HomeMy Public PortalAbout02-27-2017 COW Agenda and Packet&RPPLWWHHRIWKH:KROH:RUNVKRSRIWKH3UHVLGHQWDQGWKH%RDUGRI
7UXVWHHV
0RQGD\)HEUXDU\
30
:/RFNSRUW6WUHHW
3ODLQILHOG,/
,QWKH%RDUGURRP
$JHQGD
$ &$//7225'(552//&$//3/('*(
$6HHNLQJDPRWLRQWRDSSRLQW7UXVWHH/DPEDVWKLVHYHQLQJ
V&KDLU
% $33529$/2)7+(0,187(6
%$SSURYDORIWKH0LQXWHVRIWKH&RPPLWWHHRIWKH:KROH:RUNVKRSKHOGRQ
)HEUXDU\
&2:0LQXWHV
& 35(6,'(17,$/&200(176
' 75867((6&200(176
( 38%/,&&200(176PLQXWHV
) :25.6+23
)'5$)7),6&$/<($5%8'*(7
6WDIIZLOOSUHVHQWWKHGUDIW%XGJHWIRUWKH:DWHUDQG6HZHU'HSDUWPHQWDQG
&DSLWDO%XGJHW
'UDIW:DWHUDQG6HZHU%XGJHW
9LOODJH*UHHQ1HLJKERUKRRG
'UDIW&DSLWDO,PSURYHPHQW)XQG
&DSLWDO3URMHFWV/LVW
,06'DWD6FHQDULRV-DQXDU\
5(0,1'(56
0DUFK 9LOODJH%RDUG0HHWLQJ±SP
0DUFK 3ODQ&RPPLVVLRQ±SP
1
&RPPLWWHHRIWKH:KROH:RUNVKRSRIWKH3UHVLGHQWDQGWKH%RDUGRI7UXVWHHV 3DJH
0DUFK &RIIHHZLWKWKH0D\RU±DP
0DUFK +LVWRULF3UHVHUYDWLRQ&RPPLVVLRQ±SP
0DUFK 1H[W&RPPLWWHHRIWKH:KROH:RUNVKRS±SP
2
&RPPLWWHHRIWKH:KROH:RUNVKRSRIWKH
3UHVLGHQWDQGWKH%RDUGRI7UXVWHHV
$JHQGD,WHP5HSRUW
$JHQGD,WHP1R
6XEPLWWHGE\0LFKHOOH*LEDV
6XEPLWWLQJ'HSDUWPHQW$GPLQLVWUDWLRQ'HSDUWPHQW
0HHWLQJ'DWH)HEUXDU\
68%-(&7
6HHNLQJDPRWLRQWRDSSRLQW7UXVWHH/DPEDVWKLVHYHQLQJ
V&KDLU
5HFRPPHQGDWLRQ
$77$&+0(176
3
&RPPLWWHHRIWKH:KROH:RUNVKRSRIWKH
3UHVLGHQWDQGWKH%RDUGRI7UXVWHHV
$JHQGD,WHP5HSRUW
$JHQGD,WHP1R
6XEPLWWHGE\0LFKHOOH*LEDV
6XEPLWWLQJ'HSDUWPHQW$GPLQLVWUDWLRQ'HSDUWPHQW
0HHWLQJ'DWH)HEUXDU\
68%-(&7
$SSURYDORIWKH0LQXWHVRIWKH&RPPLWWHHRIWKH:KROH:RUNVKRSKHOGRQ
)HEUXDU\
5HFRPPHQGDWLRQ
$77$&+0(176
&2:0LQXWHV
4
Minutes of the Committee of the Whole Workshop of the President and the Board of Trustees
Held on February 13, 2017
At Village Hall
Trustee Bonuchi called the meeting to order at 7:00 p.m. Board Present: Trustee Peck, Trustee Ruane,
Trustee Wojowski, Trustee Bonuchi, Trustee Lamb, and Trustee O’Rourke. Board absent: Mayor
Collins. Others present: Brian Murphy, Administrator; Michelle Gibas, Village Clerk; Allen Persons,
Public Works Director; Jon Proulx, Planning Director; Ken Goska Building Official; and John Konopek,
Chief of Police. There were approximately 4 persons in the audience.
Trustee Lamb moved to appoint Trustee Bonuchi as this evening’s chair. Second by Trustee O’Rourke.
Vote by roll call. Peck, yes; Ruane, yes; Wojowski, yes; Bonuchi, yes; Lamb, yes; O’Rourke, yes. 6 yes,
0 no. Motion carried.
Trustee Lamb moved to approve the Minutes of the Special Committee of the Whole Workshop held on
January 30, 2017. Second by Trustee Peck. Voice Vote. All in favor, 0 opposed. Motion carried.
PRESIDENTIAL COMMENTS
Trustee Bonuchi asked the local businesses to take a look around their buildings and help clean up any
garbage.
TRUSTEE COMMENTS
Trustee O’Rourke expressed interest in a formal procedure for adding agenda items and asked if any of
the Trustees were interested in placing agenda items as a future topic at one of the Committee of the
Whole Meetings. There was some general discussion and no consensus to add this topic to a future
meeting. Administrator Murphy stated that he would do some research to see if other communities had a
formal process.
Trustee Peck asked for an update the group homes located in the Village. Mr. Proulx stated that the
homes have integrated well and that he has not received any complaints.
PUBLIC COMMENTS
Mr. Frank Matthews stated the he is an ADA advocate and expressed concern regarding statements made
by the public during public meetings.
WORKSHOP
#1 COMMUNITY FOUNDATIONS
Mr. Michael Trench, Executive Director of the Community Foundation of Will County, stated that their
mission is to promote philanthropy, connect donors to community needs, and build partnerships to
improve the quality of life in our region. Mr. Trench also reviewed the background on history and
purpose of community foundations; the story of their formation in Will County; links to the Village of
Plainfield; and a vision for the Plainfield Community Fund. Mr. Trench pointed out that the goal is to
work with the community’s existing foundations. Mr. Trench stated that the Community Foundation of
Will County will be hosting a meeting at the Village Hall on March 21 at 8:30 a.m.
Trustee Bonuchi thanked Mr. Trench for the presentation and read the reminders.
Trustee Lamb moved to adjourn. Second by Trustee Peck. Voice Vote. All in favor, 0 opposed. Motion
carried.
The meeting adjourned at 9:22 p.m.
