r.4.U. RIC. 19·OO121•00·RS DuPACE l1 1 FOR INDEX OF SHEETS AND '"'"°'1 CONTRACT NO. 61C25 HIGHWAY STANDARDS STATE OF ILLINOIS SEE SHEET 2 DEPARTMENT OF TRANSPORTATION 03-06-2020 LETTING ITEM 010 PLANS FOR PROPOSED HIGHWAY FEDERALFAU ROUTE AID2569 (PRESIDENT ST) HARRISON AVE TO GENEVA RD RESURFACING, CURB AND SIDEWALK SECTION NO.: 19-00122-00-RS PROJECT NO.: UORQ(005) -N CITY OF WHEATON DUPAGE COUNTY """' JOB NO.: C-91-392-19 o::t' _,co R 10 E 3RD P.M. cc m::::, ,_ ·. -' N == '------�· <::::, ;t CAROL STREAM · - :z:: -:" 7 -� r--;,"'?: ( r►AB:.t.S:OS\D"D (.) PRESIDENT ST ii PROJECT BEGINS DESIGN DESIGNATION: LOCAL 10+40 LOCATION OF SECTION INDICATED TIIUS: - ._. SPEED LIMIT= 30 MPH i TRAFFIC= 9900 ADT (2016) STATE Of IWNOIS 11200 ADT (2040) DEPARTMENT Of TRANSPORTATION
JOI' - 1'"• 1i,o· tacr 2oa 30· -r- ,a- 111· 2cr :z ··········---- Y.I a::a < PASSED (.) PROJECT ENDS 63+22 Y.I LU FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD llfUASIN6 fDR ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT UllllltDam 8ASEO REVIEW ON C1 CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS ��---3..- 2 LU ON REDUCED PlANS, THE ABOVE SCALES MAY BE USED. LU (.) u.. u.. PRINTED BY THE AUTHORITY C J.U.LI.E. JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION OF THE STATE OF ILLINOIS C z 1-800--892-0123 PROFESSIONAL ENGINEER'S CERTIFICATION < OR 811 \ I HERESY CERTIFY THAT THIS SUBMISSION WAS PREPARED ,., ...... , UNDER MV PERSONAL DIRECTION THIS TI:CHNICAL /'� "'· •��.;•••.. Mil TON TOWNSHIP SUBMISSION IS INTENDED TO BE USED ASAN INTEGRAi. / ♦1/� ".,\ PART OF ANO IN CONJUNCTION WITH THE PROJECT [ � 162·""5• r.,\ •,ucw wr,a! � bekr,.. SPECIFICATIONS ANO CONTRACT DOCUMENTS [" ��� • i PROJECT MANAGER: JIM YURATOVAC Call belvrl yo� d· LOCATION MAP DATED THIS 25TH DAY OF NOVEMBER • � \ �-. !!Clift� �,. ! N.T.S. .., ._.f'• , or \\.'-'\··♦
GROSS LENGTH = 5282 FT. = 1.00 MILES th�as& , \ 2s/ 2;/ii...... CONTRACT NO. 61625 eng1neering group 1••�1�• c,: ,,.... , • .,.,, • tillll•e NET LENGTH = 5282 FT. = 1.00 MILES EXPIRATION DATE 11-30-2021 � WHEN WATER SERVICE BOXES FALL WITHIN THE LIMITS OF CONCRETE FLATWORK, THE CONTIRACTOR SHALL GENERAL NOTES: PROVIDE EITHER A SECTION OF 4" POLY VINYL CHLORIDE (PVC) PIPE OR 4" HIGH DESITY POLYETHYLENE (HOPE) PIPE TO SLEEVE THE BOX THE SLEEVE SHALL EITHER BE REMOVED OR TRIMMED TO MATCH THE FINISHED INDEX OF SHEETS ALL REFERENCES TO "STANDARD SPECIFICATIONS" IN THESE GENERAL NOTIES SHALL BE INTIERPRETIED TO MEAN 1 CONCRETIE GRADE LEVEL. THE FINAL RESULT SHALL BE A SMOOTH FINISHED "BOX-OUT' AROUND THE SERVICE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTIRUCTION" ADOPTED BY THE ILLINOIS DEPARTIMENT OF 1 TITLE SHEET BOX WHICH SHALL FACILITATE EASY REMOVAL OF THE CAP AT MEET THE FINISHED GRADE. ALL WA TIER SERVICE llRANSPORTATION, APRIL 1, 2016 AND SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS 2 GENERAL NOTES BOXIES WITHIN PAVEMENT RESURFACING SHALL BE ADJUSTED TO MEET THE FINISHED GRADE LEVEL. 