===== PDF PAGE 10 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: 0 .Dr Purchase One 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois COMMITTEE AGENDA DATE: March 7, 2019 COUNCIL AGENDA DATE: March 18, 2019 STAFF REVIEW: Robert E. Flatter, P.E. , Director of Public Works SIGNATUR~ APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE _________ _ ITEM SUMMARY: Within the Capital Equipment Replacement Fund (043439-4804), for FY 2019, the Public Works Department has planned and budgeted $25,000.00 for the replacement of a 2001 Bobcat® SC60 Stump Grinder specifically equipped to be utilized with the City's 2007 Bobcat® A300 Skid-Steer (it is an attachment for the Bobcat® Skid- Steer). Staff desires to purchase a 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois, for $21,699.00. The Vermeer® SC362 is a stand-alone, independently operated, machine (see attached). For 2019, Vermeer® Midwest holds a joint purchasing contract under the Sourcewell Cooperative Purchasing Program (formerly the National Joint Powers Alliance (NJPA) Program). The City of West Chicago is a member of Sourcewell/NJPA. Sourcewell is a municipal national contracting agency that provides nationally leveraged and competitively solicited purchasing contracts under the guidance of the Uniform Municipal Contracting law for use by education, government, and non-profits. Vermeer® Midwest, located at 2801 Beverly Drive, Aurora, Illinois, is the City's local authorized Vermeer® dealer. Being a local dealer, staff has experienced excellent service for repairs, parts, and training. The existing 2001 Bobcat® SC60 Stump Grinder will be retained as backup piece of equipment but removed from the City's replacement schedule. ACTIONS PROPOSED: That the West Chicago City Council authorize the purchase of one 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois, for a cost not to exceed $21,699.00. COMMITTEE RECOMMENDATION: ===== PDF PAGE 11 ===== [Extraction: embedded PDF text] OPERATOR PRESENCE SYSTEM. Control YELLOW JACKErM CUTTER SYSTEM. The AUTOSWEEPl!!J CONTROL SYSTEM. Optional. handles for boom swing, boom raise/lower and Vermeer-exclusive Yellow Jacket cutter system The AutoSweep system monitors engine speed and machine propel are equipped with an operator is designed to provide faster, easier serviceability, automatically adjusts cutter wheel sweep rate, and presence feature. This user-friendly operator as well as extended pocket and tooth life. is designed to reduce engine, drivetrain and presence system is intended to enhance structural stress. operator safety. 