Michelle Gibas, Village Clerk
5
&RPPLWWHHRIWKH:KROH:RUNVKRSRIWKH
3UHVLGHQWDQGWKH%RDUGRI7UXVWHHV
$JHQGD,WHP5HSRUW
$JHQGD,WHP1R
6XEPLWWHGE\0LFKHOOH*LEDV
6XEPLWWLQJ'HSDUWPHQW$GPLQLVWUDWLRQ'HSDUWPHQW
0HHWLQJ'DWH)HEUXDU\
68%-(&7
'5$)7),6&$/<($5%8'*(7
6WDIIZLOOSUHVHQWWKHGUDIW%XGJHWIRUWKH:DWHUDQG6HZHU'HSDUWPHQWDQG&DSLWDO%XGJHW
5HFRPPHQGDWLRQ
$77$&+0(176
'UDIW:DWHUDQG6HZHU%XGJHW
9LOODJH*UHHQ1HLJKERUKRRG
'UDIW&DSLWDO,PSURYHPHQW)XQG
&DSLWDO3URMHFWV/LVW
,06'DWD6FHQDULRV-DQXDU\
6
7
8
9
10
11
12
13
C:\Users\mgibas\Desktop\02-27-2017 COW Agenda Items\Village Green Neighborhood.xlsxVillage Green Neighborhood.xlsxVILLAGE OF PLAINFIELDVILLAGE GREEN NEIGHBORHOODDATE: 2/17/20171 23456UNIT TOTAL NO.ITEMS UNIT PRICE PRICEFROMFOX RIVERJAMES STREETJAMES STREET COMMERCIAL ST COMMERCIAL ST COMMERCIAL STTOIL 59 IL 59 IL 59 LOCKPORT ST LOCKPORT ST OAK STBINDER 2.50 2.50 2.50 2.50 2.50 2.50SURFACE 1.50 1.50 1.50 1.50 1.50 1.50LENGTH TO BE IMPROVED FOOT 6,917 - -1,097 1,5711,561 1,204 738 746WIDTH (EDGE TO EDGE) OF PAVEMENT FOOT VARIES - - 25.84 25.84 25.84 25.84 25.84 25.84PAVEMENT AREA TO BE IMPROVED SQ YD 22,176 - - 3,435 4,727 4,499 3,452 2,220 3,84367100100MOBILIZATION L SUM1 $ 5,000.00 5,000.00$0.2 0.2 0.2 0.2 0.1 0.1Z0030850 TEMPORARY INFORMATION SIGNING SQ FT 78 10.00$ 780.00$ 26.0 26.0 26.0 0.0 0.0 0.0PRECONSTRUCTION VIDEO RECORDING L SUM 1 2,000.00$2,000.00$ 0.2 0.2 0.2 0.2 0.1 0.1TRAFFIC CONTROL AND PROTECTION L SUM 1 36,271.13$ 36,271.13$ 0.2 0.2 0.2 0.2 0.1 0.1ROADWAY IMPROVEMENTS TOTAL 44,051.13$20800150 TRENCH BACKFILL CU YD 4,863 30.00$ 145,889.67$ 0 1868 1869 986 0 139PARKWAY RESTORATION SQ YD 1,328 15.00$ 19,920.00$ 0 674 605 0 0 4944201690 CLASS D PATCHES, TYPE I, 4 INCH SQ YD 14 40.00$ 560.00$ 0 14000044201692 CLASS D PATCHES, TYPE II, 4 INCH SQ YD 60 40.00$ 2,400.00$ 0 06000044201694 CLASS D PATCHES, TYPE III, 4 INCH SQ YD 376 40.00$ 15,040.00$ 0 57 229 36 0 5444201696 CLASS D PATCHES, TYPE IV, 4 INCH SQ YD 1,149 40.00$ 45,960.00$ 0 595 378 176 0 0550A0340 STORM SEWERS, CLASS A, TYPE 2 12" FOOT 1,247 40.00$ 49,868.00$ 0 223 913 55 0 55550A0380 STORM SEWERS, CLASS A, TYPE 2 18" FOOT 681 50.00$ 34,035.00$ 0 483 108 0 0 90550A0410 STORM SEWERS, CLASS A, TYPE 2 24" FOOT 1,923 60.00$ 115,386.00$ 0 1068 855 0 0 0550A0450 STORM SEWERS, CLASS A, TYPE 2 36" FOOT 703 80.00$ 56,240.00$0007030055100200STORM SEWER REMOVAL 6" FOOT 178 8.00$1,427.20$ 0 869300055100300 STORM SEWER REMOVAL 8" FOOT 173 8.00$ 1,380.00$ 0 85 87 0 0 055100400 STORM SEWER REMOVAL 10" FOOT 11 10.00$113.00$ 0 1100002018 IMPROVEMENTSILLINOIS STREETDES PLAINES STREETTOTAL QUANTITY CHICAGO STREET OTTAWA STREETCOMMERCIAL STREETFOX RIVER STREETSTORM SEWER IMPROVEMENTS ROADWAY IMPROVEMENTS14
C:\Users\mgibas\Desktop\02-27-2017 COW Agenda Items\Village Green Neighborhood.xlsxVillage Green Neighborhood.xlsx60201105 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE EACH 10 2,000.00$ 20,000.00$ 0 2520160204805 CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 11 FRAME AND GRATE EACH 16 2,700.00$ 43,200.00$ 0 8700160219300 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE EACH 1 2,425.00$ 2,425.00$ 0 0100060223800 MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 3,975.00$3,975.00$00100060224020 MANHOLES, TYPE A, 6'-DIAMETER, TYPE 11 FRAME AND GRATE EACH 4 3,450.00$ 13,800.00$ 0 4000060236800 INLETS, TYPE A, TYPE 11 FRAME AND GRATE EACH 18 1,375.00$ 24,750.00$ 0 5920260250200 CATCH BASINS TO BE ADJUSTED EACH 6 450.00$2,700.00$ 1 0200360251500 CATCH BASINS TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE EACH 2 850.00$1,700.00$10010060255500 MANHOLES TO BE ADJUSTED EACH 5 550.00$ 2,750.00$ 2 0010260255700 MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, OPEN LID EACH 6 800.00$4,800.00$ 3 2010060255800 MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID EACH 1 800.00$ 800.00$ 0 0100060258100 MANHOLES TO BE RECONSTRUCTED WITH NEW TYPE 1 FRAME, OPEN LID EACH 1 1,750.00$ 1,750.00$ 1 0000060260100 INLETS TO BE ADJUSTED EACH 7 400.00$2,800.00$60000160261300 INLETS TO BE ADJUSTED WITH NEW TYPE 11 FRAME AND GRATE EACH 3 910.00$2,730.00$ 2 0010060262700 INLETS TO BE RECONSTRUCTED EACH 2 750.00$ 1,500.00$ 0 1010060500040 REMOVING MANHOLES EACH 2 510.00$ 1,020.00$01100060500050 REMOVING CATCH BASINS EACH 16 240.00$ 3,840.00$08800060500060 REMOVING INLETS EACH 8 150.00$1,200.00$ 0 35000STORM SEWER IMPROVEMENTS TOTAL 623,958.87$LOCATING OF EXISTING SANITARY SEWER SERVICES EACH 126 500.00$ 63,000.00$ 13 2539161815SANITARY SEWER SERVICE REPLACEMENT AND RECONNECTION EACH 126 1,750.00$ 220,500.00$ 13 2539161815REPLACEMENT OF EXISTING SANITARY SEWER (OPEN CUT) 6 INCH FOOT 150 115.00$ 17,250.00$ 0 1500000REPLACEMENT OF EXISTING SANITARY SEWER (OPEN CUT) 8 INCH FOOT 2,280 140.00$ 319,200.00$ 219 286 0 246 0 1529REPLACEMENT OF EXISTING SANITARY SEWER (OPEN CUT) 10 INCH FOOT 940 150.00$ 141,000.00$ 0 9400000REPLACEMENT OF EXISTING SANITARY SEWER (OPEN CUT) 12 INCH FOOT 1,070 160.00$ 171,200.00$7700030000REPLACEMENT OF EXISTING SANITARY SEWER (OPEN CUT) 15 INCH FOOT 310 170.00$ 52,700.00$00031000REPLACEMENT OF EXISTING SANITARY SEWER (OPEN CUT) 24 INCH FOOT 1,520 225.00$ 342,000.00$ 0 0 1520 0 0 0TELEVISING OF SANTIARY SEWER SERVICE FOR FINAL INSPECTION, 6 INCH EACH 126 125.00$ 15,750.00$ 13 2539161815CURED IN PLACE PIPE (MH TO MH) 24 INCH FOOT 770 110.00$ 84,700.00$770SERVICE LATERAL REINSTATEMENTS EACH 10 250.00$2,500.00$10GRANULAR BACKFILL FOOT 6,270 40.00$ 250,800.00$ 989 13761520 856 0 1529REMOVE AND REPLACE SANITARY SEWER MANHOLE, 4' DIA, 0 - 8 FEET DEEP EACH 10 5,500.00$ 55,000.00$REMOVE AND REPLACE SANITARY SEWER MANHOLE, 4' DIA, 8 - 12 FEET DEEP EACH 3 6,500.00$ 19,500.00$REMOVE AND REPLACE SANITARY SEWER MANHOLE, 4' DIA, 12 - 16 FEET DEEPEACH 5 7,500.00$ 37,500.00$SANITARY SEWER (OPEN CUT) 6 INCH, PVC FOOT 70 105.00$ 7,350.00$ 0 700000SANITARY SEWER (OPEN CUT) 8 INCH, PVC FOOT 80 130.00$ 10,400.00$ 80 00000CONNECITON TO EXISTING SANITARY SEWER, 8" OR SMALLER EACH 2 2,000.00$4,000.00$SANITARY SEWER MANHOLE, 4' DIA, 0 - 8 FEET DEEP EACH 2 5,000.00$ 10,000.00$11PARKWAY RESTORATION SQ YD 117.00 15.00$ 1,755.00$100 17CLASS D PATCHES, TYPE IV, 4" SQ YD 5,274 40.00$ 210,960.00$ 794 1170 1400 732 0 1178TEMPORARY HOT-MIX ASPHALT DRIVEWAY SQ YD 339 50.00$ 16,940.00$ ` 53 285COMBINATION CURB AND GUTTER, TYPE B-6.12 FOOT 1,670 25.00$ 41,750.00$2090300PORTLAND CEMENT CONCRETE SIDEWALK, 8 INCH SQ FT 3,415 8.00$ 27,320.00$5019025TEMPORARY THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 120 2.00$240.00$5070SANITARY IMPROVEMENTS TOTAL 2,123,315.00$WATER SERVICE REPLACEMENT AND RECONNECTION, 3/4", SHORT SIDE EACH 50 3,000.00$ 150,000.00$ 2 10 16 11 6 5WATER SERVICE REPLACEMENT AND RECONNECTION, 3/4" LONG SIDE EACH 47 4,500.00$ 211,500.00$01320446WATER SERVICE REPLACEMENT AND RECONNECTION, 6", LONG SIDE EACH 1 8,500.00$ 8,500.00$ 0 00001PARKWAY RESTORATION SQ YD 7,800.00 15.00$ 117,000.00$ 300 1800 2450 1750 700 800CLASS D PACHES, TYPE IV, 4" SQ YD 1,375 40.00$ 55,000.00$ 50 50 575 275 100 325TEMPORARY HOT-MIX ASPHALT DRIVEWAY SQ YD 80 50.00$4,000.00$ 0 20 20 20 0 20COMBINATION CURB AND GUTTER, TYPE B-6.12 FOOT 495 25.00$ 12,375.00$ 10 115 180 75 50 65PORTLAND CEMENT CONCRETE SIDEWALK, 8 INCH SQ FT 1,275 8.00$ 10,200.00$ 50 275 400 275 150 125TEMPORARY THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 50 2.00$100.00$0005000WATER IMPROVEMENTS TOTAL 568,675.00$2018 TOTAL 3,360,000.00$WATER IMPROVEMENTS SANITARY IMPROVEMENTS 15