2020. 3-4 SUMMARY OF QUANT111ES � WHEN A SEWER STRUCTURE FALLS WITHIN THE LIMITS OF A CONCRETE DRIVEWAY, THE CONTIRACTOR SHALL 5 TYPICAL SECTIONS THE CONTIRACTOR SHALL PROTIECT AND CAREFULLY PRESERVE ALL SECTION OR SUBSECTION MONUMENTS, PLACE EXPANSION MATERIAL IN A BOX APPROXIMATELY EIGHTEEN (18") INCHES FROM THE CENTER OF THE LID PROPERTY CORNERS, AND REFERENCE MARKERS UNTIL THE OWNER, THEIR AGENT, OR AN AUTHORIZED 6-10 ROADWAY PLANS FORMING A SQUARE "BOX-OUT' AROUND THE FRAME. THE RESULT SHALL BE A CONDITION THAT WILL ALLOW FOR SURVEYOR HAS WlllNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS. 11-15 PAVEMENT MARKING PLANS THE REMOVAL OF THE SQUARE OF CONCRETIE FROM THE DRIVEWAY FOR THE PURPOSE OF REPLACING THE 16-19 SIDEWALK/ADA PLANS FRAME WITHOUT DAMAGING THE REMAINDER OF THE DRIVEWAY PAVEMENT ;l THE CONTIRACTOR SHALL COORDINATE PAVING OPERATIONS FOR BOTH HMA LEVEL BINDER AND SURFACE 20 DETECTOR LOOP REPLACEMENT PLAN COURSES SO THAT THE LONGITUDINAL JOINTS ARE CLOSED AND COMPACTIED AT THE END OF EACH DAY. PAVING £Q ALL CONSTIRUCTION PERSONNEL SHALL BE REQUIRED TO WEAR AN ANSI/ISEA 107-2015 COMPLIANT SAFETY VEST 21-22 WHEATON DETAILS OPERATIONS SHALL BE SCHEDULED SO llHAT ADJACENT LANES ARE PAVED IN THE SAME DIRECTION AS THE AT ALL TIMES WHILE ON THE CONSTIRUCTIONSITIE. 23-31 DISTRICT ONE DETAILS INITIAL LANE MINIMIZING THE TIME THE EDGE OF A PAVEMENT MAT IS ALLOWED TO COOL. � WHEN MILLED PAVEMENT IS OPEN TO TRAFFIC THE MAXIMUM GRADE DIFFERENTIAL BETWEEN PASSES OF THE THE CONTIRACTOR SHALL USE 2 CHANGEABLE MESSAGE SIGNS AT LOCATIONS TO BE DETERMINED BY THE MILLING MACHINE SHALL NOT EXCEED 1-1/2 INCHES WHERE THE SPEED LIMIT IS 45 MPH OR LESS AND 1 INCH ENGINEER FOR A PERIOD FROM ONE WEEK PRIOR TO THE START OF CONSTRUCTION TO THE CONCLUSION OF THE WHERE THE SPEED LIMIT IS GREATIER THAN 45 MPH. WITH WRITTIEN APPROVAL FROM THE ENGINEER, A MAXIMUM PROJECT. GRADE DIFFERENTIAL OF 3 INCHES MAY BE ALLOWED IF THE EDGE OF THE MILLING IS SLOPED A MINIMUM 1 :3 DISTRICT 1 DETAILS (V:H). THE CONTIRACTOR SHALL ENSURE ALL WA TIER SYSTIEM VALVES, VALVE VAULTS, AND SANITARY SEWER BD-03 OUTLET FOR CONCRETE CURB AND GUTTER MANHOLES REMAIN READILY ACCESSIBLE FOR EMERGENCY OPERATIONS. THE LOCATIONS OF ALL WATER AND BEFORE BEGINNING ANY WORK, THE CONTIRACTOR SHALL RETAIN AND RECORD THE LOCATIONS OF ALL EXISTING BD-22 PAVEMENT PATCHING FOR HMA SURFACED PAVEMENT ll SANITARY FACILITIES SHALL BE MARKED AND READILY VISIBLE AT ALL TIMES. PAVEMENT MARKING LINES (AND RAISED REFLECTIVE PAVEMENT MARKERS) IN ORDER THAT THESE LOCATIONS BD-24 CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT CAN BE REESTABLISHED FOR SllRIPING. EXACT LOCATIONS OF ALL PAVEMENT MARKINGS SHALL BE AS DIRECTIED BD-32 BUTT JOINT AND HMA TAPER DETAILS THE INDISCRIMINATE USE OF FIRE HYDRANTS, EXISTING SllREAMS, CREEKS, WETlLANDS, OR PONDS IS STRICllLY BY THE ENGINEER. TC-10 TRAFFIC CONTROL AND PROTECTION FOR SIDE ROAD S, PROHIBITED. THE CONTIRACTOR SHALL PROVIDE A WATIER TRUCK AND DRIVER AS REQUIRED TO OBTAIN AND INTERSECTIONS AND DRIVEWAYS llRANSPORT THIS WATER. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER FROM AN n IT SHALL BE THE CONTIRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE TC-13 TYPICAL PAVEMENT MARKINGS APPROVED SOURCE. IF THIS WATER IS FROM A JURISDICTION FOR THE SOURCE OF THE WATER MUST BE FIELD PRIOR TO CONSTIRUCTIONAND ORDERING OF MATE RIALS. TC-16 PAVEMENT MARKING LETTERS AND SYMBOLS FOR TRAFFIC STAGING RECEIVED BY THE CONTIRACTOR PRIOR TO THE USE OF WA TIER. TS-05b STANDARD TRAFFIC SIGNAL DESIGN DETAILS THE CONTIRACTOR SHALL PROVIDE SAFE AND ORDERLY PASSAGE FOR llRAFFIC AND PEDESTIRIANS WHERE TS-07 DETECTOR LOOP INSTALLATION DETAILS FOR ROADWAY RESURFACING I IT SHALL BE THE CONTIRACTOR'S RESPONSIBILITY TO SELECT DUMPING SITIES. HE/SHE SHALL PROVIDE A LIST OF CONSTIRUCTIONOPERATIONS IMPACT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY. THE CONTIRACTOR THESE SITIES TO THE ENGINEER FOR HIS/HER EXAMINATION AND GENERAL INFORMATION. SHALL PROVIDE ACCESS TO ABUTTING PROPERTY AT ALL TIMES DURING THE CONSTIRUCTIONOF THIS PROJECT
ALL EXCESS MATIE RIAL (BROKEN CONCRETIE, ASPHALT, CULVERT PIPE, WAS TIE ROADWAY EXCAVATION, AND SURPLUS MATIERIALS FROM UTILITY llRENCHES) SHALL BE WASTIED OUTSIDE THE LIMITS OF THE RIGHT-OF-WAY. I§ ALL SIDEWALK CURB RAMPS SHALL BE COMPLIANT WITH ALL APPLICABLE ADA STANDARDS AND INCLUDED DETAILS. INDIVIDUAL DESIGN DETAILS HAVE BEEN PROVIDED FOR ALL LOCATIONS WITH AN EXISTING SLOPE OVER 5%. HIGHWAY STANDARDS ALL PROPERTY AND SURFACE SllRUCTURES WITHIN THE RIGHT-OF-WAY SHALL BE PROTECTIED DURING CONSTIRUCTION OPERATIONS UNLESS THE ENGINEER DIRECTS REMOVAL FOR PURPOSES RELATIED TO 2§ A NOMINAL QUANTITY HAS BEEN INCLUDED FOR THE FOLLOWING PAY ITIEMS: 000001-07 STANDARD SYMBOLS, AB BREVIATIONS, AND PATTERNS CONSTIRUCTIONUNDER THIS CONTIRACT. ANY FENCES, POLES, FLAGSTONE, DECORATIVE STONE, SPECIAL - EARTH EXCAVATION - REMOVAL AND DISPOSAL OF UNSUITABLE MATIE RIAL 424001-11 PERPENDICULAR CURB RAMPS FOR SIDEWALKS LANDSCAPING, OR OTHER MAN MADE SURFACE IMPROVEMENT WHICH IS REMOVED OR DISTURBED BY THE -AGGREGATE SUBGRADE IMPROVEMENT 424006-04 DIAGONAL CURB RAMPS FOR SIDEWALKS CONTIRACTOR SHALL BE RESTORED BY HIM TO ITS ORIGINAL CONDITION AFTIER THE CONSTRUCTION ACTIVITIES - CLASS D PATCHES 424011-04 CORNER PARALLEL CURB RAMPS FOR SIDEWALKS ARE COM PLETIED. 424016-05 MID-BLOCK CURB RAMPS FOR SIDEWALKS ALL FRAMES, GRATES, LIDS, FIRE HYDRANTS, AND VALVE BOXIES WHICH ARE REMOVED AND ARE TO BE ll ALL UTILITY SllRUCTURES SHALL REMAIN ACCESSIBLE DURING CONSTRUCTION. WHEN UTILITY SllRUCTURES ARE 424021-05 DEPRESSED CORNER FOR SIDEWALKS 1Q ABANDONED SHALL REMAIN THE PROPERTY OF THE CITY OF WHEATON. UPON REMOVAL FROM THEIR WORKING TO BE ADJUSTIED UNDER TRAFFIC, TIEMPORARY RAMPS SHALL BE CONSTRUCTIED AND MAINTAINED AT BOTH 424026-03 ENTRANCE / ALLEY PEDESTRIAN CROSSINGS LOCATIONS, THEY ARE TO BE STOCKPILED AT AN ON-SITE LOCATION DETERMINED BY THE ENGINEER WHERE UPSTREAM AND DOWNSTIREAM ENDS OF THE UTILITY CASTING IN ACCORDANCE WITH ARTICLE 406.08. 