2-SPEED GROUND DRIVE. The operator may POWERFUL STUMP REMOVAL. A 35 hp CONVENIENT BELT SERVICING. Belts on the choose to operate in a high-range ground speed (26 kW) Vanguard engine offers low vibration, low SC362 are serviceable from one side of the machine setting of 67 - 133 fpm (20.4 - 40.5 m/min) to quickly emissions, smooth easy starting, extended starter life with cutter drive belts being adjustable with movable move the machine or choose a slower speed when and an instant return to maximum power. Also offers idlers. Additionally, each belt set may be adjusted near the stump by utilizing a low-range setting of a limited 3-year warranty from Vanguard. independently, without affecting adjustment of O- 66 fpm (0 - 20.1 m/min). other belts. Vermeer· Jl .t:. C ~ - VERMEER.COM y EQUIPPED TO DO MORE: ===== PDF PAGE 12 ===== [Extraction: OCR (rendered-page OCR)] $C362 STUMP CUTTER GENERAL CUTTER WHEEL Length: 110" (279.4 cm) Cutter wheel diameter (without teeth): 17" (43.2 cm) Width (with duals): 49.8" (126.5 cm) . Cutter wheel thickness: .5" (12.7 mm) Width (without duals): 35" (88.9 cm) Tooth style: Yellow Jacket Cutter System Height: 53" (134.6 cm) Number of teeth: 16 Weight: 1320 Ib (598.7 kg) Chip containment: 7.7 cu ft (.2 m’) Type: Rubber tire self-propelled Flow control system: AutoSweep® or 2-speed ground drive Ground speed: 66 fpm (20.1 m/min) to 133 fpm (40.5 m/min) CAPACITIES/ELECTRICAL ENGINE Fuel tank: 6 gal (22.7 L) Make/Model: Briggs & Stratton Vanguard Hydraulic tank: 4 gal (15.1 L) Gross horsepower: 35 hp (26 kW) Pump flow at max rpm: 3.7 gpm (14 L/min) Max torque: 53 ft-lb (71.9 Nm) Electrical system: 12 V Number of cylinders: 2 Fuel type: Gasoline OPTIONS Cooling medium: Air AutoSweep control system Two hydraulically controlled steering wheels with pivoting axle CUTTING DIMENSIONS Extended warranty Cutter wheel straight line dimension: 47" (119.4 cm) Special paint Cutter wheel cut above ground: 24" (61 cm) Planned maintenance Cutter wheel cut below ground: 15" (38.1 cm) Vermeer Confidence Plus® asset protection program NOTES: Vermeer Corporation reserves the right o make changes in engineering, design and specifications, add improvements; or discontinue manufacturing at any time without notice or obligation, Equipment shown {s for illustrative purposes only and may display optional accessories or components, Please contact your local Vermeer dealer for more information on machine specifications. Vermeer, the Vermecr logo, Equipped to Do More, Vermeer Confidence Plus, Yellow Jacket and AutoSweep are trademarks ol Vermeer Manufacturing Company in the U.S, and/or other countries, Briggs & Stratton and Vanguard are registered trademarks of Briggs & Stratton Corporation. © 2016 Vermeer Corporation. All Rights Reserved. Printed in the U.S.A. Please recycle. DO MORE cs 06,16/1,5k PN 180007895. ===== PDF PAGE 13 ===== [Extraction: embedded PDF text] John M. Yancey DDS Family Dentistry 1033 S. Oak Street - Northeast Corner of Dale Ave. and S. Oak St. Private carriage walk to be removed and area restored with top soil and sod as part of the 2019 Roadway Rehabilitation Project. 