOH M3N 811799 NL^J 3dOH M3N
HO 3N113DN'v' LOLL 80 3N1138NV' LOLL CIa 3N1138NV' L89L
:ldL^J3>1 3:)11V CJ38Nnl^J \f~ON'tS/38H038 >laD:) 113N
6900 ZZ L Z-8 L l-80 8900 ZZ L l-9 L L -gO L900 lZ L Z-8 L L -80
8(;1799 NlI\I 3dOH M3N 8Z1799 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N
CIa 3NI138NV L 89L tlO 3N1138N\f 9l9L CIa 3N113DN\f 6 L9L
NI>ltJ'v'd VI:)IH.1 Vd/NHor CJ3NH30 AH'v'II'J/SIOl 3snOH013^ V'/S'tV\lOHl.
9900 II ll-9 l L -80 9900ll lZ-BLl-80 17900 II ll-9 ll-BO
8(:1799 NV\I 3dOH M3N
8ZP99 NL^J 3dOH M3N Cia 3N1138N'd L09L Bl1799 NL^J 3dOH M3N
ClO 3N1138N\f 8 L9L SN111nL^J AClV'L^J HO 3N1138N\f lO9L
HDNIS ON'v'NV'L^JClVd l'v'>lnd 83 V\lvr SV\lV'S 1.H3801:l
8900 II ll-8 L L -80 1900 II LZ-8ll-80 L900 lZ LZ-8 L L-BO
Bl1799 NII'J 3dOH M3N 8(;1799 NL^J 3dOH M3N BlvS9 NL^J 3dOH M3N
};fa 3N1138N't 989L HO 3NI138NV L89L N 3^ V :l383nO OOl9
..lHDIHM AClVV\I/38t1038 SN\f^33:Jll\f/..LH380H HJSHIH AHVV\I
0900 II L Z-8 L L -80 6900 II L (;-8 L L -80 B900ll Ll-BLL-BO
811799 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N BZv99 NV\I 3dOH M3N
N 3^ \f :J383no 9019 N 3^ 'r/ J383nO l L (;9 N 3^V :J383no 8 Ll9
N'tfN830 NHor H3dV\l3n)f CI/S3V\1V'r NOSNHOr>l:l'Vr
L900 II ll-8LL-80 9900 II Ll-8 L L-80 9900 ZZ L l-8l L -80
8lv99 NII\I 3dOH M3N 8Zv99NL^J 3dOH M3N 8lv99 NV\I 3dOH M3N
N 3^ V J383no 17l(:9 N 3^ V J383no 08(:9 N 3^ V J383no Gvl9
>lJOH:JIN1:J 3N'tIO 8NICldS .l1:l380H 318V'S-Z.lVdO r/318\fS ~
17900 ZZ LZ-8 L L-BO 8900 ZZ Ll-9 L L-BO 1900 lZ ll-8 L L -80
8Zv99 NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N
Ha 3N113DN\f Z LBL N 3^ \f ~31.V\lnS LOZ9
H:lI.l'VNtl3A \fHON'tfS/OI^ va SnVH>I::>08 3Nvr/NHor
to to lZ LZ-9 L L-BO OOLO lZ LZ-BLt-SO
Slv99 NV\J 3dOH M3N 8ZV99 NII\I 3dOH M3N B(;1'99 NL^J 3dOH M3N
N 3^ V H31.V\lnS L ll9 N 3^ \f a~E9 LOBL N 3^V OCl89 €LBL
1388\1.1 N\fA N3Hd3.lS N3Z.1ntl G1VNOa 3.llH N331H.l V)l/NHOr
6600 II Ll-8ll-80 8600 Zl Ll-BLL-BO L600lZ L(;-BLL-BO
Bl17S9 NL^J 3dOH M3N 8lv99 NIAI 3dOH M3N Bl17S9 NL^J 3dOH M3N
N 3^\fOHS9 lO9L N 3^ V 0889 L09L N 3^V OCl89 El9L
3>1Hl.38 V\I\f1111M N'dV\l..Ln'v'Hl. '<tSI1/ AGar 113 N IMO .13 tlV' Del VL^J/ a tJVH:J I H
9600 II ll-8l L -80 9600 II Ll-Bl L-BO v60a Zl ll-B L l-BO
8lv99 NL^J 3dOH M3N 8Z1799 NI!\J 3dOH M3N Blv99 NL^J 3dOH M3N
N 3^V OH89 6l9L N 3^ 'if OH89 9Z9L N 3^ V 0>:189 LE9L
.lN3.:1N3NN3H SV18noa OVl.SnNS ..lH380H N3SH3aNV Cl/lACI\fa