442201-03 CLASS C AND D PATCHES THEY WILL BE PICKED UP BY CITY PERSONNEL AT THE CONCLUSION OF WORK ON THAT SllREET. 606001-07 CONCRETE CURB TYPEBA ND COMBINATION CONCRETE CURB AND GENERAL NOTES - SEWERS: GUTTER 11 WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTIRACTOR SHALL PROVIDE AND MAINTAIN 701006-05 OFF-ROAD OPERATIONS, 2L, 2W, 15' TO 24" FROM PAVEMENT EDGE TIEMPORARY OUllLETS AND CONNECTIONS FOR ALL PRIVATIE AND PUBLIC DRAINS, SEWERS, AND CATCH BASINS. £!! ALL FRAMES WITH CLOSED LIDS BEING FURNISHED FOR THIS PROJECT AS CONSTIRUCTION, ADJUSTMENT, OR 701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS THE CONTIRACTOR SHALL PROVIDE FACILITIES TO ACCEPT ALL STORM WA TIER THAT WILL BE DELIVERED BY RECONSTIRUCTION OF ANY MANHOLE, CATCH BASIN, INLET, OR WATER VALVE VAULT SHALL HAVE CAST INTO THE 701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS- DAY ONLY THESE DRAINS AND BASINS AND SHALL DISCHARGE THE SAME. IF NECESSARY, THE CONTIRACTOR SHALL LID ONE OR MORE OF THE FOLLOWING WORDS: 701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED PROVIDE AND MAINTAIN AN EFFICIENT PUMPING PLANT AND TEMPORARY OUllLET AND BE PREPARED AT ALL - "STORM" - FOR STORM SEWER MANHOLE LIDS 701701-10 URBAN LANE CLOSURE, MUL TILANE INTERSECTION TIMES TO DISPOSE OF WATIER WHICH IS RECEIVED FROM ALL TIEMPORARY CONNECTIONS. THESE TEMPORARY - "SANITARY" - FOR SANITARY MANHOLE LIDS 701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE FACILITIES SHALL BE MAINTAINED UNTIL ALL PERMANENT CONNECTIONS ARE COMPLETIED. - "WATlER" - FOR WATIER SYSTIEM SllRUCTURE LIDS 701901-08 TRAFFIC CONTROL DEVICES - "FISH" SYMBOL DIRECllLY ON THE CURB BACK - FOR CURB INLET FRAMES 780001-05 TYPICAL PAVEMENT MARKINGS EROSION AND SEDIMENT CONTIROL MEASURES SHALL BE FOLLOWED WHEN EXISTING CURB AND GUTTIER IS 1l � IF AT ANY TIME DURING THE CONSTIRUCTION OF THIS PROJECT LOOSE MATIE RIAL IS DEPOSITlED INTO THE FLOW REMOVED AND EXISTING DRAINAGE STRUCTURES ARE TO REMAIN ACTIVE. THIS WORK SHALL BE PERFORMED IN LINE OF A SEWER SllRUCTURE IN SUCH A WAY AS TO RESTRICT OR OBSTRUCT THE NATURAL FLOW OF WA TIER IN ACCORDANCE WITH THE DETAIL PROVIDED IN THE CONTIRACT DOCUMENTS. THE SllRUCTURE, THE MATIERIAL SHALL BE REMOVED BEFORE THE CLOSE OF THE WORKING DAY DURING WHICH IT WAS DEPOSITIED. AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES, AND BEFORE THE ENGINEER ACCEPTS 1;l THE THICKNESS OF THE HMA SHOWN ON THE PLANS IS NOMINAL. DEVIATIONS MAY OCCUR IN THE FIELD DUE TO THE PROJECT, ALL SEWERS AND SEWER SllRUCTURES llHAT FALL WITHIN THE LIMITS OF THE PROJECT SHALL BE IRREGULARITIES IN THE EXISTING SURFACE OR BASE UPON WHICH THE HMA IS BEING PLACED. FREE OF CONSTIRUCTION DEBRIS AND LOOSE MATlERIAL.