1 ===== PDF PAGE 14 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry | 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. as wl | Private carriage walk used only ae & Dr. Yancey’s family dental practice. ===== PDF PAGE 15 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. ———- i Lf Depressed curb for driveway not required. j —— er oO pee ===== PDF PAGE 16 ===== [Extraction: embedded PDF text] John M. Yancey DDS Family Dentistry 1033 S. Oak Street - Northeast Corner of Dale Ave. and S. Oak St. Majority of private carriage walk is uneven & unsafe and needs to be removed due to: 1. Top of walk having settled 1- to 2-inches below the elevation of back of curb (lateral trip hazards) 2. Uneven sidewalk squares (longitudinal trip hazards) 3. Replacement of walk due to depressed curb (see next sheet) 4 ===== PDF PAGE 17 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. Depressed curb to be replaced with full-head curb ===== PDF PAGE 18 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. Oe — —_ tees: —= =—= = = ADA ramp will be removed and replaced with side curbs to meet current ADA standards Keep at least one square of carriage walk tied in with existing stairs. ey 753 ft eye alt 762 ft ===== PDF PAGE 19 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. Sidewalk Removal and Topsoil / Sod Restoration: Sidewalk Removal and Replace: Removal: $1.50/SF, Cost: $369.00 Removal: $1.50/SF, Cost: $369.00 Topsoil and Sod: $1.80/SF, Cost: $442.80 Install with new subbase: $8.50/SF, Cost: $2,091.00 Total: $811.80 (approximate) Total: $2,460.00 (approximate) b. he a ae a SS FIILDILALALAL LEAL AAAS LADS EIA DDD AAD DADDAR £ Ge we 123’ X 2.0’ (246 SF) (ie _ i C4 ok i iy 4 ===== PDF PAGE 20 ===== [Extraction: embedded PDF text] Ol • l0-202·020 Ol·l0-202-018 Ol • l0-202-017 ~ \. _/ «i - -- - -- ------ in -- - - 2 Ol • l0·203·020 ~ " Ol·J0-203-011 Ol-30-203-010 I ot-30-202-01& ot-J0-202-015 ot-30-202-014 ot-30-202-013 01-30-202-012 01-30-202-011 0 0 I I 0 I \ I / __PR~ __/ __ ~ ----PR_RO_W_ ----~~---------- ----~~ _____ _ ~ ----8 1 1 1 1 I ~~i--~-.::1- ~l1~-~- ti~~-~-~- -~--~-~~-~=J~~l~~~-~--~-~---~3•6~~-~-~--a-_- ~_=_=~~~Wllitllim~lli~ilimlliwlli~rlli~t~lg@~n~:@~Milit~lli~!~~llih~f:~ilikllif~t~w~tr~;illit~~r~.~~-~~~~\-~-~~-~~---J=_=~~~:~-m· ~~--m·m-~--~-mm~~-d-=_=-F~-q--~-~--~--~--~-~--~';Zlf---lf::Z:::::::%:::Z~~:::::.:.;:;:;::::;:;:;:;:;:~! ~~~~~~~--r....~~--:::-:-.{..-~;;......."""""'.""ir-~....----~~-::;::--~~-=::....:;;J-n-m~;_.:=~~:o::-~--_;:_........'----~~~~--=:--~.....!....~__.:_~~~----~::::'.::--~----,,........,...~~~----j c .-Olll!o--"'!lli-.:~ · --------11 :;; : 1: --·-----·-- ¢ 1 t-- - 0 0 ot-30-20J-008 Ol-30-203-00T ot-30-203-00& Ol-30·203·005 ot-30-203-00.11 Ol-30-203-003 01-30-203-002 ~-.J ot-30-202-010 ot-30-202-009 0 g PR ROW\ 0 LEGEND d -\- Im EX. PAVEMENT PREVIOUSLY llof'ROVEO BY IOOT «i ----·-pc::=:~= Ol -l0-200·002 Im PR. HUA RESURFACING AREA PR. HUA WIDENING PR. PARKWAY RESTORATION, SPECIAL EJ Ol • l0·200·006 10 lO 40 HORIZONTAL SCALE IN FEET DRAWINO NO. REVISIONS CITY OF WEST CHICAGO 11\oJNlli onglru!oring group, lieDRAWN BY • • •QJl\I. • UATE .. . .. . .......... ....N_a.-+-_a_.. _rE-+-----D-ES_c_R_•P_.,_•a_N___...... 475 MAIN STREET 55 w. 22nd street ELM ROAD suite 300 CHICAGO, WEST ROADWAY PLAN IL 60185 th~s. lombard, PHONE: 630-293-2255 ii 60148 REHABILITATION PROJECT e QJ1 t neer1 n g ....Q. r...Q....Y.R . phone: 855-533-1700CHECKED BY • • 51iHYic• I I th l hlgh11I gr1d11 • FAX: 630-293-2971 _aF_ ic:cv.. SCALE •• • .1.''