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Ordinance 1997-09 . r . ORDINANCE NO. 17 6 REGULATING PARKING ON ILLINOIS ROUTE 47 (BRIDGE STREET)AND WALNUT STREET BE IT ORDAINED by the city of Yorkville of Kendall County, Illinois. That in order to provide the health, safety, and welfare of its citizens, parking will be prohibited on both sides of Illinois Route 47 (Bridge Street), for a distance of 200' both north and south of Walnut Street, and on both sides of Walnut Street from Illinois Route 47 (Bridge Street to 150 feet east). Any person, firm, or corporation violating the provisions of this ordinance shall be fined not less than $ 25 00 nor more than $ 10000 for each offense. The city of Yorkville will enact further ordinances requiring parking restrictions at locations immediately adjacent to the improvement, as may be determined to be necessary by the STATE from results of traffic capacity studies when construction on the above described STATE section has been completed and the affected highway resumes normal operations. All ordinances or parts of ordinances i nflict herewith ar hered repealed. Passed and adopted by the Yorkville City Council this % day of Ayes Nayes ,Absent APPROVED: Robert A. Johnson or `�//O19 - Date ATTEST: Date SEAL 11 is Department of Transpportln Division of Highways/ District 3 700 East Norris Drive/Ottawa, Illinois/61350-0697 Telephone 815/434-6131 February 27, 1997 The Honorable Robert A. Johnson Mayor of Yorkville 111 West Fox Street- Suite 3 Yorkville, IL 60560 Letter of Understanding Illinois Route 47 (FAP 326) State Section (13C)I Kendall County (Bridge & Walnut Street Intersection in Yorkville) Dear Mayor Johnson: The Illinois Department of Transportation, District 3 office, is preparing plans for the improvement of the Illinois Route 47 (Bridge Street) and Walnut Street intersection in Yorkville. Attached for the city's review is an intersection design study plan sheet illustrating the proposed geometric modifications to the intersection. Bristol Avenue will be permanently closed to traffic at its intersection with Walnut Street and Illinois Route 47. Existing Bristol Avenue pavement will be removed at its intersection with Walnut Street. A 14 meter (46') diameter cul-de-sac will be constructed and excess areas affected will be landscaped. The state will assume 100 percent cost of the project. Closure of Bristol Avenue will result in a three legged intersection. Improvements to Illinois Route 47 will begin at Landmark Drive and extend southerly approximately 338 meters (1,100') to a point 118 meters (387') south of Walnut Street. The existing 7.3 meter (24') pavement width of Route 47 will be widened to a variable 7.3 meter to 11.6 meter (24' to 38') width so to accommodate the adding of a 3.6 meter (12') wide left turn lane on the north leg of the Route 47 and Walnut Street intersection. Two 3.6 meter (12') through lanes will be retained. A combination 1.8 meter (6') wide shoulder will be added, being 1.2 meter (4') bituminous and 0.6 meter (2') aggregate. Approximately 38 millimeters (1 1/2") of existing Route 47 pavement surface will be removed prior to applying 57 millimeters (2 1/4") of new asphalt, except at some areas where the thickness will vary for crown correction purposes. Improvements to Walnut Street will extend 39.5 meters (130') east of the centerline of Illinois Route 47. Walnut Street will be widened to provide a greater turning radii and make adjustments to accommodate the geometrics of a three legged intersection. The same milling and resurfacing operations on • Th notable Robert A. Johnson Fe 27, 1997 Page Route 47 will extended on Walnut Street to 39.5 meters (130') east of the centerline of the state highway. Bituminous shoulders, being 1.2 meters (4') wide will also be constructed to this same east terminus on Walnut Street. The city of Yorkville retains its jurisdiction of Bristol Avenue and Walnut Street at all times. Before the state can proceed with this project, adoption of road closure and parking regulating ordinances are required of the Yorkville City Council. Attached for your review and execution by the City Council is a road closure ordinance authorizing the permanent closure of Bristol Avenue to traffic at its present intersection with Walnut Street. A parking ordinance applicable to portions of