H_ THE LOCATIONS AND ELEVATIONS OF THE VARIOUS UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE NOT TO BE TAKEN AS EXACT. THE CONTRACTOR SHALL EXIERCISE CARE WHEN CONDUCTING CONSTIRUCTION GENERAL NOTES - UTILITIES: OPERATIONS NEAR UTILITIES TO PREVENT DAMAGE. THE FAILURE OF A UTILITY COMPANY TO ACCURATIE LY LOCATIE THEIR UTILITY DOES NOT FREE THE CONTRACTOR FROM RESPONSIBILITY. THE MAJOR CONCERN OF THE ;lQ PRIOR TO ADJUSTIMENT OF ANY DUPAGE WATlER COMMISSION STRUCTURES, THE CONTRACTOR SHALL CONTACT CITY OF WHEATON IS PUBLIC SAFETY. owe AT 630-834--0100 A MINIMUM OF 48 HOURS IN ADVANCE OF THE WORK. owe WILL SUPPLY A NEW FRAME AND LID IF THEY DETlERMINE IT SHOULD BE REPLACED. � THE CONTIRACTOR SHALL COOPERATE WITH THE CITY IN ANY UNDERGROUND UTILITY CONSTIRUCTION WHICH THE CITY MAY WANT TO PERFORM DURING THE CONTIRACTOR'S OPERATIONS. ;l1 AFTlER ADJUSTIMENTS TO WHEATON SANITARY DISTRICT STRUCTURES HAVE BEEN DONE. THE CONTRACTOR SHALL CONTACT ZACH BILLINGS SEWER INSPECTOR AT (C: 630-740-B730) (W: 630-384-8666) A MINIMUM OF 48 HOURS BEFORE ASPHALT IS PLACED AT THE ADJUSTIED SllRUCTURES. 1.§ THE CONTIRACTOR SHALL HAVE LINE AND/OR FORMS SET A MINIMUM OF FOUR WORKING HOURS PRIOR TO THE SCHEDULED ARRIVAL OF CONCRETE ON SITIE FOR THE PLACEMENT OF CURB AND GUTTIER, DRIVEWAYS, AND SIDEWALK TO ALLOW THE ENGINEER TIMETO CHECK LINE AND GRADE. _:g PRIOR TO ADJUSTIMENT OF ANY NICOR GAS VALVE BOXIES THAT REQUIRE ADJUSTIMENT, THE CONTIRACTOR SHALL CONTACT SUSANNA KNAUlZ, SCHEDULER AT 630-918--0897 A MINIMUM OF TWO WEEKS PRIOR TO FIELD WORK. 1Z ALL RADII FOR PROPOSED COMBINATION CONCRETE CURB AND GUTTIER SHALL BE PLACED AT THE EXISTING DIMENSION UNLESS OTHERWISE INDICA TIED ON THE PROJECT PLANS OR AS DIRECTED BY THE ENGINEER. ELEVATIO NS SHOWN AT POINT ON THE CURB INDICATED FLOW LINE ELEVATIONS UNLESS NOTIED OTHERWISE.
USER NAME = mec1ejk - TOTAL I SHEET thomas engineering group, lie DESIGNED REVISED F.A.U, 1 SECTION COUNTY I 762 shoreline drive - - RTE. SHEETSI NO. DRAWN REVISED STATE OF ILLINOIS GENERAL NOTES th@!!1aS suite200 2s&9 I 19-00122-00-RS DuPAGE I 31 I 2 .. PLOT SCALE = 2.0000 '/ 1n. - - aurora, illinois 60504 ------CHECKED REVISED DEPARTMENT OF TRANSPORTATION CONTRACT, 61G25 service at the highe,t s1radee phone: 855-533-1700 - - PLOT DATE = 12/19/2019 DATE REVISED SCALE, I SHEET OF SHEETS! STA, TO STA, IILLINOISI F"ED. AID PROJECT
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<111 ROW !VARIES 66' - 84') ROW !VARIES 66' - 84'1 t • t �"' 5' 0-23' 0-11' 12' TRAVEL LANE 0-11' 12' TRAVEL LANE 0-11' 0-10' 5' "' � 5' 0-23' 0-11' 12' TRAVEL LANE 0-11' 12' TRAVEL LANE 0-11' ,__o-10· ___5 •_,..1LL.I� I I ::,__SI_D _EW_ A_L_K,...P-AR_K_W-AY.. PARKING MEDIAN/ RIGHT PARKWAY SIDEWALK :: :: SIDEWALK PARKWAY PARKING 2.0% MEDIAN/ 2.0% RIGHT "--PARKWAY_ _ _ SIDEWALK_ :: LANE TURN LANE TURN LANE -_-_- 1111 1111: ,----+------LANE TURN LANE TURN LANE ,- __ -+----,�:1111 XI L _J:1X XI 1X 1 1 La.I l � f --______LI • LJ_ ---- i ------>--- _-_-_-_-_ _ L '------+------' • 3 1 ll 8 8 • ,, l_f--�:---:------i-- .----, ! - ,, • EXISTING TYPICAL SECTION PROPOSED TYPICAL SECTION STA.10+ 40 TO STA. 63 +22 STA.10+40 TO STA. 63+22