C:\Users\mgibas\Desktop\02-27-2017 COW Agenda Items\Village Green Neighborhood.xlsxVillage Green Neighborhood.xlsx20200100 EARTH EXCAVATION CU YD 0 40.00$-$ 0 0000020201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 3,696 40.00$ 147,840.00$ 573 788 750 575 370 64121001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 11,088 1.00$ 11,088.00$ 1718 2364 2250 1726 1110 192228000510 INLET FILTERSEACH 80 150.00$ 12,000.00$ 10 202010101030300001 AGGREGATE SUBGRADE IMPROVEMENT CU YD 3,696 50.00$ 184,800.00$ 573 788 750 575 370 64135101600 AGGREGATE BASE COURSE, TYPE B 4" SQ YD 13,683 5.00$ 68,415.00$ 1749 3122 3440 2182 1168 202235101800 AGGREGATE BASE COURSE, TYPE B 6" SQ YD 755 6.00$ 4,530.00$ 262 0 0 91 150 25235102200 AGGREGATE BASE COURSE, TYPE B 10" SQ YD 22,176 10.00$ 221,760.00$ 3435 4727 4499 3452 2220 384340600290 BITUMINOUS MATERIALS (TACK COAT) POUND 14,972 2.00$ 29,944.00$ 2319 3191 3037 2331 1499 259540603080 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 3,728 75.00$279,600.00$ 578 795 756 580 373 64640603335 HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 TON 1,865 85.00$ 158,525.00$ 289 398 378 290 187 32340800050 INCIDENTAL HMA SURFACING TON 2 300.00$600.00$ 0 1100042001300 PROTECTIVE COAT SQ YD 13,449 1.25$ 16,811.25$ 1891 2904 3177 2124 1199 215442300200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6" SQ YD 2,271 60.00$ 136,260.00$ 180 533 679 489 172 21842300400 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8" SQ YD 488 100.00$ 48,800.00$ 159 0 0 57 103 16942400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL) SQ FT 64,645 7.00$ 452,515.00$ 8921 15100 16480 8938 4631 1057542400410 PORTLAND CEMENT CONCRETE SIDEWALK 8 INCH SQ FT 1,183 8.00$ 9,464.00$ 459 0 0 152 204 36842400800 DETECTABLE WARNINGS SQ FT 520 25.00$ 13,000.00$ 128 216 144 32 0 044000100 PAVEMENT REMOVAL SQ YD 21,550 10.00$ 215,500.00$ 3270 4570 4520 3310 2040 384044000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 2,512 10.00$ 25,120.00$ 246 454 665 536 275 33644000500 COMBINCATION CURB AND GUTTER REMOVAL FOOT 13,969 5.00$ 69,845.00$ 2214 2744 2889 2317 1417 238844000600 SIDEWALK REMOVAL SQ FT 53,395 3.00$ 160,185.00$ 8120 12355 13145 7010 3895 887060603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 14,592 25.00$ 364,800.00$ 2202 2997 2885 2455 1670 238366900530 SOIL DISPOSAL ANALYSIS EACH 1 2,000.00$ 2,000.00$ 0.2 0.2 0.2 0.2 0.1 0.167100100MOBILIZATION L SUM1 $ 5,000.00 5,000.00$ 0.2 0.2 0.2 0.2 0.1 0.178000200 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 300 1.00$ 300.00$ 50 505050505078000400 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 600 2.00$ 1,200.00$ 100 100 100 100 100 10078000600 THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT 300 6.00$1,800.00$ 50 505050505078000650 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 300 8.00$2,400.00$ 50 5050505050X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE) EACH 103 200.00$ 20,600.00$12232915816X4023000 TEMPORARY ACCESS (ROAD) EACH 7 400.00$2,800.00$ 1 21111Z0030850 TEMPORARY INFORMATION SIGNING SQ FT 78 10.00$ 780.00$ 26.0 26.0 26.0 0.0 0.0 0.0PRECONSTRUCTION VIDEO RECORDING L SUM 1 2,000.00$2,000.00$ 0.2 0.2 0.2 0.2 0.1 0.1CONTINGENCY ALLOWANCE DOLLAR 1 20,000.00$ 20,000.00$ 0.2 0.2 0.2 0.2 0.1 0.1NON-SPECIFIC WASTE DISPOSAL CU YD 0 50.00$-$000000PARKWAY RESTORATION SQ YD 16,66115.00$ 249,915.00$ 2052 3359 3665 3132 2238 2215TRAFFIC CONTROL AND PROTECTION L SUM 1 40,072.75$ 40,072.75$ 0.2 0.2 0.2 0.2 0.1 0.1ROADWAY IMPROVEMENTS TOTAL 2,980,270.00$80400100 ELECTRIC SERVICE INSTALLATION EACH 1 $5,000.00 5,000.00$ 0.2 0.2 0.2 0.2 0.1 0.180400200 ELECTRIC UTILITY SERVICE CONNECTION L SUM 1 $5,000.00 5,000.00$ 0.2 0.2 0.2 0.2 0.1 0.181028220 UNDERGROUND CONDUIT, GALVANIZED STEEL, 3" DIA. FOOT 650$30.0019,500.00$5025035081028340 UNDERGROUND CONDUIT, PVC, 1 1/2" DIA. FOOT 8,110$13.00105,430.00$ 860 2010 1980 1370 1090 80081400730 HANDHOLE, COMPOSITE CONCRETE EACH 14$1,200.0016,800.00$ 5341182500350LIGHTING CONTROLLER, BASE MOUNTED, 240VOLT, 100AMPEACH 1 $8,000.00 8,000.00$1.0LIGHTING IMPROVEMENTS TOTAL 159,730.00$2018 ROADWAY 44,051.13$LIGHTING -$STORM 623,958.87$SANITARY 2,123,315.00$WATER 568,675.00$SUB-TOTAL 3,360,000.00$2019 ROADWAY 2,980,270.00$LIGHTING 159,730.00$STORM -$ROADWAY IMPROVEMENTSLIGHTING IMPROVMENTS 2019 IMPROVEMENTS16
C:\Users\mgibas\Desktop\02-27-2017 COW Agenda Items\Village Green Neighborhood.xlsxVillage Green Neighborhood.xlsxSANITARY -$WATER -$SUB-TOTAL 3,140,000.00$VILLAGE GREEN TWO YEAR TOTAL 6,500,000.00$TOTAL758,493.35$ 1,426,012.50$ 1,801,806.28$ 963,316.65$ 412,199.07$ 965,472.15$$/SY220.81 301.67 400.49 279.06 185.68 251.23$/FT691.43$ 907.71$1,154.26$ 800.10$558.54$ 1,294.20$17
18
19
20
21
Capital Project List 1/25/17
Currently in construction stage
1 – 127th Street reconstruction ENG – B&W Contractor – “D”
2 – 127/248 Crosswalk and signal project ENG – HLR Contractor – “D”
3 – Rt 30 from I-55 to 59 ENG – B&W Contractor – “D”
Currently in Engineering stage
4 – 143rd Street Extension ENG - CMT
5 – PLFD/Naper and 127th intersection ENG - Lochner
6 – 143/30 intersection ENG - HNTB
7 – Renwick Road reconstruction (Spangler Farm subdivision-River Rd) ENG – B&W
8 – I-55 interchange project ENG – V3
9 – Lockport Street bypass project ENG - Strand
10 – Downtown streets/utility reconstruction (south of Lockport street) ENG – B&W
11 – Indian Boundary Bridge project ENG - Strand
12 – PACE park-n-ride project ENG – B&W
22
Project Overview 127th Street Reconstruction
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: Reconstruction of 127th street will include curb and gutter, storm sewer,
street lighting, sidewalks and bike path.