8600 II L l-8 l L -80 l600 II ll-Bll-BO l600 ZZ LZ-B L L-BO
8lvS9 NV\I 3dOH M3N
N 3^ V OH89 LE9L 8lv99 NV\I 3dOH M3N 8Z1199 NII\I 3dOH M3N
38NnCl '\1'>1183 N 3^ V tl3..LL^JnS Oll9 l:JO 3N1139N't Z179L
SNIZ SI8H::> :f:JOHaOH 8D3HD N3011\1 A 113HS/ lJ:J380l:J
0600 II L l-8 L L -80 6800 II L l-Bll-80 8800 lZ l Z-8 L L -80
8(;1799 NV\I 3dOH M3N
HO 3N1138N\f 989L 811799 NII'J 3dOH M3N BZvS9 NL^J 3dOH M3N
A3NOHVLt\J d CIa 3N113DN\f 089L HO 3N113DN\f vl9L
.lSlnOGNll S NOSH30NV' 311lAHO A3 d 11\I31 tll:I3 DJ N 31 D
L800 llL l-8l L -80 9800 lZ l (;-8 L L -80 9800 ZZ L (;-8 L l-80
Blv99 NL^J 3dOH M3N 8Z1799 NL^J 3dOH M3N BZv99 NL^J 3dOH M3N
CIa 3N113DN'i 8 L9L Cia 3NI138NV z t9L 80 3NI138NV 909L
..l.1 0::> H lJ:I 0 N N \t L^J tJ 0 N cH\f18 \fIJIHl'td/OtJ\fH:::lIH lllDVV\I S/SV'II'JOH..L
17800 ZZ Ll-8LL-80 €:800 lZ l (;-g L L -80 laDa ZZ L Z-S L L -BO
~U!^!l ^I!WI?.:I JO.:l ~vwvWt ^l!3 pal^lS ^I!WI?.:I
.. uv UV -:>ua
)fJ8lJ ^l~J
JWJW 'auo81 a~Jal~^
~
'^laJa:>u~s
-(Stt uo~sua+xa) 009v-9E9 +~ 'sa+~~Joss~ ~ ~~LJapu~
'auaso~ 'OOJlS8U08 'UOSUEH ~JEW Ol palJaJ~p aq ^~W lJaroJd s~4+ 6u~pJ~5aJ suo~lsanb
.S66I .1 ^EW ,(q LLEH ^+~J Ol WJoJ s~4l l~~w pu~ alaldwoJ aseald
-sdwnd dwns ~~a4l WOJJ Jal~M punoJ6 JO a6Je4Js~p a4l 4l~M adoJ SJ8UMOawo4 dl84 Ol
UELd Ja+laq UEJ aM '85JE4JS~P ,(84+ 8Ja4M SE Ll8M S~ ls~xa sdwnd dwns a4l 8Ja4M SMOU~
^l~J 84l Jl -JaMeS ,(JEl~UES 84l 0+ sdwnd dwns }O a6JE4Js~P 84l al~u~w~La/aJnpaJ 0+
ado4 SI^l~J a4l s~ II -,(l~J 84l Ol UJnlaJ PUE 8laLdwoJ lL~M al~l U~EJp JO dwnd dwns
E SE4 o4M JauMoawo4 4JE8 ad04 aM 4J~4M WJOJ na6J~4~S~a pu~ UO~+~~Ol dwnd dwnSn e s~
pa4JEll~ .a6JE4JS~P ^84l aJa4M PUE sdwnd dwns sl~auMoawo4 JO UO~+~JOl a4l ^J~luap~
0+ 6u~ldwa+lE s~ ^+~J a4l 'lJarOJd 6U~JE}JnSaJ laaJlS 84l JO lJEd SE 'uo~+~ppe UI
-sasodJnd 5u~pp~q JOj SUELd a4l o+u~ palJaSU~ aq UEJ UO~leWJ01U~ S~4+ lE4l os 4lL
l~Jav Aq LL~H ^+~J 0+ WJOJ paSOLJua 84l l~~W PUE alaldwoJ aseald 'palJnJlSUOJ8J UOJdE
^EMa^~Jp JnOA 8^E4 0+ 4S~M nOA 11 .palJnJlSUOJ8J 4JEOJdde ^~Ma^~Jp J~a4l 8^E4 Ol
4S~M Aa4l J~ JauMoawo4 84l Aq palaLdwoJ aq 0+ WJoJ n4~~oJddV ^~Ma^~JO +~nJ+suo~a~1I
put? a l dWExa UE S ~ pa4:ll?ll\j - SlSO:> luawa::>-e l daJ. ^l?Ma^ ~J.p PUl? qJ.n::> l1?UO~ l ~ppl?
llE ..AOl }\-ed lsnw J8UMOawo4 a4l u6lfl lJaroJd laa..AlS 84l .to +,~red SE luawa:re ldaJ
..ADd- pa~:J. ~ luap ~ lQU S ~ qJn:> 84+ .:J. I -lSOJ lUaWa:lE L daJ l:eM8^ ~Jp a4l ..lOd- ^~d 0:).