Route 47 and Walnut Street is also required to insure proper and safe vehicular movements through the reconstructed intersection. You will note two copies of this letter of understanding with related ordinances are enclosed for your review and execution by the Yorkville City Council. Please affix your original signature in the space provided below on both copies. Retain one copy for your files and return the second copy with the approved ordinances to the [DOT, District 3 office in Ottawa. Upon our receipt of the signed copy, it will be assumed that the city of Yorkville concurs with the terms stated herein. If you have any comments or questions concerning this project, please feel free to contact Mr. Lou Paukovitz of this office. Mr. Paukovitz can be reached at 815-434-8473. Sincerely, James J. Jereb District Engineer Approved: The Honorable Robert A. Jo s n Mayor of Yorkvill Date I� •_ Ch1.S AV Q a LEISURE t ST 1 4F PLEASURE ST UNINC. i 47 LOCATION OF GEORGEANNA ST INTERSECTION -- W IMPROVEMENT i ffI UNIN W LNUT ST y W F > JACKSON ST Z O ¢ O ¢ i q MARTIN VICTORI A APPLE TREE MARTIN w YORKVILLE J Sr Cr f HIGH SCHOOL LA ~ O y Q CITY LL Al OFFICES m w ARIE Cr ul ?ARK ST Y „ cc Q U _ ELMWOOO CEMETERY T-� SOTdONAUK I N ;PR WG � W \ y CENTER � N F Z N S7 x 1- f r ¢ J RO .PARK ¢ tl C J uj W. N IST"j E q Q MAIN J f O 0 Z Z w Z ST ; U Y ¢ p F ~ ¢ O r..-.. RIVER 2 Sr m U 1 1 ; ul AVE v VAN EMMpN ,� /~ i^ c m 2 of 0 In M�oiSUN �' CH 24 EXT S T �� Sr —COURT Ct124 `— 1t^ O < a❑ HOUSE EXT VAN Sr CITY I � HALL �- JF.I E RSON f RIpGf SI v CHI ST I Si EXT��� S Iox 277 $T G� WASI4ING T `a � UN ^� r� N 1 $I O `Of `NCt rn C OR [j NGE Pg•` St Z ��-�JI❑ 5� UOL nil S I /. W DOLP1a ¢ W LOCATION MAP St (31 AINE Q ILLINOIS ROUTE 47 (FAP 326) ST Z 0 0 SECTION ( 130I I a LJF, KENDALL COUNTY st ( INTERSECTION OF RT. 47/WALNUT ST. t� ��^ " "' 32 s3 & BRISTOL AVE . ) C`_—_ -- �- ----1 T 2.44 m 00 0 R 0 A D 00 °o°o° ENDS 0 °o°o° 0 Rll-I100 1.22 m 3630 LOW VOLUME ROAD CLOSURE THE MARKERS AT THE END OF BRISTOL AVE SHALL BE RED AND CONFORM WITH SECTION 3C-4 OR THE MUTCD, WITH HIGH INTENSITY SHEETING RTE. SECTION - f.Ol1NTY SNEETS NO.,_ 1 _-, 326 Cq ALL A.22+086 22+424 111 a!w IB I Z FED. R0A0 D1ST.N0 ILLINOIS FED. AID PROJECT 1 i9 nl rr !� EXIST_R.00w. _ N I 22+373.784 ! o q PR JECT END_ S,' - - - -4.992 + Gp ST A. ;22+424.000 - - \ - - - -1------ - -- -- - --- --- - +. ! E N M 34.>'( +ri - 82.296 m TAPER �-- ---- - ' --- 47 ! _ -- -^.Fa.. M 22 COQ' TLL. 7 (B GE S r. E 1524.003 m R. E r -- 40.234 m TAPER E 00- - - c"� Lo E co E� 1 E 1C.E. \3.8]0 m R. \�,- /--�- =� - - n - `o` ° 22+312.972 o C.E.e'o C.E. o cod-.� \ I 12.652 m (LT) ROPpSED R.O.W I C.E. -- - ! _2+266.417 1 8.912 m (LT)22+424.012 l ! .- ------ -4.4b2 m (LT) _4 � op 1 1 _ 1 i T - T� I 1 111 i H I ! j U 11 ! i ( ! I ! 11 ! v l! I ( I I I ! ( Om 5 10 15 1 ! ! 1 1 ( I I I 250 ALE LEGEND d o . \\6•k0 9•`' \�°y S�•�o,� F771 PRO:'. AGGREGATE SHOULDER, TY. B PRO:'. BITUMINOUS SHOULDER, 220 mm THICK I PR P.C.C. BASE CSE. WIDENING, 225 mm THICK I Y<i 3� \ i ,� '✓////a ON OP OF SUB-BASE GRANULAR MATERIAL TY. A. 100 mm THICK PAVEMENT REMOVAL � PROP. BITUMINOUS SHOULDER, 220 Inm THICK �S�Gh ' '7 m R >/ �' / FOX YALLET ON OP OF SUB-BASE GRANULAR MATERIAL TY. A, 10 mm THICK REMOTVAL SHOPPING NEWS 6+020.972 ' \ PATRJ,CIA STARK REVOCABLE LIVING TRUST j N\� 4.599 m LT. �\..� Y�'. Xi j' F` ti� \\ C/0 �OPLEY PRESS INC. ! I 3X1 / 3 22+220.025 �) ! i� �i �� <� %,SS• 22*189 28i °? C, ii -% ;'1 J, 8.603 m (RTC �q \ / /� '' 5_'=9_' m (P.TI_ Q C, I i FCl \ -7`- EXhT•-R.O W �J �^ PRO_ _J_ECT BEGINS ! i > M.H. M.H. \"� 22 134.888 STA. 22+086.00 - ! 22+234.132 °'0+011.972 '�/ _ +----- o 7 T)1 m (R sy 7.190 m RT.• 6/ y 4.023 m tRT) ! ( ! R. r1 22+116.549 I i 73.152 m TAPER - ! / 3.946 m (RT) ( i 1 v�`o 72° 49' 55-0. 243.840 m R. - ( i 3 kn W.V. 243.840 m R. EXIST. R.O.W. - - R.O.W. \ P OPOSED CURVE OOAT_ in W. N ^' 564 22+189. \ \ 22+175.901 1 _ PI Sta. 22+198.117 � ( 3 5.790 m (LT) \\ 10 4 747 (LT) o = 32° 47' 41 \�1 1 co un -c_ \ R 245.569 m , A-: � 22+226.072 lc 22+204.63_8 ILL. 47= \ L = 10.411 i m �� \ 22_+116.435 \ 10.668 m (LT) �o,!� 0+000 WALNUT ST. \\ �) E 10.411 in � �� _ }S.E. - 0.05 mim \ � 4.506 m (LT) \'- w 22+24L333 1_, r PC Sri. Z^+)25.855 �' _ \ 91 \ 22+i21772 _ \\ �� \\� 10.668 m (LT)\ vh S' \ PT S'a. 22+?66.412 \ c : \ 11NOPOSED S.E. - L.038 m,m 4.673 m (LT) \ \\ J