Benefits: With this project will replace the rural roadway gap with a 3 lane urban cross sec-
tion between Tuttle estates and Heggs Road and add lighting and pedestrian improvements.
Project Costs:
Project cost: $3,410,573
Engineering: $ 737,494
Construction: $2,673,079
Grant Eligible (STP): $2,000,000
Grant Received (STP): $2,000,000
Village Responsible: $1,410,573
Spent to date: $ 655,001
FY 17/18 funds: $ TBD
Schedule: This project is under construction.
Primary Contact: Plainfield Public Works
Consultant:Baxter and Woodman
Contractor:“D” Construction
Page 1
*Please Contact the Number Below with Any Further Questions*
23
Project Overview 127th and 248th Street
Crosswalk and signal project
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: Included in this project is the construction of a new crosswalk on 127th and
248th street including pedestrian signal improvements to the existing traffic signal.
Benefits: This project will eliminate gaps in the existing pathways to ensure the safety of all
bikers, pedestrians, and students traveling to Plainfield North high school nearby.
Project Costs:
Total Cost: $229,235
Engineering: $ 32,576
Construction: $196,659
Grant Eligible: $ 0
Grant Received: $ 0
Village Responsible: $229,235
Spent to date: $ 44,738
FY 17/18 funds: $200,000
Schedule:This project is under construction.
Primary Contact: Plainfield Public Works
Consultant:HLR
Contractor:“D” Construction
Page 2
*Please Contact the Number Below with Any Further Questions*
24
Project Overview US 30 Widening and
Reconstruction
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: As a result of the increased traffic on route 30 IDOT will be working to
increase the width of the road from IL 59 to I-55, as well as, improve conditions for those
traveling to and from I-55 and surrounding communities.
Benefits: This project will upgrade the roadway and increase capacity in order to serve the
projected traffic demand.
Project Costs:
Total Cost*: $21,000,000
Engineering: $ 153,500
Construction*: $ TBD
Grant Eligible: $ IDOT
Grant Received: $ IDOT
Village Responsible*: $ TBD
Spent to Date: $ 153,500
FY 17/18 $ 0
Schedule:This project is under construction.
Primary Contact: IDOT
Consultant:Millhouse Engineering
Contractor:“D” Construction
Page 3
*Please Contact the Number Below with Any Further Questions*
25
Project Overview 143rd Street Extension-
IL 59 to IL 126
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: This project includes the construction of a new connector road and bridge off
of 143rd street between Route 59 and IL 126.
Benefits: This project will benefit the expected increase in traffic, as well as, improve the
east-west access through the region.
Project Costs:
Total Costs: $32,026,718
Engineering: $ 2,096,805
Construction: $29,929,913
Grant Eligible (STP) $ 4,500,000
Grant Received: $ 4,500,000
Village Responsible: $27,526,718
Spent to date: $ 1,759,300
FY 17/18 $ 1,500,000
Schedule:Work towards this project is expected to begin within the next 5-10 years.
Primary Contact: Plainfield Public Works
Consultant:CMT
Contractor:TBD
Page 4
*Please Contact the Number Below with Any Further Questions*
26
Project Overview Plainfield-Naperville Rd. and
127th St. Intersection Improvements
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: This project will reconstruct the intersection at
127th street and Plainfield/Naperville road.
Benefits: This project will provide for more efficient traffic flow and improved safety for the
traveling public.
Project Costs:
Total Costs: $2,320,282
Engineering: $ TBD
Construction: $2,320,282
Grant Eligible (STP): $2,000,000
Grant Received: $2,000,000
Village Responsible: $ 320,282
Spent to date: $ 612,980
FY 17/18 funds: $ 100,000
Schedule:Project is in engineering at about 60% complete. Pending cost sharing IGA’s with
Bolingbrook and Will County Highway department will accelerate this project
Primary Contact: Plainfield Public Works
Consultant:Lochner
Contractor:TBD
Page 5
*Please Contact the Number Below with Any Further Questions*
27
Project Overview 143rd Street and US 30
Intersection Improvements
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: . This area sees a lot of commuter traffic due to trucks passing through to US
30 trying to avoid busier streets. This project will include the reconstruction of the roadway
leading up to the intersection of US 30 and 143rd street with the installation of permanent
traffic lighting in order to accommodate an increased traffic demand.
Benefits: This project will noticeably improve traffic flow and existing intersection
conditions.
Project Costs:
Total Cost: $ TBD
Engineering: $ TBD
Construction: $6,100,000
Grant Eligible (STP) $2,000,000
Grant Received $ 0
Village Responsible: $ TBD
Spent to date: $ 457,700
FY 17/18 funds: $ 10,000
Schedule:Work towards this project is expected to begin within the next 0-5 years.
Primary Contact: Plainfield Public Works
Consultant:HNTB
Contractor:TBD
Page 6
*Please Contact the Number Below with Any Further Questions*
28
Project Overview Renwick Road Reconstruction
River Road to Spangler Farm subdivision
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: Renwick road west of River road had been reconstructed to allow for the
construction of the new bridge. Due to this new bridge an increase in daily use is predicted
for Renwick road, making the reconstruction and upgrading of Renwick from River road to
Spangler Farm subdivision.
Benefits: The reconstruction will allow for an expected increase in future traffic demand.
Project Costs:
Project Cost: $1,972,000
Engineering: $ 212,000
Construction: $1,760,000
Grant Eligible (STP): $2,000,000
Grant Received (STP): $1,497,600
Village Responsible: $ 474,400
Spent to date: $ 83,751
FY 17/18 funds: $ 70,000
Schedule:Engineering PH 1work towards this project is expected to begin within the next 0-
5 years.
Primary Contact: Plainfield Public Works
Consultant:Baxter and Woodman
Contractor:TBD
Page 7
*Please Contact the Number Below with Any Further Questions*
29
Project Overview I-55 Interchange Study
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
Phone: (815) 436-3577
Description: This study will explore the need for an
interchange at IL 126 and Lockport Street/Airport road
to I-55 is. The purpose of this interchange would be to
enable motorists and truck traffic to travel to the major
commercial and industrial areas within the village
without having to travel through the heavily congested
downtown core.
Benefits: This project will improve access to I-55, improve regional access to adjoining
communities, and serve projected traffic demand.
Project Costs:
Total Cost: $ TBD
Engineering: $ TBD
Construction: $ TBD
Grant Eligible: $ TBD
Grant Received: $ 0
Village Responsible: $ TBD
Spent to date: $ 116,700
FY 17/18 funds: $ 450,000
Schedule:Work towards this project is expected to begin within the next 0-10 years.
Primary Contact: Plainfield Public Works
Consultant:V3/Upchurch
Contractor:TBD
Page 8
*Please Contact the Number Below with Any Further Questions*
30
Project Overview Lockport Street-Bypass
Feasibility
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
(815) 436-3577
Description: This study identifies a connector road
from 143rd street South to Lockport street. This bypass
is intended to route traffic at the future Lockport/
Airport Road interchange
Benefits: This project will enable motorists to access the major commercial and industrial
areas in Plainfield without having to travel through the busy downtown core.
Project Costs:
Total Cost: $ TBD
Engineering: $ TBD
Construction: $10,500,000
Grant Eligible (STP) $ 2,000,000
Grant Received $ 0
Village Responsible: $ TBD
Spent to date: $ 81,437
FY 17/18 $ TBD
Schedule:Work towards this project is expected to begin within the next 0-10 years.