LEGEND © @ @ @ (2) @ HOT-MIX ASPHALT MIXTURE REQUIREMENTS @ EX SUB-BASE GRAN MATL, THICKNESS VARIES COMB, CURB AND GUTTER REMOVAL us ES GNE RE SE TOTAL I SHEET thomas engineering group, lie ,__ _ER_NA_M_E _•_m_o_c,_•J_k __--+_ D_ _ I _ _ _D_------+-- _V_I _ _D______RTE. I SECT ION COUNTY I SHEETSI NO. 762 shorelinedrive DRAWN - REVISED - STATE OF ILLINOIS TYPICAL SECTIONS suite200 2s&9 >9-00122-00-RS DuPA GE 31 PLOT SCALE = 2.0000 1n. CHECKED - REVISED - I I I s aurora, illinois 60504 'I DEPARTMENT OF TRANSPORTATION CONTRACT, 61G25 service at the highe,t s1radee phone:a55-533-17oo F.A.U. PLOT DATE = 12/19/2019 DATE - REVISED ------< SCALE, I SHEET OF SHEETS! STA. TO STA. ILLINOIS F"ED. AID PROJECT �z I I 0 0 + in 0 10 20 40 NOTES: LEGEND 1. FOR SIDEWALK DETAILS, SEE SHEETS 16-19 PR. STRUCTURE TO BE ADJUSTED HMA SURFACE REMOVAL, 3" � PR. POLY. HOT-MIX ASPHALT BINDER COURSE, IL-4. 75, N50, 1.0" \::__/ A - SANITARY MH F - WATER MH HORIZONTAL SCALE IN FEET 2. ANY NECESSARY TYPE B CURB FOR MEETING ADA RAMP GRADES AT THE BACK OF SIDEWALK SHALL PR. HMA SURFACE COURSE, MIX "D", IL-9.5, N70, 2.0" B - STORM MH G - DWC VALVE BE POURED MONOLITHICALLY WITH THE SIDEWALK AND INCLUDED IN THE COST OF THE SIDEWALK. C - STORM INLET H - DWC MH PR. HMA SURFACE REMOVAL - BUTT JOINT D - STORM CB I - GAS VALVE 3. A MINIMUM TRANSITION OF 18" WILL BE USED FROM DEPRESSED CURB TO FULL CURB HEIGHT (TYP>. m E - WATER VALVE J - WHEATON SAN. DIST. MH PR. STRUCTURE TO BE ADJUSTED WITH NEW FRAME 4. FOR PRIVATE UTILITY ADJUSTMENTS, SEE GENERAL NOTES SHEET 2 /iillJ\ � z Eillm EX. PCC SIDEWALK REMOVAL, PR. TOPSOIL AND SOD � AND GRATE OR LID (OF TYPE SPECIFIED) PR. P.C.C. SIDEWALK, 5" WARNINGS 122 SOFT PR. P.C.C. SIDEWALK, 5" 93 SOFT PR. DETECTABLE WARNINGS IO SOFT PR. DETECTABLE WARNINGS 10 SOFT PR. COMB. CONC. CURB A R. COMB. CONG. CURB AND GUTTER, TY B-6.12- 25 F UTTER, TY B-6.12- 9 F EX. ROW EX. 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CURB AND GUTTER, TY B-6.12- 20 FT HORIZONTAL SCALE IN FEET us E N A ME m - F.A.U, TOTAL SHEET oc D ESl GNED RE V ISED S I N .::: .:_ .:_ .:_ :.._.:_ ::::c:.:..__ .::::: ::______+ ______ECT ON COU TY thomasengineeringgroup,llcl-= R ' ::: '"jk --+_: ::: .:: - c:.: :.:. .:..: :.:. :__ _, RTE. SHEETS N O. 762 shorelinedrive DRAWN REVISED - STATE OF ILLINOIS suite200 ROADWAY PLANS 2569 19-00122-00-RS D uPA EG 31 G PLOT SCALE = 40.0000 '/ 1n. CHECKED - REVISED - aurora, illinois 60504 DEPARTMENT OF TRANSPORTATION CON TRACT: GI G25 phone:a55-533-17oo PLOT DATE = 12/19/2019 DATE REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS F"ED. AID PROJECT I EX. ROW . o �� ------1- --,---,------�--=-r---=-=- 0 � - - - - � � - L - --4 ------�- - L --- -- 0 --�---�------/ /� \ g+ + - 1'i -======---==/L� ���- � <( <( 1- 1- . : : "·.::: "·.::: ' , ·.::: '' ·.::: ' , ·.::: ' , ·.::: '(: c Vl Vl LLJ LLJ z z -' PR. COMB. CONC. CURB AND GUTTER, TY B-6.12- 16 FT 10 20 40 NOTES: LEGEND I. FOR SIDEWALK DETAILS, SEE SHEETS 16-19 PR. STRUCTURE TO BE ADJUSTED HMA SURFACE REMOVAL, 3" � PR. POLY. HOT-MIX ASPHALT BINDER COURSE, IL -4. 