saaJ5-e J8UMOawo4 84+ pap~^oJd lJarOJd laaJlS 84l .to lJ~d se paJ~Ed8J aq Ol pa~J~+uap~
s ~ qJnJ a4+ :J.o UO ~ l..Aod AUE .:J. ~ ,+so::> luawa:re L daJ qJn::> aLll ...loj. ^'ed l L ~'" ^l ~ J 84l
's~ lE41 -^J~Lod ^+~J 4l~M 8JUBpJOJJB u~ auop aq Ll~M pU'e ...lauMoawo4 a4l ^q palSanbaJ
~~ ^lUO auop aq ll~M uO~+JnJ+suoJ s~41 .(^l~J 84l ln045no...l4l puna} sq...ln::> cSt a4l)
sq~n~ 8lqElunOWJns bu~+s~xa 4l~M SEaJE 84+ u~ palJnJlSuo::>aJ 4)EOJddE ^~Ma^~Jp J~aql
a^E4 0+ uo~+do 84l SE4 JauMoawo4 4JEa 'spaaJoJd l:lafo...ld 5U~JB}...lnSaJ laaJlS a4+ JI
-EaJE lJafoJd a4l u~ papnl::>u~ S~ ^lJadoJd ...tnOA pUB 6U~::>E~JnSaJ j.O paau
U~ SE pa~j~luap~ uaaq SE4 laaJlS ...lno^ 'aJEME 8...lE no,( sv .6u~laaw l~JunoJ ^l~J 4lvZ
l~~d~ a4l +~ paJap~SUOJ aq ll~M sp~q lE4l pal~d~J~+UE S~ II .+3sfOJd 64l UO sp~q JOj
luawas~+Ja^pE aZ~J04+nE Ll~M l~JunoJ 84+ lE4l PUE 5u~+aaw L~JunoJ ^+~J 4lLZ 4JJEW 84l
lE lE^OJdd-e ~oJ L~~unoJ ^+~J 84+ 0+ p8lUaSaJd aq Ll~M SUO~+EJ~J~::>ads PUE SUELd l~u~J
84+ lE4l pa+Ed~J~lUE s~ +1 .lJafoJd lU8W8^oJdwI laaJlS 5661 84+ ..Aod- suo~+~J~J~Jads
PUE SUEld lEU~:J. :J.o uo~:reJ1?daJd 84+ paJap-lo ^llUa::l8J l~JunoJ ^+~J adoH MaN 841
:~auMO ^+Jado~d adoH MaN JE8a
IJ3rO~d IN3W3^O~dWI 133~lS S661 :lJ3rSnS
S66t 'Lt 4JJEW
9LL9-L89-~L9 :xe~ 'J,daO aJ!~ 60L9-l89-Zl9 :001
099L-889-~l9 :XE?::i S)fJOM :J!lqnd 8~Bp-889-~l9 :s>/JOM :J!fqnd
vLl9-l89-Zl9 :XE?:::l a:J!lod OLl9-lS9-Zl9 :s:J!lOd 868v-8cfi99 E?Josauu.1W 'sdOH A18N
98t9-l89-Z19 :xe.:llreH AJ() OOt9-tS9-c;I9 ://8H AJ.!:) l.jJjoN anU8lttf UOf;\X LOvfr
.S~SOO 1~U11 uo paseq paS1Aa~ aq 111~ pue sa~~ml~sa a~e S~SOO ItV
.m~ol paqo~44~ aq~ uo su~aouoo
~O s~uammoo ^U~ apl^o~d aSEa1d .~uamssasse ~aa~~s pasodo~d aq4
S~ ~auu~m am~s aq~ ul ap~m aq UEO ~uamAed .S66t 6L tl~dy hq 'SZVSS
NW JadoH MaN 'q:+~ON anua^~ UOIAX tOvv 'TT~H ^~1~ o~ ~OJ pasOloua
aq:+ 11Elll 'pa:+on.:t~suooa.7 UO..Id~ Al2MaAl'..1:p .InOA SAt?q O:+QslM. nOA JI
OO.888$...............~SO~ pa4~ml~sa te~o~
OO.OZL$ p.:rEA a.:renos :red OO.9~$ X sp:reA a:renbs OZ
sp:rel a:rEnbs OZ=6/(400~ 9t X ~oo1 Zt) :aAl.IQ
00.89t$ ~OOJ OO.vt$ X ~OOJ Zt :q~n~
ouoT ~OOJ Sl 'aPl~ ~OOJ Zt - 8Al..1:a a~a~ouo~
:sl ^lddl2 Plno~ sa~nD1J sAoqe aq~ ~oq 10 aTdm~xa uv
(aseq 18Ae.:rD ~olq4 qoul 9 q~l~ ~olq4 qou1 z)
p.7EA a.:tenns/OO.9t$ A~Ma^l:rp snoulmn:+1Q aO~Tda:r pue aAoma~
~oo1 ~eaul1/00.vt$ q~no a~a~ouoo aoetda~ PUE a^oma~
AE~a^l~Q snoulmn~lg
P~~^ a~EnDs/OO.9E$ (qsem a~1~ q~l~ ~olq~ qoul 9) ~uama^ed
AE~a^1~p a~a~ouoo a~eTda~ pUB a^oma~
~OOJ ~Bault/oo.vl$ q~no a~a~ouoo aO~Tda~ pu~ aAomSH
^EAaAl~a a~a~ouo~
:S~OITOJ S12
pe~~ml~sa a~~ s~soo ~lun aq~ .pa40n~~suooa~ A~~a^l~p pue q:rno JO
~unomE aq+ uodn puadap Plno~ uOl~on~~suoo slq~ ~Ol ~soo pa~~m14sa
at{tL · ..IauJ.\oauroll att:t 0:). passass~ aq :+ou IT1~ ~soo 5:).1' '4oa ~O.7d
:+aa.:r=l-s att~ ~o :+.J:'2d Sl2 tl2hOma..! .1:0J palJl:+uaPl Sl q.7no a:+s..IOUOO
aq~ JI .+oa~o~d aq+ JO 4..IEd S~ l~^Oma~ :rOJ pa1J1~uaPl sl q.7no
a+a..I~UOO aq~ ssalun '..IaUMoamoq at{:). 0+ passasse aq ptnOA 5:).800 t~~o:).
eq~ .^E~eAl~p pu~ ~aa:r+s at{:). uaaM:).sq U01+1SUE.7:). tenpe~6 e aP1Ao.7d
o~ (q~6U61 Ul :).a6J Sl paaoxa 04 :).ou) ^~~aAl~p aq~ JO U01~~od ~
pUB q..Ino a~a..I~UOO aq~ 10 :+uameOElda..I pu~ t~^oma~ aq~ apntoul ptnOM
uOl+on~~suoo slQili .qo~o~ddE ^~~aAl~p aq~ JO uOl~on~~suooa~ aq~
sl I~au~oamoq aq~ ^q pa~sanoa~ J1 I~oa~o~d sTq~ JO ~~Ed SE papnTouI
IIHOllOllddY X'ib1a:AIlIO .LOnlt.LSNOoall..