Primary Contact: Plainfield Public Works
Consultant:Strand Engineering
Contractor:TBD
Page 9
*Please Contact the Number Below with Any Further Questions*
31
Project Overview Downtown utility and street
improvements—south of Lockport Street
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
(815) 436-3577
Description: This project upgrades the aging underground utilities and streets and pedestrian
accommodations.
Benefits: This project will provide for more reliable utility service, vehicular and pedestrian
movements and added parking.
Project Costs:
Total Cost $6,500,000
Engineering: $ TBD
Construction: $6,500,000
Grant Eligible (EPA Low interest loan): $3,000,000
Grant Received: $ 0
Village responsible: $6,500,000
Spent to date: $ 38,870
FY 17/18 funds: $ 300,000
Schedule:Work towards this project is expected to begin within the next 1-2 years.
Primary Contact: Plainfield Public Works
Consultant:Baxter and Woodman
Contractor:TBD
Page 10
*Please Contact the Number Below with Any Further Questions*
32
Project Overview Indian Boundary Bridge project
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
(815) 436-3577
Description: This project replaces a substandard and deteriorating metal culvert type bridge
with a more efficient concrete span bridge.
Benefits: This project will provide for better vehicular and pedestrian movements and flood
control.
Project Costs:
Total Cost: $1,675,000
Engineering: $ 275,000
Construction: $1,400,000
Grant Eligible: (IDOT 80/20) $1,100,000
Grant Received: (IDOT 80/20) $1,100,000
Village responsible: $ 575,000
Spent to date: $ 0
FY 17/18 funds: $ 275,000
Schedule:Work towards this project is expected to begin within the next 1-2 years.
Primary Contact: Plainfield Public Works
Consultant:Strand Engineering
Contractor:TBD
Page 11
*Please Contact the Number Below with Any Further Questions*
33
Project Overview PACE park-n-ride project
Village of Plainfield
Public Works Department
Engineering Division
14400 Coil Plus Drive
Plainfield, Illinois 60544
(815) 436-3577
Description: This project constructs a new PACE park-n-ride facility. Includes a 400-600
car parking lot.
Benefits: This project will provide for centralize commuter park-n-ride facility with parking
accommodations.
Project Costs:
Total Cost: $5,800,000
Engineering: $ TBD
Construction: $4,800,000
Grant Eligible (PACE IGA): $5,800,000
Grant Received (PACE IGA): $5,800,000
Village Responsible: $ 0
Spent to date: $ 44,097
FY 17/18 $5,800,000
Schedule:Work towards this project is expected to begin within the next 1-2 years.
Primary Contact: Plainfield Public Works
Consultant:Baxter and Woodman
Contractor:TBD
Page 12
*Please Contact the Number Below with Any Further Questions*
34
/D^ĂƚĂͬ^ĐĞŶĂƌŝŽƐ:ĂŶƵĂƌLJϮϬϭϳ
x KǀĞƌĂůůW/ZĂƚŝŶŐŝƐϳϳ;ZĂƚŝŶŐƵƐŝŶŐĞdžƚƌĂƉŽůĂƚĞĚϮϬϭϭͬϮϬϭϮĚĂƚĂǁĂƐϳϵͿ
x DĂŝŶƚĂŝŶŝŶŐĂƌĂƚŝŶŐŽĨϳϳǁŝůůƌĞƋƵŝƌĞĂΨϰ͘ϵDĂŶŶƵĂůŝŶǀĞƐƚŵĞŶƚŽǀĞƌĨŝǀĞLJĞĂƌƐ;ΨϮϰ͘ϱD
ŶŶƵĂůͿ͘
x ĞĨĞƌƌŝŶŐŵĂŝŶƚĞŶĂŶĐĞĐŽŵƉůĞƚĞůLJǁŝůůƌĞƐƵůƚŝŶŽǀĞƌĂůůW/ZĂƚŝŶŐŽĨϲϲĂƚƚŚĞĞŶĚŽĨLJĞĂƌϱ;ĂŶĚ
ůĞĂǀŝŶŐĂůĂƌŐĞĂŵŽƵŶƚŽĨƌŽĂĚƐƚŚĂƚǁŝůůŶĞĞĚƌĞĐŽŶƐƚƌƵĐƚŝŽŶǀƐ͘ƌĞƐƵƌĨĂĐŝŶŐͿ͘
x ΨϮDĂŶŶƵĂůƌĞƐƵůƚƐŝŶŽǀĞƌĂůůW/ZĂƚŝŶŐŽĨϳϬĂƚƚŚĞĞŶĚŽĨLJĞĂƌϱ;ΨϭϬDdŽƚĂůͿ͘
x ΨϮ͘ϱDĂŶŶƵĂůƌĞƐƵůƚƐŝŶŽǀĞƌĂůůW/ZĂƚŝŶŐŽĨϳϭĂƚƚŚĞĞŶĚŽĨLJĞĂƌϱ;ΨϭϮ͘ϱDdŽƚĂůͿ͘
x Ψϯ͘ϬDĂŶŶƵĂůƌĞƐƵůƚƐŝŶŽǀĞƌĂůůW/ZĂƚŝŶŐŽĨϳϮĂƚƚŚĞĞŶĚŽĨLJĞĂƌϱ;Ψϭϱ͘ϬDdŽƚĂůͿ͘
x Ψϯ͘ϱDĂŶŶƵĂůƌĞƐƵůƚƐŝŶŽǀĞƌĂůůW/ZĂƚŝŶŐŽĨϳϯĂƚƚŚĞĞŶĚŽĨLJĞĂƌϱ;ϭϳ͘ϱDdŽƚĂůͿ͘
x Ψϰ͘ϬDĂŶŶƵĂůƌĞƐƵůƚƐŝŶŽǀĞƌĂůůW/ZĂƚŝŶŐŽĨϳϱĂƚƚŚĞĞŶĚŽĨLJĞĂƌϱ;ϮϬ͘ϬDdŽƚĂůͿ͘
DĂŶĂŐĞŵĞŶƚƐĐĞŶĂƌŝŽƐĚŽŶŽƚĂĐĐŽƵŶƚĨŽƌĨƵƚƵƌĞƉƌŽũĞĐƚƐĐŽŵƉůĞƚĞĚǁŝƚŚĂƉŝƚĂůĨƵŶĚŝŶŐ;ZĞŶǁŝĐŬ
ZŽĂĚ͕ϭϮϳƚŚͬWͲEZŽĂĚ͕ϭϰϯƌĚͬtĂůůŝŶ͕/ŶĚŝĂŶŽƵŶĚĂƌLJZŽĂĚͿ
35
�X��(�X��(��X��(��X��(��X��(��X��(��X��(��X��(��X��(���r�� ��r�� ��r�� ��r�� ��r�� �r��W �uv� � � (��D ��X�D ��X�D ��X�D ��X�D E } / u��}�uv�3 6
$PRFR+DUW
$PHULFDQ
%XLOW6\VWHP
$UERU
&UHHN
$UERURI
3ODLQILHOG
%RRWK
3URSHUW\
%RXJKWRQ
)DUP
%URQN
(VWDWHV
%URQN
)DUP
&% ,
,QGXVWULHV,QF
&DQWHUEXU\
:RRGV
&HGDUODNH
9LOODJH
&HQWHU3RLQW
&HQWXU\
7UDFH
&KDPSLRQ
&UHHN
&KDWKDP
6TXDUH
&RLO
3OXV
&RQYHQWRI
0DQWHOODWH
6LVWHUV
&UHHNVLGH
&URVVLQJ
&URVVLQJVDW
:ROI&UHHN
&URVVURDGV
%XVLQHVV
&HQWHU
'D\ILHOG 'LDJHR
'LOOPDQ
(VWDWHV
'RZQWRZQ
'XQPRRU
(VWDWHV
(DJOH
&KDVH
(GZDUG
+HDOWK
9HQWXUHV
(VVLQJWRQ
6SRUWV
*URXS
)DLUILHOG5LGJH
)DUPVWRQH
5LGJH
)RXU
6HDVRQV
)ULW]
)DUP
*UDFH
3RLQWH
&KXUFK
*UDQGH
3DUN
*UDQGH
3DUN
6RXWK
*UDQGH
3DUN:HVW
*UDQGH
9LHZ3ODFH
+DUPRQ\
5LGJH
+DUYHVW
*OHQ
+HDUWODQG
+HULWDJH