.~.~o·. •, •. ---11-----+------------tl I ===== PDF PAGE 21 ===== [Extraction: embedded PDF text] WASHINGTON STREET WASHINGTON STREET EX. ROW tt EX. ROW EX. ROW tt EX. ROW I II I I II I 33' 33' 33' 33' I WOR ZONE 12" VARIES 25'-36' 12' 36' ----K S s SI ·1...----,- 1__ -------~I=========~f ,-- PROPOSED STAGE 3 TYPICAL SECTION PROPOSED STAGE 3 TYPICAL SECTION STA. 134+II TO STA. 134+50 STA. 134+50 TO STA. 145+40 WASHINGTON STREET WASHINGTON STREET EX. ,ROW ~ EX. ROW EX. ROW tt EX. ROW I I II I 33' I WORK33'ZONE 33' I I: .,,::," ! I VARIES 15'-24' I 12· I ~ j ;_ I I - " i_ ~.,,,,~~=--~~ PROPOSED STAGE 4 TYPICAL SECTION PROPOSED STAGE 4 TYPICAL SECTION STA. 134+11 TO STA. 134+50 STA. 134+50 TO STA. 145+40 LEGEND DIRECTION OF TRAFFIC TYPE II BARRICADES OR DRUMS @ 50' CENTERS UNLESS OTHERWISE SHOWN USER NAME = DonN DESIGNED SECTION - REVISED - MAINTENANCE OF TRAFFIC TYPICAL SECTIONS F.A.U.RTE. DRAWN REVISED STATE OF ILLINOIS 1397 16-00079-00-PV DUPAGE 44 19 - ' I in. PLOT SCALE 10.0000 WASHINGTON STREET =th@maS0 DEPARTMENT OF TRANSPORTATION CHECKED - REVISED CONTRACT NO. 61F62 'Ule In e e n _g_r_Q_!!.J! fl g - ~ 2/14/20lq ii l PLOT DATE 5. rY I ~a , h II h lg h. 1 1 gr• d a DATE REVISED SCALE1 N. T.5. SHEET 2 OF 4 SHEETS 5 TA. TO STA. ILLINOIS rlo • .&ID PROJECT - ===== PDF PAGE 22 ===== [Extraction: embedded PDF text] SIGN LEGEND FOR DETOUR PLAN - STAGE 1 HAWTHORNE LN w > ....J 0 I- TO a:: l/) co [~) (~ ) z I- a:: THRU TRAFF IC Of? 3:: w 0 0 z I- ....J I- 0 ....J , w Q)sT z ~ FORES T AVE FABYAN PKWY 4 ST ® LEGEND FQR ARROWS ~ fi ~ AHEAD RIGHT = AR R LEFT = LT R~ AHEAD LEFT = AL RLQ:J l-=.J ~ @sT ~T STRAIGHT = ST R~ RIGHT= RT Rl__i_J NOTES: CARYS I. DURING STACE I, EASTBOUND WASHINGTON STREET IS CLOSED. MILL RD 2. SIGN NUMBERS 7 ANO B SHALL BE ERECTED AT LEAST 10 DAYS PRIOR TO THE CLOSURE OF THE ROAD AND SHALL BE REMOVED WHEN THE DETOUR ROUTE IS IN OPERATION. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR TRAFFIC CONTROL AND PROTECTION FOR TEMPORARY DETOUR. 1---- , ,--- 1 3. SEE MAINTENANCE OF TRAFFIC PLAN SHEETS FOR THE APPROPRIATE STACE I WEIGHT I I I FOR TEMPORARY TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, AND SIGNING I LIMIT I I ~';;"u"~: I ON WASHINGTON STREET !I.E. WITHIN THE WORK ZONE> ANO ITS SIDE STREETS. I s l I ROUTE I I TONS j I I 4. SEE DISTRICT I DETAILS AND !DOT STATEWIDE STANDARDS FOR ADDITIONAL j _ _ _ _ _J L ___ J INFORMATION ON SIGN PLACEMENT ANO SPACING ITC·21l. ~<><2> [ID (>CU [fl CxU USER NAME = DcnN DESIGNED - REVISED MAINTENANCE OF TRAFFIC DETOUR PLAN SHEET F.A.U.RTE. SECTION COUNTY SHEETS101Al SH!:E1NO. DRAWN REVISED - STATE OF ILLINOIS STAGE 1- EASTBOUND 1397 16-00079-00-PV DUPAGE 44 20 PLOT SCALE • 21110111.11111100 • I 111, CHECKED REVISED s0th@.ma WASHINGTON STREET - DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62 'l.Q r I rie in e e r....Q..!!J! _g_ g • 2/l4/201CJ PLOT DATE