~'IaYNXg
"
"
t2S dWI
S;66t .t. tl.:tQY Aq 1JUO} u:zn:+S.I as-estd
8ZtSS NW I :a:dOH DN
N ShY NO~XX tott
3dOH M~N iO ^~IO
S~NaWSSaSs~ ~I~dS :0':1- '1It:IO} u.7n~a}i
a ::t:ea
s..1:n:reuDls
.~..1:0~ l~uol~lPP~ aq~ ~O} passass~
aq 111.t-\ I :+-eq:+ pU'e:ts.Iapun I .:toa~o;[d .6uloeJ~nsa~ :}.as.7:}.S 9661:
aq~ JO ~~Ed SE pa~~n~~suo~a~ aq qo~o~dde ^~Ma^l~p ^m ~~q~ ~sanba~ I
snOu1tun~1a
e:+a.:couo:J ^EAaAl~p }O adA~ ~oaqo aSestd
3NOHd a:WIJ..XYO
SS:[}jO<l'l
i.W'iN
(q~Eo~ddE ^EMa^1~p .t-\au ~ a~!t P1no~ nOA Jl A1UO :+no tl1~)
HOY08aaV XYBaAI~a ~Oa~~SNOOaR
SlN3WSS3SS~ 1~IJ3dS
"
125 dWI
Si66t .t Aew Aq ~O} u~n~a~ asestd
SZvSS NW '3dOH MraN
N ~^'l NO'lXX tott
adOH MraN dO ^~I~
S~N~WSS~SSY 7YI~~dS :0&1 imO.a: mu1La-a
-
- : S.LtmWWO:l
i'\OU){ :}..uoQ
~a~as ^~la~tues
:}.as.I:+S
:O~ saD~~q~slP qOTq~ atl~ ul~~P
p.z~^ a^~q ~nq 'dmnd dmns ~ aheq ~ou op I
M.OU)l :+.uoQ
.:ta~as ^.7l?~lu-eS
~aa.:t:}.s
p.Il?X :O~ SSO.IEQoslP dmnd dmns ^W
ON sax ~l?aA l? saml~ ~aJ l? Ul?q~ 9.IOm sun~ dmnd dmns AN
ON sax dmnd dmns 12 aAeQ op I
:gNOHd ~:W:IJ:.^Va
:ss~~aav
aD~OSIa , NOI~YOO~ 4Hnd 4HnS
SlN3WSS3SS~ 11IJ3dS
BlvS9 NL^J 3dOH M3N 8(;1799 NV\I 3dOH M3N BZv99 NV\I 3dOH M3N
N 3^ V NISNO:JSIM 617617 N 3^ V NISNO:JSIM L9617 N 3^ V NISNOJSIM 996v
l:J3..LNI'd d Hdl\tH SIM31 1 310HD 3NA'rIM
0900 vL Ll-8L L-LO 6vOOvL Ll-BlL-LO 8vOO PL LZ-BLL-LO
Blt799 NII\I 3dOH M3N Blt7S9 NL^J 3dOH M3N Bl1199 NL^J 3dOH M3N
N 3^ '\I HiOS 6 L L8 N 3^ 'r/ NISNO:>SIM 95617 N 3^ V NISNOJSIM 8176v
N3S131N S3H0130/1cfv:) NOSl. TIM 3NNV'ZnS/3:>ntJ8 ONnldS'rI 3V'L^J 'V .11 'V
LvOO vL LZ-8L L-LO 9vOO 17 L L Z-g L L -LO 91700 vL LZ-Bll-LO
8Z1799 NII\I 3dOH M3N BZ179S NL^J 3dOH M3N BlvS9 NL^J 3dOH M3N
N 3^ V NJSNO:)SIM Ov617 N 3^ V NISNOJSIM Z86v N 3^ VNISNO:::>SIM vZ617
SS3H ..LH3813G N0811'JOld NI..LN3nO N3SN3..LSIl:JHJ G1V'NOa
vvOO vl L (;-8 L L-LO 81700 t7l L l-8ll-LO lvOO V L LZ-9 L L-LO
Blv99 NlI'J 3dOH M3N 8(;1799 NII\J 3dOH M3N 8ZV99 NV\I 3dOH M3N
N 3^ 't/ NISNO:JSIM 9l6v N 3^ 't/ NISNO:)SIMB06v N 3^ V V'INI8t11^ 60617
3>1SVH80S NVV\lHON N30n 3Nvna NOSNHOfl1:JV3
L 1700 V L l (>8 L L - L 0 01700 V L L l'-g L L-LO 9800 t'L L Z-8 L L-LO
Bl1799 NL^J 3dOH M3N 8lvS9 NV\I 3dOH M3N SlP9S NV\I 3dOH M3N
N 3^ V V'INI8CfI^ L L6v N 3^ V' V'INIDClI^ Sl617 N 3^ 'if V'INI8HI^ 88617
V083nDI::J OON'dNH3::J S3L^JlIM \fONI1/NOJ..A \f1:> 31l...L3H 3:lN3HM\fl
vEDa 17 L ll-8 L L -LO 8800 t L L l:-8lL -LO l800 vL Ll-8L L-LO
8l17S9 NV\I 3dOH M3N 8(;1799 NL^J 3dOH M3N 8'2:1799 NV\f 3dOH M3N
N 3^ V VIN1881^ l17617 N 3^ 'V VINI8HI^6v617 N 3^ V \fINI8HI^ L96v