0HDGRZV
+HULWDJH
2DNV
+HULWDJH
:RRGV
RI3ODLQILHOG
+LGGHQ
5LYHU
+LJKYLHZ
,QGLDQ2DNV
(VWDWHV
,UD-RQHV
0LGGOH
6FKRRO
.HQVLQJWRQ
&HQWHU
3ODLQILHOG
:DO0DUW
6XE
.HQVLQJWRQ
&OXE
.LQJ
V
%ULGJH
(VWDWHV
.LQJV
&URVVLQJ
/DEDQF]
/DNH
0DU\
/DNH5HQZLFN
1DWXUH
3UHVHUYH
/LEHUW\
*URYH
0DLQ
)DUP
0DUWLQ
&HQWUH
0DU\EURRN
0F*XLUH
)DUP
0F0LFNHQ
$VVHPEODJH
)DLUILHOG&RPPRQV0HLMHU
0HQDUGV
0LOOUDFH
9LOODJH
1DWXUH
V
&URVVLQJ
1RUPDQWRZQ
3UDLULH
3DUN
3ODFH
3DUNYLHZ
0HDGRZV
3DWULRW
6TXDUH
3&+6
3HHUOHVV
(VWDWHV
3KHDVDQW
&KDVH
3ODLQILHOG
/DQHV
3ODLQILHOG
$FUHV
3ODLQILHOG
6PDOO%XVLQHVV
3DUN
3ODLQILHOG
:HVW
3ODLQVPDQ7HUUDFH
3OD\D
9LVWD
3OD\D
9LVWD
6RXWK
31+6
3ROR
&OXE
3UDLULH
&UHHN
3UDLULH
.QROO
3UDLULH
3RQGV
4XDLO
5XQ
5DZOH\
)DUP
5HQZLFN
&RPPXQLW\
3DUN
5HQZLFN
3ODFH
5LYHU
3RLQW
(VWDWHV
5LYHU
5LGJH
(VWDWHV
5LYHUVWRQH
5LYLHUD(VWDWHV
5RVH
6DEDGRVK
3URSHUW\
6HWWOHU
V
3DUN
6KHQDQGRDK
7KH*UHDW
0HDGRZ
6SDQJOHU
V
)DUP
6SRUWV
&HQWHU
6SULQJ
+LOO
(VWDWHV
6SULQJEDQN
6SULQJV
DWWK
6WHZDUW
5LGJH
7KH
(QFODYH
7KH
/DNHODQGV
7KH3RQGV
DW3ODLQILHOG
7KH
5HVHUYH
7KH6KRUHV
7KH
6WUHDPV
7KUHH
5LYHUV
&KXUFK
7XWWOH
(VWDWHV
9LOODV
DW)R[5XQ
9LQWDJH
+DUYHVW
9LVWD
3RLQWH
:DLWH
3URSHUW\
:DONHUV
*URYH
:DONHUV
3RLQW
:DOOLQ
:RRGV
:DOOLQ
:RRGV
&RPPHUFLDO
:DWHU
V
(GJH
:KLVSHULQJ&UHHN
:KLWH
$VK
)DUPV
:LOGLQJ
3RLQWH
:LQGLQJ
&UHHN
<0&$
*UDQGH3DUN
/DNH5HQZLFN
1DWXUH
3UHVHUYH
3(+6
.RKOV
:DO0DUW
7DUJHW
)LUH'HSW
&DPSXV
(DWRQ
3UHVHUYH
0DWKHU
:RRGV
*UDQGH3DUN
(OHPHQWDU\
5RELQVRQ%0XUSK\-XQLRU+LJK
)UHHGRP
(OHPHQWDU\
+HULWDJH*URYH0LGGOH
6FKRRO
-RKQ)
.HQQHG\
0LGGOH6FKRRO
(OL]DEHWK(LFKHOEHUJHU
(OHPHQWDU\
(DJOH3RLQW
(OHPHQWDU\
:DONHU
V*URYH
(OHPHQWDU\
/LQFROQ
(OHPHQWDU\
,QGLDQ7UDLO
0LGGOH6FKRRO
3ODLQILHOG
$FDGHP\
36'
'LVWULFW
2IILFHV&HQWUDO
(OHPHQWDU\
0HGLD 7HFKQRORJ\
&HQWHU
9DQ+RUQ
:RRGV
6SULQJEDQN
:DVWHZDWHU
7UHDWPHQW
3ODQW
0F0LOOHQ
)DUP
6D
QG
K
X
U
VW
+HURQ
9LHZ
(VWDWHV
5HQZLFN
+HLJKWV
5HQZLFN3RLQWH-HZHO
.XXVDNRVNL
5HF\FOLQJ
'LDJHR
3ODLQILHOG
7RZQVKLS
2IILFHV
&ORZ6WHSKHQV
&RPPXQLW\3DUN
/LFKWHQZDOWHU
6XEGLYLVLRQ
-(&
/LFKWHQZDOWHU
&RPPHUFLDO
9DQ'\NH
5RDG
&RQGRV
7KH3UHVHUYH
3ODLQILHOG
*ROGHQ
0HDGRZ
(VWDWHV
5(1:,&.5'
5(1:,&.5'
5281'%$51&71257+/$1'677+251%(55<&5*29(510(17/13$75,27
648$5(%/
35(6,'(17,$/$9
)('(5$/&5&2/21,$/3.<+$5 %285/10(5*$16(5&90($'2:/$1'&5
7+67
5(6(59(&5
*2/'(1($*/(&5&2/8
0
%,1(
&5
52&.()(//(5
&5.(11('<&5 3$8/&57+(/0$&5
&+$/
.+,//&5
08(//(5 &5
6(/)5,'*(&5
6(/)5,'*(&5
&(5(1$
&
5
&(5(1$&508(//(5&5&25,11(&5&(5(1$&5 )2;581&5 %(1621$9)5,7=5':$7(5)5217&
5
.5,672))&7
&('$5&5((.&7
3,1(&21(/1
$5%25'5'$<),(/'&7
$'$06&7
(:,1*'5
:('*(:22'&7 /(;,1*721'5)((1(<'5
0&08//,1 &5
/,/<&$&+(5'0$5*$5(7
&7
+2:$5'67*5,1721'5
/,1./1
/($&+'5
(//1$&7*(25*(&7'$12&211(//'50&*5$7+'5/,/<&$&+(5'0$</(21'5(//(1'56855
(</1
%866(<'5 7,0%(59,(:'5:,1',1*&5((.5'&+$
5
/277(5'
/255$,1(/1
'$9<
&7
3(56,0
0
2
1
/
1
%,5&+&7%(1(7/1
9$1
+251/1
+($7+(5&5((.'552/)5'3/$,160$1&73/$,160$1&5
($6<67
'8
1
&
$
1
/1
0$**,(/1
/8&$6'5&$//,(
'
55<$1
/16+$5216:<$/,6215''5$8'(15'.$<&7.$<'50$5</10 $5<&7',1$&7 &$7 +(5,1(
&7
&$7+(5 ,1 ('5:$/.(55'
&+$03,21 '5
:,11
(
56
&,5&/(&7
&,1(0$/1(66,1*72 15'7+$9681)/2:(5&7/$7+$0&7
&2817</,1(5'67(,1(55'(/$,1('5(/,=$%(7+'5*2/'(1/1,1',$1%281'$5<5',1'8675,$/'5($67-$0(667-
2
/,(
75
'
-
2
/
,
(
7
5
'0$//$5
'
'5 1$3(59,//(5'1$3(59,//(5'1$3(59,//(5'2;)25'/1$1'5(:5'$1'5(:5'
675$7)25''5
&276:$/''5
,1'8675,$/'51257+5+($'5,1'8675,$/'56287+%5,*+721/13$648,1(//,'5
6,/9(5/13(11,1*7215'575757
57
5757/(1+$05'
)5$1&(6
679$1'<.(5'9$1'<.(5'9$1'<.(5'9$1'<.(5':$//,1'5:22')$505'7+67
7+67
7+67
7+67
7+67
6767
7+67 7+67
5'67
5'67 5'67
$6+721 '5&233(5'5
/$.(0$5<'5
/$.(3/
/,
1
&
2
/
1
+:
<
/2&.325767 /2&.325767
/2&.325767
/2&.325767
0$,1673,/&+(55'+,&.25<&5((.&7&+
$03,2
1
&
7:$33/(75((/1
6$1'%$1.'5:-())(5621$96800(5*529('5$5067521*/1 /,1'(1/1
48$,/581'5
63$1*/(55'7(55$&(%/1()5217$*(5'6$9$11$'56+$53'52/<03,&'5&$7+</1,//,1,'5 '(1,6(679,17$*(.12//'56 35,1*&5((./1
)2;&5((./1
6$1'&5((./1%$<&5((./1+,''(15,9(5'56/((3<+2//2:/1 63$1*/(56)$50'55(1:,&.5'
9 ,//$*(&(17(5'53$:1((67,1',$1%281'$5<5
'
)257%(**6'5
:,1'0,///10($'2:/1*5$17&7
3$75,27&7
7,0
%
(
5'
5
)$,5%$1.6&7'$13$7&+'5
52%(57/28,6'5%5(7767
0,&+(/('5
&$0%5,'*(&,5+
8
1
7
&
/
8
%
/
1
+817&/8%/1
35 $,5,(&5 2 6 6 ,1 *
:,/.(16
/1:+,63(5,1*75$,/6'5
3$75,27648$5('5(&$
7$/3$
&7
/((&7
+20(67($'&7 ,21(67$//<16735
$
,5,(
52
6(
&7
6$5
$
+
67'8%/,1/1/,0(5,&./1.,/.(11<'55281'6721($9 6+(1$1'2$+75.,/'$5('5397$//(<397$//(<5
2
&.