REVISED s e hi n he 5 I 11 rad~ DATE rv I c; 11 a I Lhe SCALE: N. T.S. SHEET OF SHEETS STA. TO STA. '1.llHOl.5 FED. AID PROJECT ===== PDF PAGE 23 ===== [Extraction: embedded PDF text] SIGN LEGEND FOR DETOUR PLAN - STAGE 2 HAWTHORNE LN w ><( WEST Washington 0::: Street 0ro CLOSED Washington 0:<( JAMES AVE Claro St TO Washington Street WILL BE Arbor Ave Street STAGES 1-4 CLOSED STARTING: DAY WESTBOUND DETOUR Washington MONTH Street 1-z 0 0 0::: 0 © 0::: w~ Vl LL Vl w 0::: ~ ROAD CLOSED MOUNTED ON TYPE 111 BARRICADE 0 © l!l 0 GENEVA ST 1- 0::: Vl z 1- ~ w 0 I- ....J 0 , r;JJST FABYAN PKWY l!l MESSAGE BOARD 0 NOTES: GARYS I. DURING STAGE 2, WESTBOUND WASHINGTON STREET IS CLOSED. MILL RD 2. SIGN NUMBER G SHALL BE ERECTED AT LEAST 10 DAYS PRIOR TO THE CLOSURE OF THE ROAD AND SHALL BE REMOVED WHEN THE DETOUR ROUTE IS IN OPERATION. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT EX SIGN TO BE COVERED - STAGE 2 PRICE FOR TRAFFIC CONTROL AND PROTECTION FOR TEMPORARY DETOUR. 1----1 3. SEE MAINTENANCE OF TRAFFIC PLAN SHEETS FOR THE APPROPRIATE STAGE I WEIGHT I FOR TEMPORARY TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, AND SIGNING I LIMIT I ON WASHINGTON STREET 11.E. WITHIN THE WORK ZONE> AND ITS SIDE STREETS. I s I I TONS I 4. SEE DISTRICT I DETAILS AND IDOT STATEWIDE STANDARDS FOR ADDITIONAL , ____ _J INFORMATION ON SIGN PLACEMENT AND SPACING. l!l lx2l IQ] lx2l (i) USER NAME = DonN DESIGNED - REVISED - MAINTENANCE OF TRAFFIC DETOUR PLAN SHEET F.A.U.R-TE. SECTION COUNTY SHEETSTOTAL SHEETNO. DRAWN REVISED STATE OF ILLINOIS STAGES 1-4 WESTBOUND 1397 16-00079-00-PV DUPAGE 44 21 -th@maSe PLOT SCALE • 211lli'J121.11ll30111 • I u·.. REVISED CHECKED WASHINGTON STREET DEPARTMENT OF TRANSPORTATION - CONTRACT NO. GIFG2 Ie n e e r I n g _!l'JU!J! J!.9 - :I 2/l4/20lq DATE OF SHEETS REVISED SCALE' N. T.S. SHEET DATE •• • •1 111: • .. . \ 111 l'llllt"U 9 " • ' • PLOT STA. TO STA. h.. LltilOIS no.. t.TO fl'J10.£Cl - ===== PDF PAGE 24 ===== [Extraction: embedded PDF text] N PROJECT BEGINS, BEGIN OMISSION STA. IOl+SB END OMISSION --------------- STA. 126+84 I ------------ ,_J 8 --- --- --- --- --- --- - -- --- ------ --- --- --- --- --- --- --- -.-~-----,.--r-7""~~---,.--~-r--r~----;.--~..,.-r~--:.--~-,.--r--,.--:..--.,...-.-,,--,-.....,.........,,...-.,......_.,.... __ _..,_......____--- I.{')0 + en f"'---T---T'-7':.:....,,L-:.,L.-T---r-7'~"-.,£...~-r-r~"-.,L-~....,.L--7'!'.--,L,..,L-...,L....,.L--,'!'.--,L-.,L-...,L_,L.:_,.!'.:..__,L:_.,L....,L_,L.:_,.~L-.,L....,L....,LI N \ INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND R3-2-3030~ MAIN STREET, AS DIRECTED BY THE ENGINEER. c DIRECTIONAL OF TRAVEL ::a 0 5. STAGE IB SHALL BE STAGED TO ACCOMMODATE NORMAL BUSINESS ::a DELIVERIES. STAGE !A SHALL BE COMPLETED PRIOR TO COMMENCEMENT )> OF STAGE IB ACTIVITIES. ROAD CLOSED V1 I --l ROAD TO THRU TRAFFIC ::a('Tl CLOSED ('Tl \ R!l-4 --l * LOCAL TRAFFIC ONLY 0 ' _____, q 0 1.11 ~~----- + -- 1.11 rri -<( * ___1_135+00 ----- I/I <==1 I- WASHINGTQ_N STREET w.J ----- iJ.34 z _J - :J:u I- <( :::!' (\ -....J ~ $; f.....Q I yl ~~ <" Q;' ' "'{: ::::/ / ;:;~ 0 10 20 ~o ~Q;- I I <' cJ HORIZONTAL SCALE IN FEET I F.A.U. REVISED USER NAME : OonN DESIGNED SECTION - RTE. MAINTENANCE OF TRAFFIC DRAWN STATE OF ILLINOIS 1397 16-00079-00-PV OUPAGE 44 22 REVISED -th@.mCS~ STAGE 1A AND STAGE 18 PLOT SCALE = 40.0000 • I 1n. CHECKED REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62e!!.B l neerlng..a.r~ •••wl-c• :t i 1ti ., lill lll ill• t.t 9••0a PLOT DATE .. 2/lo4/201q DATE REVISED - SCALE• 1"o20' SHEET OF SHEETS STA. TO STA. ILLrJCO[§ no. ITD P~UCI ===== PDF PAGE 25 ===== [Extraction: embedded PDF text] PROJECT BEGINS, BEGIN OMISSION STA. 101+58 END OMISSION STA. 126+84 0 0 0L(') + O'I 1--,.-----------------------~---------'---------------~N ~ 124 I 125+0_Q_ WASHINGTON STREET ! 126 -~-->--- .t..127____ _ 129 < -----l:n ~ w z '-t::--..-----------------------~----------------------, -_J ROAD CLOSED TO THRU TRAFFIC & ---------- t-w ROAD CLOSED Rll-4 w TO 0:: f- THRU TRAFFIC NOTES: l/) Rll-4 1. SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. SHALL BE PLACED AS DIRECTED RADII, AND 20' C-C JN TAPERS> BY THE ENGINEER. TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT 4. THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR SIGNAGE INCLUDING, BUT NOT LIMITED TYPE Ill BARRICADES AND SIGNS TYPE Ill BARRICADE WITH TWO 12) FLASHING LIGHTS M-4 , R-11 IROAD CLOSED>, R-6 IONE-WAYl WILL BE REQUIRED R3-2-3030~ ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND OJRECTIDNAL OF TRAVEL MAIN STREET. AS DIRECTED BY THE ENGINEER. I ROAD I 0 CLOSED *LOCAL TRAFFIC ONLY 0 0 R-11-2436 0 I/)0 0L(') + L(')+ O'I N * !<) * <:=J f?_ ' l J}..5+00 ----- - 1 w L-r--...--------------------'-------------------------------~ z_J :I u I- <( ::? 1- w w a:: Ft----------- W21-1115-3618 I- L/) R2-1-2430 <( WORK ZONE NOTES: a:: <( I. SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. R2-6bP-2418 u_J 0 DRUM CAT 50' C-C CTYP), 25' C-C JN CURVES AND ' RAD!l, AND 20' C-C IN TAPERS> 2. ALL PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION I SHALL BE TAPE. TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT 3. DRIVEWAY ENTRANCE SIGNS CTC-26) SHALL BE PLACED AS DIRECTED BY THE ENGINEER. ENTRANCES TO HAVE ACCESS AT ALL TIMES. I TYPE III BARRICADE WITH TWO <2> FLASHING LIGHTS 4. THE TRAFFIC CONTROL AND PROTECTJON SHOWN ON THE PLANS IS THE MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR DIRECTIONAL OF TRAVEL SJGNAGE INCLUDING, BUT NOT LIMITED TYPE 111 BARRICADES AND SIGNS M-4 !DETOUR>, R-11 , R-6 CONE-WAY> WILL BE REQUIRED \ ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM l>c INTERSECTJON CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND g; I TEMPORARY ACCESS ;:o W21-1115-3618 I MAIN STREET, AS DIRECTED BY THE ENGINEER. 0 ;:o \ l> (/\ -l ;:o rn \ rn ~ *LOCAL TRAFF JC ONLY -l - ~ '~ I ~ \~ --- ' ··. ~. 