NMOH8 3:lNV'..lSNO::> tl31.N3dHV'::> N'v' ^ 'iNCa NOSN'VLLSn:lH::> VNNnAl LL3~8
LEOO 17 L L Z:-8l L-LO 0800 17 L L Z-g L L -LO 6100 t' L L l-8 L L - LO
8lv99 NII\I 3dOH M3N Slv99 NL^J 3dOH M3N 8lvS9 NV\I 3dOH M3N
N 3^ 'if 'ifINI8tJl^ 996t N 3^ V V'INI9C11^ lL6P N 3^ V VINIDHI^ v96v
H3L^J13H 3111::>n1 ON'tH8 31880H ::>VV\I >l3l:1\1':l31:1 \1'1 A lAS/ M3 H..Ll \1'V\I
Bloa vL Ll-BLL-LO l(;OO v L L l-8L L -LO LlOO 17L Ll-8L L-LO
8Z17SS NL^J 3dOH M3N 8(;1799 NL^J 3dOH M3N BlPS9 NV\I 3dOH M3N
N 3^ V \fINI8tJl^ 99617 N tJl:> VINI8HI^ 817617 N HI:> 'tfINIDtJl^ 017617
NOSN3.1H\1J/\1 H NAS'ICI\fH S3V\1Vr SIM31 AOCl31/Z3NI
OlOO vL Ll-8LL-LO 6L0017L Ll-8LL-LO 8 LOO 17 L L (;-8 L L -LO
8lv99 NIt\J 3dOH M3N 811799 NL^J 3dOH M3N 8(;P99NII\I 3dOH M3N
N HI:> V'INI881^ l8617 N HI:) VINI9HI^ t1Z6v N 3^V VINIDHI^ 9L6v
NVIt\J)lJV)t 3:JN38MVl NLLsn8nv SLlHn::> NOS13N NONl:I3^
LlOO 17l ll-8Ll-LO 9LOO vL LZ-8LL-LO 9LOO vL Ll-8L L-LO
8Zv99 NL^J 3dOH M3N 8(:1799 NV\J 3dOH M3N
N 3^ '\I V'INIDHI^ B06t? N 3^'\I V'INI8tH^ 006P
NOSNHor l:J380Cl/3:JIN\ir >llNHJ3l:fG G1:I\iHJIH
vLOOt7L LZ-8LL-LO 8LOO 17L Ll-8lL-LO V\ll:IO:J dV\lnd dJl\lnS ~ A'tfM3^'ClO
8l-v99 NV\I 3dOH M3N
N 3^ V HJ..817 9 L 98
01'1 M3 8NISN\fOf/ JJ:l38 0 l:!
9Z00 Z17 LZ-8 l L-LO
BZt799 NL^J 3dOH M3N Blt799 NV\I 3dOH M3N 8Z-v99NL^J 3dOH M3N
N 3^ 'V H1.817 8098 N 3^ 'r;/ 'fllnO'v' 9lBv N 3^ 'V V1lno'V 8€Bv
tf3A'tHl. ACI'v'1I\I3S0Cl/Sn..L31J N3N011A)I S31t1V'HJ 38G3H A:JN\fN/>lClV'1I\I
17Z00 Z17 LZ-8LL-LO 8100 l17 LZ-8 L l-LO ZZOO Zv LZ-9 L L-LO
8(;1799 NlI\J 3dOH M3N 811799 NL^J 3dOH M3N BlPS9 NV\t 3dOH M3N
N 3^ V' tfllnO'd t V8P N 3^ tf tfllno'V 617817 N 3^ VH..lB17 L t 9B
ONOL^JV\lntlO N\fOf/V\JV'111IM NOS800H 3JI1V'/S31tJV'HJ actVH:>U:f r1S3L^JVf
llOO lv L Z-g L L -LO OlOO Z17 l Z-B L L -LO 6 LOO Z17 LZ-9 L l-LO
Bl1799 NV\I 3dOH M3N 8Z1799 NV\I 3dOH M3N 811799 NL^J 3dOH M3N
N 3^ V H..L817 6098 N 3^ V H1.817 L098 N 3^ V H.l8v 8698
N3SHOS N\fSnSI AcH:fVl ^ 113>111>1 V'1:JIHl. 'td/13lNva Cl3)1C1V'8 3:JN\f1
8 LOO l17 Ll-8 L L-LO L LOO l17 LZ-B L L-LO 9 LOO l17 LZ-B l L-LO
8(;1799 NII\J 3dOH M3N
N 3^ V '<:fllnoV' 80817 8'2:"1799 NV\I 3dOH M3N 8Z1799 NL^J 3dOH M3N
tf3H::>SI::J 3NNltfO:> N 3^'V \fllnoV' 9L8v N 3^ V VllnO\:f 17lBv
N\fV\lHS\fJ N3^3.lS NOSH30N\f NHOrlV\ll>l H:>INO.lN\f A lCl3^38/N3^3.lS
gLOe Zv LZ-8LL-LO 17 LOO Zv LZ;-Sl L -LO € lOa ZvLZ-Sl L-LO
8Zv99 NV\I 3dOH M3N 8Zv99 NL^J 3dOH M3N Blv99 NL^J 3dOH M3N
N 3^ 'if 'ifllno't ZE8P N 3^ V \fllnoV' OPBv N 3^ 'V 'VIlnaV' StSt'
3.1IHM 3U:H::l'tf::>/S\f18nOO SS3N H.l3NN3>1 338\fClClVl >l/CI
l LOO ZP Ll-B L L-LO L LOO lP LZ-9 ll-LO OlOO Zv Ll-8Ll-LO