<&5
((
.5'5,'*(5'3$9,/,213/9(7(/&7
3(%%/(&5((./1-8',7+&7
,1'
,$1
%28
1
'
$
5
<
&7%877(5&83&77,0%(5:22':<)2 5 *(/1
%52:1/1
)5217$*(5'0($'2:/15(':,1*&7
6.</(5/1&5266,1*'5)(6&8('5 586+025('50,//&5((./15('67$5'5(',621/1
+$:.6%,///1('*(:22''5%$66 /$.(5'3,17$,/5'&('$5&5((./1-25'$1/1)/$**'5&+$0
3,
2 1 '5
9 $1 '<.(5'0,//(11,803.:<6.</,1('57+251%(55<&7%/8(%(///1
6811<0(5('5
%/$.(/<&7
:+,63(5,1*:22'6&7
$5%259,(:%/+$:.6%,//
&7
6721<0$1
&7
3$6 7 2 5$/'5
*52772&7 %/8(,5,6/15('&/29(5&7:+,7($6+&7
,521:22'&7+2/
/
<
&7
:,1 7(5%(5 5 </1
&5((.9,(:'5)25(67('*('5+$5021/1'5$8'(15'7
$</25&
7
($*
/(
63(5&+
&7
*2/'(10($'2 :'5:22''8&.'5)5('(5,&.67)$,5),(/''5 '((55,'*('5&$+,//6:<*,/025(5':(;
)25''5
%/$&.67
21(/10,//%$1.'5:,17(5%(55</1*$7(6/1
9,&$5$*('57 8 )72 1 67 '(&$7+$/21/1.(16,1*721'5125:22''5
%522./$1'6/1,1'(3(1'(1&('
5
62/',(5&7
)5(('20:<
35(6,'(17,$/$9
6,02'5
%5,77$1<673$75,27648$5('5:&21,)(56 7
5,'*(5'5,'*(5'%,&(17 (11 ,$/&73$/0(772'56$1,%(/670$5$7+21
/1$5%25&7,521
:22''5
$33/(&5((./1
6/((3<+2//2:/15(1:,&.3$5.'5'(&/$5$7,21'5
,1'(3(1'(1&('5
3$9,/,213/
75(//,$*($9
3$6725$/'56+(//</16,/9(5/($)'56 ,/9(5/($)'5
$/3,1(:<*5
$
1
'
(
3$
5
.
%
/
52&.:(///1
+$129(5&7
681'(5/,15'
:+($7'5
-$&2%)5<'5 6&27(5&7(,'(5&7
'((53$7+/1
&2817</,1(5'%5 ,*$'(/1
635,1*),(/'&7),(/'%522.'5
52&.()(//(5
&7
1(/621&752&.&7'5$8'(15'%2:(5
&7
-81,3(5&7 3$6725$/'5
0($'2:/17,0%(5:22'&7 323/$5&5266,1**5$1'(
323/$5
&7
6,/9(5/($)&7%,5'6(<(&77$</2567.(5567
0$3/(9,(:'5
',$1$&7
0$7+(:6&7 $0%526(5'*5,//'5%/8(%(//
&7
0
$
'
,6
2
1
&
7
0$',62167
),(/'%522.
'51250$172:15'(66,1*7215'*$7(6/1
&$3,72/'5/(:22''5/$.(0 $5<'5
+,*+/$1''5
-8',7+'5 6()5217$*(5'67(//$5/1%$552:/1+$=(/:22''5/,/</10$5,*2/'5'75,//,80/1
%522.6+25('50$3/(9,(:'5:5,*+7/1
-21(6&7)2 ;75$,//1
,1',*2&7
-2/((
&
7 )5217$*(5')$/&21'5:$/187
&7
1 2 5 :22 ''5
0,&+(/('5
0$5$7+21/1
&$3,67$'56&277'5 &2,/3/86'5/$.(6+25('5*(1(5$/'55281'%$515'3($575((:<6+(1$1'2$+75=280$5'552&.),6+/1'$<),(/''53$57(55(3/*(77<6%85 *5'672&.721$9/,%(57</1+(5,7$*(2$.6'5
-$&.621/1 +20(72:1'5&+(/6($/1
6$1'%$1.'5(
:22'672&.'5
6800(5+286('5*
$
*
1
(/
1
6.</,1(&71
3+($6$17&+$6('5/(*$&<'5+(0/2&.'5
:$/187&,5
3$8/$&7:,/621
&7 0$*12/,$&7($*/(6 1 (67&76,/9(5&5((.&7($*/(&+$6(&7
681'$1
&
(&7
&5
$
%
75((
&7
6(/)5,'*(&70,66,21
&5((.&7
3,1(&5((./10($'2:/15,'*(5'0($'2:/16+5())/(5'57,33(5$5<&7:$7(5)25'&7:$7 (5 )25'%/(0(5$/'$9
7,33(5$5
<
/1
&$17(5%85<'5
67$7,2167
$5%25&5((.'5.(16,1*721'5+$036 +,5 (/1
1 27 7 ,1 *+$0$9
1(:&$67/(67:,1*67(06735$,5,(*5 29('5
&2//,165'
:$/.(55',+(5
,7
$
*
(
0($'2
:
6
'5:2/)&5((./1+(5,7$*(0($'2:6'5:+,7(2$.'5
6+$*%$5.'51,*+7,1*$/(&7
5 ,9(55'
/,1&
2
/1+:<
&$37,9$/1
&$50(/%/5,'*(5'7 ,0 %(5 :22'&57,0%(5:22'&5/,1'(1*$7(&5
:+,63(5,1*:22'6&5*5$1'(323/$5 &5
+$:7+251&535(6/(<&5
35(6/(<&5
*/(11&5*/(11&5&(1785<&50,//(11,803.<)25'&7)5$1./,1 /1
*/(1%522.&5
*/(1%522.&70$3/(:22''5&+$03,21&7(&+85&+,//'5%(/0217'535($.1(66'5&$0(521
&7
%$;7(5&7 )255(67(5'5%/$,56767(:$575,'*('5
6,1&/$,5'5+(**65'&28175<6,'(/1
&+(55<%/26620%/(/,=$%(7+
&7
&+$7+$0 '5
0,/(6721('5(/,=$%(7+'5:+,7($6+
'5
67((3/(&+$6('5
35$,5,(*529(
'
5
&$17(5%85<&7
1(:%(55<:<
3($575((&7
3($575((&5
%2%:+,7(/1/$5.6385/1%/$=,1*67$5
&7
&52:)227
&7
&25<'$/,667 $(52'563$8/',1*6&+22/'5:2/)'5/(21$'55+($'57+67
%22.5':,*(21&7
:(,1+2/''5
-$1,&(/1
7+67
5,'*(:22'/1*5$1'(323/$5&5*5$1'(3,1(6 %/
7$//63 5 8 &('5
7+67
3(56,0021&7
'21(*$/:<
125:,&+
67+$0,/721
'5 %5$')25'/1%5,672/$9
321'9,(:'5
*5((1),(/'&7
321'9,(:'5
7$//*5$66'5
*5((1),(/''5 $5%25'$/('5*5((1
),(/'
'5
%$552:/1
0$5,1$'5
%/8(+(521&9/$.(32,17'56 $1'3,3(5
&9
/$&5 2,;/1
29(50$1&75,9(5&5 (67'5
&$7+</1 9,&.<67'28*/$6'5
'28*/$6'5
*2/'(10($'2:'5
:$7(5/,/<&7*2/'(16
816(
7
'5
0
(
$
'
2:
/,/<
&7
$67(5&7
+($7+(5&7
*2/'(10($'2:&7
5 8 6 +)2 5 '3/
:(//(6 /(<&5
:(//(6/(<&7%/$.(/<'5
%8 5 ',&.5'
9(50(77(5'0$5</((&702152(&7 9(
5
0(77