10I I 20I 40'i' 1 I ~ HORIZONTAL SCALE IN FEET ;:, TOTAL SHEE1 USER NAME : OonN REVISED DESIGNED SECTION COUNTY SHEElS NO. MAINTENANCE OF TRAFFIC DRAWN REVISED -« STATE OF ILLINOIS 16-00079-00-PV 44 24 DUPAGEz~ STAGE 3 ~asf> 1 PLOT SCALE 40.lillillillil "I i"° CHECKED REVISED -w DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62~ e l n r-9..!!J! DJl In _g_ g e er;;: SCALE: 1",20' SHEET SHEETS OF STA. TO STA. PLOT DATE • 2/\4/20lq REVISED - 511r~Ic11 DATE ILLIMOIS F'ED. AID PROJECT al th 11 h I I grade g ha~ ===== PDF PAGE 27 ===== [Extraction: embedded PDF text] Rl-1-3030 R3-2-30308 ------L'--- . , -----~~---" < < ~ I- ,<--~-,,<.-<--/-_,/ ----"-+"'-7~+ ~ w w z z ~ ~ - 3r---;r--;r'-?"-;;""°:;r---;r--;r"7"-;;~r--~-;l'~"-;;>"-'-;r--7f:~~=:;z::i!?""'7'f::;z::;:.~Z=i~-;T'-?"-;;~r--i;:e=;ZJ~"-;;,L-;-T--~-'7"~~rCt:;:oe:~'37"~~rL,z=~=Z:::;z==:.~~~-r:.,~,£-_~~Jt~~~'7"---~~~.L-;~:C:=T~T7.L.-;it:Z::vL-r~L.-:.,L-,,,L---,,t-~~L-;.,L-,,,L---,,t-~~L..,,_.,L-,.Ll :C I- u < I- ~ ~ L SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. *LOCAL TRAFFIC ONLY 2. ALL PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION Rl-I-3030 WORK ZONE SHALL BE TAPE. 3. DRIVEWAY ENTRANCE SIGNS ITC-26> SHALL BE PLACED AS DIRECTED DRUM IAT 50' C-C ITYP), 25' C-C IN CURVES AND BY THE ENGINEER. 0 R3-2-3030~ RADII, AND 20' C-C IN TAPERS> 4. THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT MINIMUM REOUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR SIGNAGE INCLUDING, BUT NOT LIMITED TYPE Ill BARRICADES AND SIGNS r M-4 IDETOURl, R-11 WILL BE REOUJRED TYPE III BARRICADE WITH TWO <2> FLASHING LIGHTS ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM j INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND MAIN STREET, AS DIRECTED BY THE ENGINEER. I I W21-1115-3618 = ~ DIRECTIONAL OF TRAVEL 5. MAIN STREET CLOSURE SHALL BE LIMITED TO 5 WORKING DAYS. PROJECT ENDS STA. \45+40 TEMPORARY ACCESS 1-,_ Rl-I-3030 D zw ow R~30 ~a:: !/ w,_ W2I-ll15-3618 I I *LOCAL = ~Vl 730 ~, [) 0 ~:z212 1 z; ~ R-11-2436 R2-l-2430 R2-6bP-241B ' \ '§' \ R3-2-3030 INSTALL ON MAIN STREET I BLOCK ..-\ ~ SOUTH OF WASHINGTON STREET ROAD CLOSED ~ INTERSECTION \~'~ TO ~ SEE NOTE 5 TRAFFIC ROAD ~ \~~ 1J \\~ ~ Rll-4 CLOSED 0 10 20 40. THRU 1~~~ PR. TEMPORARY ~ R-11-2436 .I CONCRETE BARRIER 00 ~~ L.l ~ foif_ ~..-\ HORIZONTAL SCALE IN FEETtN~ F.A.U. USER NAME = DonN SHEET REVISED DESIGNED SECTION - IHE. NO. COUNTY SHEETS101AL OF TRAFFIC REVISED DRAWN STATE OF ILLINOIS MAINTENANCE 1397 16-00079-00-PV 44 23 DUPAGE - ~as STAGE 3 s. "113..D.2:09 ' I Ln. REVISED Pc.O! 'SC.A.I..£ CHECKED OF TRANSPORTATION - DEPARTMENT CONTRACT NO. 61F62 .Jll..9..ll.JlIw~ te!!Jli!leerlng .,., .. h .• • I 1111 • lol goa••I O••I• PLOT DATE = 2/\4/201q DATE REVISED - SCALE: 1">20' SHEET OF SHEETS STA. TO STA. IUlNOlS FtQ, AIO P.HOJEtl ===== PDF PAGE 28 ===== [Extraction: OCR (rendered-page OCR)] FILE NAME = 26 sht-MOT Stage 4.0l.dgn PROJECT BEGINS, STA, 126+84 * ocaL TRAFFIC ONLY > 1124 1.125+00 WASHINGTON STREET 1126 14’ 14’ | , — 129 LEGEND WORK ZONE DRUM (AT 50’ C-C (TYP), 25’ C-C IN CURVES AND RADII, AND 20’ C-C IN TAPERS) 2. TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT TYPE IJ] BARRICADE WITH TWO (2) FLASHING