811799 NV\J 3dOH M3N
N 3^ 'r;/ NISNO:>SIM 8L6v Blv99 NII\I 3dOH M3N BZvS9 NL^J 3dOH M3N
A1.1V'3HONVl Ntl3H.ltlON N 3^ V' NISNOJSIM 60617 N 3AV NISNO:>SIM LL6v
N3380tLLS OI^tJ'v' NOSH303d >I/31VO SIM31 NV'or/ ..Ltl380l:t
OLOO PL Ll-BL L-LO 9900 vL Ll-Bl L-LO v900 vL lZ-8Ll-LO
8'2:1799 NL^J 3dOH M3N 8Z1799 NII\I 3dOH M3N 8(;1799 NII\I 3dOH M3N
N 3^ V NISNO::>SIM 9(;617 N 3^ V NISNO::>SIM E86v N 3^ "V NISNO:>SIM L 17617
Clf NOS10 H NOS13N A 1H38V\J1>l/N311V' NN'dL^J1HV is 313H:JIL^J/GI^ va
8900 v LL Z-B L L -LO Z900 vLLl-BlL-LO L9DO vL LZ-BL l-LO
+ad ".:JOW \LtU~\ ~ gd M \:0
A8
aUBlJE~~~ .~ +Jaqo~
~r?-w 1\8
---,~ . / ) .966~ , .~ ~ -::f lsn6nv :pa:reo
o.t" ~
.6~v -d"Bl18
- :+ t2 +8 -UU~~ O:}- :).u"8ns..Jnd +uewe^oJdw~ 84+ a~Bw 0+ ^+~J 84+ uo~+~+ad
J\qS..J84 8M .^~~lOd luawssass\i adOH MaN 84l .lad adoH MeN J.O ^:). ~O
84+ u~ 4lJON anU6^V SUGDS ~o +SB8 e~Bld pUGS uo 6u~++nqB ^+JadoJd
l "B8J JO e6~+uoJJ. 8lqBssessB lLB JO %OO~ JO SJ8UMO 84+ 8JB 8M
.uo~+JnJ+suo~eC:l l88J+S Sll~H
"B:>1+auu~M 844- SB UMOU>1 6~-v6 .ON +~a~OJd L"9+SAJJ JO ^+~J 84l 4l ~M
uo~+~un~uo~ u~ euop eq Ll~M +uawa^oJdw~ s~41 .B+oseuu~~ '8doH MeN
u~ e~Bld PUGS 8v98 +"B ^l..JadoJd Jno J.O lUOJJ. u~ +8a~OJd lUaW8AOJdWI
lSSJ+S l'8:)Ol g JOJ, uo~+~+ad Jno SE J8++6l S~4+ ld888B as-e8ld
LN3~3^OHd~I lV~Ol HO~ NOILIl3d
821799 N~ 'adOH MaN
4lJON anU8^~ UOl^X ~017v
lI8NnOO Al.IJ 3dOH M3N GNV NOS~JI~3 · r Ocfv'M03 80A'VV'l :01
-+ueWaSJ6B S~~+ JepUn S+SO~ pessesse pue
5+508 +:)a~ojd It?+O+ 6u~s-eeJ~U~ 8+808 JapJO e6u~48 ll'e Jaau~6U3
^ + ~J edOH MeN 84=1- ^q peU~Wje+ep SB S~S"8q B+BJ old B uo A-ed
01- aa..J5-e pUB a6palMOU>18B SJ8UMO -sa6UB48 u6~sep +8a~ojd JO
sa8UB+swn8j~~ uo~+~nl~SUO~ UeeS8JOJun Aq pe+B~eue6 ^llEJ8Ue6
8Je SJapJO a6UE48 -+~a~ojd 84+ JO +so~ a~+ +8e~~E UB~ sJapJo
a6uB4~ +B4+ SJeUMO 84+ Aq peSJ6B pUB pOOlSJapUn s~ 4. l 'J8^8MOH
-L66~ u~ anp seXR+ 8+"B:}.se lB8J 4+~M 8lqBAHd
aq II ~M +ueWll"B+SU ~ l "B nbe +Sj~J. 84l pa+Bd~J~+UE
s ~ +1 -+~a~oJd p~'BS S"B 8+l2J +seja+u~ aWES 84+ 0=1-
+~e~qns pu-e SJB8A J.O pO~jed ew'BS 84+ JeAQ ~ZS -oN
+~a~Ojd +u8w8^oJdWI ~eeJ +8 966~ 844- 4 4- ~M passess\,! /
-^+~J 84+ Aq pe~^al pUB peU~Wle4.ep
s~ +808 l En +:)"9 84=1- 8+"9P 844- WOlj. SABp DE' U ~ 4 4. ~M
:(auo >1:Ja4~) aJnpe~ojd 6U~MOllOJ e4~ lad s+so~ pesseSSB 84+
^Bd o~ aaJ6B SJ8UMO -966~ u~ +~a~ojd UO~+8nj+SUO~aJ 1981 +5 B
0+ +8a~qns ^+~J 84+ u~ SJ8UMO ^+JadoJd J84l0 UE4:+ j8~Ea~6 alEJ
+uewssess12 UB ^-ed lQU Plno4s SJ8UMO 84l lB4 + sa ~ lJ'Bd 84:}- J.o
lua +u ~ 84:+ s ~ +1 - ~ Z9 .oN l8SrOJd lU8W8^OJdwI +88JlS JOJ 8lEJ