(5'&,11$021&7
7,*(5/,/</1$8*867$&7 &$03%(///1
&$03%(///1
5266/1:22'6
:
<
3
5
$,5
,(
321''5
6811<0(5(
&7%/$.(/<'52$.&5(67/1
5 8 6 7 /,1 *%,5&+:<025 1,1*0,67 3/
%$66:22'&57+251:22'
:<526(:22'/17+251:22'%/*5$1'(3$5.%/:,/':22'3/',$1(
/1
$6+*$7(:<$6+*$7(;,1*%$66:22':<$5
%259,(:&56358&(/1
($*/(
)($7+(5&7 ($*/(5,'*(&77($/&70$//$5'&7
48$,/&7
$0+(567&76
$0+(567
&71
$//(152%(57'5
'83$*(&7
:,//,$06
&7:(//(5'5
0$5<%522.'5+$=(/&5(67'5
+,//&5(67'5
0($'2:%522.'53$5./1
.(//<$96 $1'5$/1.12//5'%5,$5/10($'2:/15$1&+/$1''53 /$,10 $1&7&
+(<(11(&7
1
$9$-2
&7
&+(52.((
'5
'
2
9
(5&7:,1&
+
(67(5&7
'(9216+,5(&7
3/$,1),(
/
'5'62 8 7 +),(/'/12 6 :(*2 3 /$,1 6'57+251%(55<'5
0($'2:/1&2,/3/86'5
-2+1$'$06
'
5
3$8/5(9(5(/16$08(/$'$06'57+20$6-())(5621'53$75,27648$5('56
5,9(5:$/.&7 *$5'(1'5$
6
+6
7
0 $3/(
&
7
&2//(*(671$3(59,//(5':,/.(163/.($516'5635,1*+,///1
$
5
1
2
/
'
6
7
2 $.6 7
,/
/
,
1
2,6
6
7
0 $,16 7
(9$1667
$0%2<67
($67(51$9%$57/(77$9&(17(5673(115'9,67$/1-$0(667&+,&$*267'(63/$,1(667)2;5,9(567277$:$67
&200(5&,$/67 ,//,12,667/$.(6,'(&70,/(6$9+$5721*67&+,&$*267
3$5.$9025*$1/1)/$1'(56/1&$6(67*$5'1(567+$59(67(5 67
62/',(5 '5&$9$/5<&7&2167,787,21
&7
/,%(57<*529(%/
6816+,1(&5 3233</1&/29(5&76816+,1(/1
6816+,1(&5,1',$1 %2 81'$5<5':$//,1'5+(5,7$*('5&5((.6,'(
'
50($'2:/135$,5,('5 52%,1&7$552:+($'&7277$:$67
,1*(562//67+$0/,167/,1&2/1:$<67 (<5(&5/,1&2/1:$<&5
'$13$7&+'5.,1*672167
1(:.,5.'5
+,*+9,(:
&7
35$77/181,2167
81,213/81,2167
81 ,2 16 7
&
2
5
%
,16
7
52%(57$9
)5('(5,&.$9-8/,($9
*(7621$9
/((67
3$77(562167
2$.670&&/(//$1$9.(1<2167
&2/(5$,1$9
&8/9(567
+,&.25</1
/$
:
5(
1
&
(67
&+,33(5&7
.(11$
&7
&+$5/(6
'5
1250$1$9 +2:$5'67&2//,16'5)$,5),(/''5$5%25'525&+$5'/1
'$12&211(//'50,67:22'
'5
/(;,1*721'5/<1167
)(5167
$1'(562167
&/$5.67
0$77+(:67
3(
7
(
5
6
2
1'
5
*(25*(&7&(&,/<'5($6<67
9,17$*('5%85*81'<
'5&+$%/,6/1&$%(51(7/1
0(5/27/1
)$50,1*'$/('53(
$
&
(
'$
/
(
&7
3(
$&
('
$
/
(
&7/(:22''5/(*,21&73/(
$6
$1
7&7
3/($6
$1
7
&7
+$5021<'56(5(1,7<'55,9(55'5(1:,&.5'
3(7,7&7
*$0$<'5
%$52/2'5 5,9(5&7)$5067($'/1
&523/$1''5
:($7+(59$1(:<%522.6+25('5,6/$1''5
3$5.6,'('5&29(&7&29(:<&29(&5 3257$*(&7
3257$*(/16(/)5,'*(:<&5266,1*'5
6800,767/21*&20021/1&5(6&(17/1635,1*9,(:
&7
52&.'5
0$.(3,(&(:<+,''(1 5,9(5 &55,9(5:22''5
)5$6(55'
6358&(
&5((.&7
'5,)7:22''5'((5&5((.&76$1'&5((.&7
5,9(5:22''5)2;&5((.&7
,9</1)5$6(55'3(11</1570,&
+
,*$1
6
767(,1(55'/2&.325767
'5$8'(15'57&+$/.+,//'5&2817</,1(5'&+(6$3($.('5*$7(6&75('$33/(5'
%/8(,5,6 &7 1
:,/'5<(&7 :+,7(:,
//2:'5
%/8(63 58&('5
&<35 (66/1:+,7(3,1(:<&('$5'5&
2
1,)(567
3
(
3
3
(
5
7
5
(
(
'
5
5867,&:22'/1
7,0%(5:22'&5
$6+*$7(;,1*&+(55<5'6.</,1('56+()),(/'/1 125)2/./1
35,0526 (&5(92167/$9(5*1(67
.(11('<
&7
6+5,9(5&7277$:$670($'2:/1*(25*(:$6+,1*721'5
'$,6<&752&.'5
08(//(5&5:,/621/1$6+721'5
5<$1/1
58(%(167
7+67 '(5%</1&2521$'2/17+67
7+67
7+67
5'67
$11&73/$<$9,67$%/5(1:,&.5'
52:/(<5'*5$1'(3$5.%/)25(679,(::<+$'),(/''5)((1(<'5
3((5/(66'5:$/'(1'5/,1'(1*$7(&5
*(77<6%85*&7 6&277&7,1'(3(1'(1&(&7
:,//2:'5::,//2:'5(
/2&.325767
',//0$167*(1(5$/&7
/$.(9,(:5'
63 5,1*9,(:'5 &+5,67$'5*$7(:$<&5 &,11$021&5:+((/(55'5,'*(5'9$1'<.(5'5,'*(5'5,'*(5'-2+16215'
-2+16215'%22.5'*(1(5$7,21'5
$32//2'5
/(6.,/1
+(5,7$*(0($
'
2
:6'5&25(236,6&79$//(<9,(:&7%5$')25'&75,9,(5$'5*2/'(1 ($*/('5
($*/(&+$6('5
3$575,'*('535$,5,(*529('55('&/2 9(5/1%/8(,5,6&76
(,'(5'5
0,//67
5'67
-26(3+$9
&+$/.+,//&7
&+,01(<52&.&7/,1'(1*$7(
&7
6.</,1(&7 6
%$;7(5'5
:+,63(5,1*:22'6 &5 1'67635,1*9,(:
&7
%(77</1
9LNLQJ%/$1'<&7 .$5(1'50(/2'</1527+5'9$1'<.(5'7+67
7+67
67$*6/($375
`_
`_
`_
`_
`_
`_
`_
`_
`_
`_
Z[
Z[
Z[
Z[
Z[
]^
,0?923?3XEOLF:RUNV'HSDUWPHQW?6WUHHWV?5HVXUIDFLQJ??$JHG5DQNHG6WUHHWV*,6'HSDUWPHQW
-DQXDU\WK
$JHG5DQNHG6WUHHWV:LQWHU
9LOODJHRI3ODLQILHOG,OOLQRLV
0LOHV
LQFK IHHW
5DLOURDG
:DWHU)HDWXUHV3DUFHOV
6XEGLYLVLRQ
9LOODJH%RXQGDU\
/HJHQG
$JHG5DQNLQJV
37