75, N50, 1.0" \.::__/ A - SANITARY MH F - WATER MH HORIZONTAL SCALE IN FEET 2. ANY NECESSARY TYPE B CURB FOR MEETING ADA RAMP GRADES AT THE BACK OF SIDEWALK SHALL PR. HMA SURFACE COURSE, MIX "D", IL-9.5, N70, 2.0" B - STORM MH G - owe VALVE BE POURED MONOLITHICALLY WITH THE SIDEWALK AND INCLUDED IN THE COST OF THE SIDEWALK. C - STORM INLET H - owe MH PR. HMA SURFACE REMOVAL - BUTT JOINT D - STORM CB I - GAS VALVE 3. A MINIMUM TRANSITION OF 18" WILL BE USED FROM DEPRESSED CURB TO FULL CURB HEIGHT ITYPl. m E - WATER VALVE J - WHEATON SAN. DIST. MH PR. STRUCTURE TO BE ADJUSTED WITH NEW FRAME 4. FOR PRIVATE UTILITY ADJUSTMENTS, SEE GENERAL NOTES SHEET 2 /iillJ\ � z EEill EX. PCC SIDEWALK REMOVAL, PR. TOPSOIL AND SOD [I]I] AND GRATE OR LID (OF TYPE SPECIFIED) PR. P.C.C. SIDEWALK, 5" PR. COMB. CONC. CURB AND 42 SOFT uJ GUTTER, TY B-6.12- 13 FT > PR. DETECTABLE < PR. DETECTABLE WARNINGS 10 SOFT 10 SOFT PR. P.C.C. SIDEWALK, 5" 63 SOFT EX. ROW 0 0 + "-=-==-==-==--==-==-=-==-=-==-=------1 :;:J <( <( I- 3 � 1 1 '.�-�-2--�;���-�-�t�'.'���-���-����;; ¥;-2tB$��-��hl:---�2�2-- 0 HS --+i-+<0 • :• z #-sQ�-;+�+�0+< •-+ +: +.+ y �: ) < / < •·• ••• •·• .••.••••• .... •·•• -'; -' J: u 5 1-a..-������������------'-'-'--· 1- 1- 0 ������������������OU \ I 0 -���0 ------\ / r------o o U �---r-l. I HORIZONTAL SCALE IN FEET USER NAME = mec1ejk DESIGNED - REVISED F.A.U, TOTAL SHEET thomas engineering group, lie RTE. SECTION COUNTY SHEETS NO. 762 shoreline drive DRAWN REVISED - STATE OF ILLINOIS ROADWAY PLANS th@!!1aS suite200 2569 19-00122-00-RS DuPAGE 31 7 .. PLOT SCALE = 40.0000 '/ 1n, - - aurora, illino1s 60504 CHECKED REVISED DEPARTMENT OF TRANSPORTATION CONTRACT: GIG25 phone: 855-533-1700 ,.,-;:-;;�g;;--;,�... PLOT DATE = 12/19/2019 DATE REVISED - SCALE: SHEET OF SHEETS STA, TO STA, ILLINOIS F"ED. AID PROJECT PR. COMB . CONC. CURB AND G UTTER, TY B -6.12- 14 FT PR. DETECTAB LE 10 SOFT PR. P.C.C. SIDEWALK, 5" 103 SOFT PR. DETECTAB LE WARNING S PR. P.C.C. / EX. ROW _.. T __ --- T 10 SOF ------J- ----1 ------113 SOF °; / � ------PR. COMB . CONC. CURB AND I I : ✓------G UTTER, TY B -6.12- 12 FT I I I ,,, 1 1 I , I ,,,✓: I J 0 . : . : __J ======: = = = = ,,- 0 �'r ======� _ � == = = =: == = =-:_= === : AS c__ = = = = ,,- � 0 ::. 0 ¢ -- 0 / \ ¢ / \ 0 � / \ + .J) ,,.,,,.:---. ______L _ :-,_ _ L _.:,______!_ __ ---'--CL____ _ en ______I") PR. DETECTAB LE WARNING S 10 SOFT 10 20 40 PR. COMB . CONC. CURB AND PR. COMB . CONC. CURB AND G B G T E B UTTER, TY -6.12- 29 FT U T R, TY -6.12- 16 FT HORIZONTAL SCALE IN FEET PR. DETECT AB LE WARNING S 28 SOFT G LE END NOTES: T T T B T T PR. P.C.C. HMA SURFACE REMOVAL, 3" PR. S RUC URE O E ADJUS ED I. FOR SIDEWALK DE AILS, SEE SHEETS � T SIDEWALK, 5" PR. POLY. HOT-MIX ASPHALT B INDER COURSE, IL-4. 