+uewssess~ pa l12W ~ +se 84=1- =,-0 +uel1:?^~nba 84:}- s ~ +so~ passass-e
e41. .uo~+~pp~ puZ UQSJ8+8d UElL~ '~ ~~ol8 'G +Ol S~ paq~j8Sep
^ II "B6e l 8~ ( 1I^+JadoJdll ja+J.Eu~aJe4) passessB aq 0:). ^+JedoJd
+8afqns 841 -86'2+00J. +UOJj. L'B8U ~ l J.o laaj. 06 sew~+ Sv-LG$
=,-0 s+so~ uo~+~nJ+suo~ pa+ew~+sa uo p8SBq s~ lSO~ passessE s~41
.+:)a~ojd p~BS J.o uo~+onJ+suo8 84+ esnB8 0+ l~8unoo ^+~J 84+ J.o
UO~+~B 84+ =,-0 uo~+eJap~SU08 u~ OS-OLv'Z$ J.o +so~ uO~+8nJ+suo8
pa l'BW ~ lse UB A-ed 01 seJBe SJ8UMO -+uaWeeJ5\f 6U~JB~S +508 -8
-uo~=I-~nJ+suo8atl l88JlS sll~H E~+auu~M SB
UMOU>1 G~-v6 .ON +~e~OJd l~+S^jO JO ^+~J 94+ 4+~M UO~+8unrU08
u~ euop eq L L ~M +uawa^oJdw~ S~41 -^+~J 84+ JOJ. sJeau~6ua
'se+B~~OSSV ~ ~~lJepuv 'eueso~ 'OOJlSaU08 ^q peJBdsJd :).J odaJ
^+~L~q~sBaJ. 6u~Jaau~6ua 966~ '8 J\JEn..Jqe.::f 84=1- u~ peq~j~sap
J.. L lnJ. 8JOW s~ +8a~oJd p~BS .edOH MeN J.o ^+~8 84:}' u~ 4 +J ON
anu8AV SUGOS JO +SB8 a~~ld pUZ8 uo uO~+8nJ+suo8 leaJ +8 64l 0 +
6u~:relej sa~+JBd 84+ uasMleq lUaWesJ6-e 6u~Je4S :}.808 e^~l:)eds8j
84+ +no +8S o:}. s~ lUeWaaJ6'B s~4+ J.o esodJnd 841 -asOdJnd · G
-(lISJ8UMOII
Ja+J.-eu~eja4) s+u1?ua+ +u~o~ S12 aJ.~M pUB pu-eqsn4 'aUBtjE=l~W
.l aJ..E~ pUB aUElJB~~~ .~ lJsqoCf pUB (1IJ..+~JlI Je+J.Bu~ejaLt) edOH
MeN J.o ^+~J 84+ aJE +uewa8J613 S~41 0+ sa~+j13d 841 -se~+jBd ~ ~
lV3ddV ONV AiIHVln93HHI ~O H3^IVM
ONV ~N3~SS3SSV ~O IN3~33H8V
'e'e.~W \4UO\~Sd '" \:0
SUB l~.:I?~/1l a^y~
~rw1/ve.Of17JV/ "8
U
JO^B~ 5+1
'UOS>tO~j3 · r P}~MP3 /' aU12lJ-g~~~ .:J l..JsqOtj
,-~7Y~~^8 ~rJ('f:~zf/ A8
/,~
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r /.;
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3dOH M3N ~O AIIJ SC:l3NMO
.966~ , .b- ~:fJ ~sn6n'V : pa ~:eo
-^lJedoJd e4+ +su~B6B
JOJ.8J84l +uewssess~ U"B ^^8l O:}- +Lt6~J S,^+~J 84:}- JO 'aAoqB
:}.no las Sl? :1-08..184:}- lSO~ 844- u ~ 8Jl?4S SJ8UMO 84l 'j.08J84=1-
^+a~.JdoJd 84+ UB4+ Je4l0 '+uewe^oJdw~ p~BS 4:}' ~M uO~+8auuo8
u~ ^+~O 84+ JO SUO~+8B snO~~~jdB~ JO elq~uosBa~un '^j'Bj+~qjB
"Ug Ol +:)e~qo 0+ +46~J all:}. u~B+eJ llB4s SJ8UMO +"84 + 'Ja^eMO~
'pep~^Ojd .uo~+BLn6ej JO 8LnJ 'MBL l E~O l ..10 a ~:e +5 'LEJap8J,
J84+0 AU"B ..10 6117 -dB40 · :relS -uu~W .Jspun lJn08 +8~J+S~O
u~ lRSdd'9 0+ Sl46~j lLE 4+~M J84la6o+ 'a^~SSe8Xe s~ lUeWaaJ6B
S~4+ 4:}' ~M a~Ulapj088B u~ ^l..JedoJd 84+ lSU~g6B pa~^el lunowe
84 + +-e44- W~13l~ AUt? PU'B s+uawssass~ +:)e~Ojd uO~+8nJ+suo88CJ
~aeJ +8 sll~H B>1+8UU~M a4l Ol pJ"B6sJ 41- ~M ^l~JBln6eJj~ AUB
0+ uo~+aa~qo a^~~M ^lSS8Jdxa SJ8UMO .sa~+~J~lnDeJJI JO je^~eM .17
se..lnSOL~U3
J.~S
ll"BJPUOS .'V U8^8+S
's~no^ ^LnJ+ ^~e^