LIGHTS DIRECTIONAL OF TRAVEL TEMPORARY ACCESS NOTES: SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. ALL PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE TAPE. DRIVEWAY ENTRANCE SIGNS (TC-26) SHALL BE PLACED AS DIRECTED BY THE ENGINEER, THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR SIGNAGE INCLUDING, BUT NOT LIMITED TYPE III BARRICADES AND SIGNS M-4 (DETOUR), R-11 (ROAD CLOSED), R-6 (ONE-WAY) WILL BE REQUIRED ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND MAIN STREET, AS DIRECTED BY THE ENGINEER. rs ag ia ae 131 —S" Se ! R1-1-3030 | W21-1115-3618 SPEED LIMIT 25 (G55) k2-ebp-2aia R2-1-2430 | 1) ae Laas vuouny ZS CLARA STREET * LocaL TRAFFIC ONLY ——_ eT eee — q q Gi 5 > wksHINGTON STREET 1 Sho O O © = ~ NY 9 10 2 R2-1-2430 NS Ors ™ = HORIZONTAL SCALE IN FEET ri (ESE) Fe-cor-2a18 ed / hc =e . USER NAME = DonN DESIGNED ~- REVISED ~ Cis, DRAWN = evIseD~ STATE OF ILLINOIS PLOT SCALE = 49.0000 ‘7 in. CHECKED - REVISED = DEPARTMENT OF TRANSPORTATION eo See ee PLOT DATE = 2/4/2019 DATE a REVISED _- | MATCH LINE STA, 129+50.00 R6-1R-3612 | xa CLAIR LLLLLL, LXKO Pr R6-1L-3612 FAA. TOTAL | SHEET MAINTENANCE OF TRAFFIC ATE. Sec LeN COUNTY _ |sHEETS| "NO. STAGE 4 1397 16-00079-00-PV oupace | 44 | 24 CONTRACT NO. 6IF62 SCALE: 120° SHEET OF SHEETS] STA. TO STA. uLINOiS| FED, ald PROJECT ===== PDF PAGE 29 ===== [Extraction: embedded PDF text] I~ 0 EX. ROW 0 0 0 0 0 Ln+ · Ln+ Ln I") ' -.. SHALL BE PLACED AS DIRECTED BY THE ENGINEER. THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE DRUM IAT 50' C-C ITYPl, 25' C-C IN CURVES AND 4. INSTALL ON FREMONT 0 MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR RADII, AND 20' C-C IN TAPERS> STREET 1 BLOCK NORTH SJGNAGE INCLUDING, BUT NOT LIMITED TYPE BARRICADES AND SIGNS Ill OF WASHINGTON STREET IDETOURl, R-11 !ROAD CLOSED>, R-6 IDNE-WAYl WILL BE REQUIRED TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT M-4 INTERSECTION ON SIDE STREETS TD DETOUR LOCAL TRAFFIC DURING SHORT-TERM r INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND TYPE Ill BARRICADE WITH TWO 12> FLASHING LIGHTS MAIN STREET, AS DIRECTED BY THE ENGINEER. ROAD PROJECT ENOS j 5. FREMONT STREET CLOSURE SHALL BE LIMITED TO 5 WORKING DAYS. CLOSED STA. \45+40 DIRECTIONAL OF TRAVEL R-11-2436 c=> ROAD TEMPORARY ACCESS CLOSED D R-11-2436 :r: u TEMPORARY CONCRETE Rl-1-3030 I- ~ ~ROW Rl-l-3030 \ Rl-l-3030 R6-1L-3612 R3-2-3030~ .-.\ Rl-1-3030 \ c. \ \~ R~3D~'~ Ri5>f° ~ ~~~ i ':P ~~ \ R3-2-3030 R3-2-3030. \~\'"' 0 ID 20 40! z \ '6 D~' ~.-.\~ HORIZONTAL SCALE IN FEET:;; \ F.A.U. lOfAt SHITT USER NAME DonN = - DESIGNED - REVISED SECTION COUNTY RTE. NO. SHEETS MAINTENANCE OF TRAFFIC REVISED - DRAWN STATE OF ILLINOIS 1397 16-00079-00-PV 44 25 DUPAGE~ STAGE 4 h~as~ • I ,,.,, SCALE • "10.0000 PLOT REVISED -w CHECKED DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62 (Lll In~ u u e r l n g _g_r_Q_!!J!;;: OF SHEETS PLOT DATE • 2/14/2,!llq SCALE: 1"~20' SHEET STA. TO STA. REVISED - 11.,t.l.NDl'S f[D. ~1D PROJECT DATE • •l •lc• • I th• hlthiu, o.r. cu