saw +~~+uo~ 0+ e+~+~se4
+QU op est?8Ld ' J e:}. =l-'8W s~4+ 6u~pJ"B6ej suo~:}.senb ^U'B 8AB4 no" J.I
sel~J. ;\w u~ :}.uewn~op :re4:}. J.o ^do~ B 8^"B4 ^P"E8Jl'B
I · s e U B L J B ,:j ~ ~~ 84+ 0+ ^do~ PU088S ell:}. UJn :}.eJ pUB :}.U8W8^OJdWI
LB~Ol ..lOJ. uo~+~+ed 84+ JO ^do~ ~ dee~ Plno4s ^+~J 84+ 'OSL't · e l ~ J-
AW JOJ. ew 0+ peUJn+8J aq PlnoLfs ^do~ PJ~4~ 84+ pu~ 'SeUBlJBd~~
84:J. 0+ paUJn:}.8J eq PLno~s Ado8 -184+ou-e '^+~8 84+ Aq +de>1 aq u84+
Plno4s Ado:) SUO .lBedd~ pUB ^+~JBLn6eJJI J.O Je^~EM PU'B +uewssessV'
J.O +uewee~6V' aLl:}. J.o se~do~ eeJ4:J. LLB u6~s U'HO pUB P3 8^"B4 aSl:?8ld
.+~a~oJd pe~ueJeJ.eJ 84+ 4~~M uo~+~auuo~ u~ lUeW8AoJdWI L E~ol JOd-
uo~~~~ad pSllB8 s~uawn~op OM+ PUQ lBSddV pue ~~~j~ln6aJ~I ~o Ja^~gM
put? :}.uewssess'V J-O +ueweeJ6'V pe l L-e~ s+uewn:)op aSJ4+ pesol:)ue pu~J.
aSE8ld 'uo~+~s~e^uo~ 8uo4dsLa+ 966~ ~ ~8 +sn6nv ~no 0+ dn MOlloJ UI
:a~JatB^ ...reeo
68 ~ ~ ~ · 66 :ON e L ~.:I ..Jno
+~a~OJd uo~+~nj~SU08a~ +eej~S sll~H g~~auU~M :3~
8~v9S Nl^J 'eaOH MaN
4+JON enU8AV UOL^X ~Ott
edOH MaN J.O ;\+~J
:>1JSlO ^~~O
aU08l e~Jal13^
966~ ' ~ Jeqw84-deS
L98S-S~v (~~9) xv:!
~L9S"S~v (C:~9) 3NOHd3131
8vv99 BlOSdUUJW 'i{Ied uAlJIOO.Ig
80Z# dlJnS
1Ju1ss0.I~ JIOOJQuIP3 9098 llVH1S .:> rnfl11lM
-eZBld a~FJJO dApnoax3 1I~.InquFP3 VH031VW . d NIUfV."
ASi:f30 '0 NOHVHS l:In31:iV1 .t( 13VHOn'l
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J.HY.1.S$SY 1YDn
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~U!^!l ,(I!WEj JOj 8 ,(1!3 pal,(IS ,(I!WEj
~JeIJ :J.uewssess'tf le!::>eds Isuear IAJ84:l
Jeeu~BU3 A:J.!:> 'uasueH ~JeV\l
(6Ell L .66 .ON en:l) AeuJou'\f ^:J.!:> 'lIeJpuos 8AelS : ::>0
.ous
>iJeIJ ^+!:l
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81qeAed eqll!M :).uewllelSU! lSJ!:I. 84+ pe+ed~o!:J.ue S~ l! ':J.uewaeJ6e a4:). u! peuO!luew S,\/
leadd'v' pue Al!JelnBaJJI !O J8^!eM pue :).uawssass'tf ~O lUaWaaJBv .Z
lUeW8^OJdwl 18001 JOJ uO!l!lad · l
:sluewnoop 6U!MOIIO~ 84+ ~o s8!doo pe:}.noax8 ^lInJ PU!J. eS8ald pasolou3
:aueIJe;:joV\l -JV\I Jeao
loefoJd uorJ.onJlSU0088 :}.aaJ:J.S SII!H e>ll8UU!M :J.J3rSnS
LZt799 NL^J 'edaH MaN
eoeld pUZE 81798
auelJe::loV\l lJaqo1:j - JV\I
9S6l I L Jaqweldas
SL if- i[;g-cL9 :XE?~ ').daO aJ!~ 60 tg. tb~.C 19 :001
OQ9l-SSQ-( t 9 :XE= S)fJO/v1 :Jflqnd r~8p.88q.Z t 9 :s>fJOA1 J!lqnd
t L".i ;:~ L .S~~z.~ 9 :X'2;j 8:J!/od OL tg~ lSq.c L9 :8::;I/od 868p.Bcf799 E?Josauu!J;V iadoH AlaN
-= ..-. .' r, :--::~ ~;,~ :XE.:f /ref-l /i)/J 00 t g. L2g~~ L9 ://8H ;;J!:J l./JjON enuall ti uo/i\X L GPP
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