75, N50, 1.0" \::__/ A - SANITARY MH F - WA ER MH E B B T G B 51 SOFT PR. HMA SURFACE COURSE, MIX "D", IL-9.5, N70, 2.0" B - STORM MH G - DWC VALVE 2. ANY N CESSARY TYPE CUR FOR MEE IN ADA RAMP GRADES AT THE ACK OF SIDEWALK SHALL C - STORM INLET H - DWC MH B E POURED MONOLITHICALLY WITH THE SIDEWALK AND INCLUDED IN THE COST OF THE SIDEWALK. T B G PR. HMA SURFACE REMOVAL- B UTT JOINT D - S ORM C I - AS VALVE PR. m E - WATER VALVE J - WHEATON SAN. DIST. MH 3. A MINIMUM TRANSITION OF 18" WILL B E USED FROM DEPRESSED CURB TO FULL CURB HEIG HT CTYP). DE TE CTAB LE PR. STRUCTURE TO B E ADJUSTED WITH NEW FRAME WARNING S 4. FOR PRIVATE UTILITY ADJUSTMENTS, SEE G ENERAL NOTES SHEET 2 E X. PCC SIDEWALK REMOVAL, PR. TOPSOIL AND SOD G T T E 10 SOFT AND RA E OR LID (OF YPE SP CIFIED) PR. P.C.C. wEill SIDEWALK, 5" 83 SOFT I PR. P.C.C. SIDEWALK, 5" --- 60 SOF T TY 11 / ---. _ --- ______------I------R.COM B B +==- EX. ROW P . CONC. CUR AND E T B E W R l G .i_ B -- __ _ ::_ � �°:�J2.:::G -- :-: ::-f;_:_ � � � � � !: � _:______�o____ 1�0 ______/ ______ PR. P.C.C. 289 SOFT 10 20 40 HORIZONTAL SCALE IN FEET USER NAME = mec1ejk DESIGNED - REVISED F.A.U. TOTAL SHEET thomas engineering group, lie RTE. SECTION COUNTY SHEETS NO. 762 shoreline drive DRAWN REVISED - STATE OF ILLINOIS ROADWAY PLANS th@!!1aS suite200 2569 19-00122-00-RS DuPAGE 31 8 .. - - aurora, illino1s 60504 PLOT SCALE = 40.0000 '/ 1n, CHECKED REVISED DEPARTMENT OF TRANSPORTATION g phone: 855-533-1700 CONTRACT: GIG25 ,.,-;:-;;� ;;--;,� ... PLOT DATE = 12/19/2019 DATE REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS F"ED. AID PROJECT s ervicath e higstrad M A T C H L I N E S T A 5 1 + 0 0 M A T C H L I N E S T A 4 5 + 0 0 51 . 45+00 . EX. ROW EX. ROW 147 SQFT SIDEWALK, 5" PR. P.C.C. R R phone: 855-533-1700 762 shorelinedrive aurora, illinois 60504 suite 200 thomas engineeringgroup,llc 10 SQFT PR. DETECTABLEWARNINGS 221 SQFT PR. P.C.C.SIDEWALK,5" T H O M A S R D GUTTER, TYB-6.12-10FT PR. COMB.CONC.CURBAND 10 SQFT PR. DETECTABLEWARNINGS GUTTER, TYB-6.12-11FT PR. COMB.CONC.CURBAND ADJ H PLOT DATE PLOT SCALE USER NAME EX. ROW EX. PCCSIDEWALKREMOVAL,PR.TOPSOILANDSOD PR. HMASURFACEREMOVAL-BUTTJOINT PR. HMASURFACECOURSE,MIX"D",IL-9.5,N70,2.0" PR. POLY.HOT-MIXASPHALTBINDERCOURSE,IL-4.75,N50,1.0" HMA SURFACEREMOVAL,3" TY 1CL ADJ A = = = 12/20/2019 40.0000 '/ in. maciejk 52 46 DATE CHECKED DRAWN DESIGNED EX. ROW - - - - 101 SQFT PR. P.C.C.SIDEWALK,5" 14 SQFT PR. DETECTABLEWARNINGS PRESIDENT STREET GUTTER, TYB-6.12-13FT PR. COMB.CONC.CURBAND ADJ J REVISED REVISED REVISED REVISED LEGEND - - - 10 SQFT PR. DETECTABLEWARNINGS 53 47 54 SQFT PR. P.C.C.SIDEWALK,5" GUTTER, TYB-6.12- 17FT PR. COMB.CONC.CURBAND ADJ TY XX J ADJ ADJ PRESIDENT STREET * ANDGRATEORLID(OFTYPESPECIFIED) PR. STRUCTURETOBEADJUSTEDWITHNEWFRAME PR. STRUCTURETOBEADJUSTED E -WATERVALVE D -STORMCB C -STORMINLET B -STORMMH A -SANITARYMH ADJ ADJ H H DEPARTMENT OFTRANSPORTATION STATE OFILLINOIS J -WHEATONSAN.DIST.MH I -GASVALVE H -DWCMH G -DWCVALVE F -WATERMH 89 SQFT PR. P.C.C.SIDEWALK,5" GUTTER, TYB-6.12-24FT PR. COMB.CONC.CURBAND 54 48 10 SQFT PR. DETECTABLEWARNINGS ADJ D A L Y R D J GUTTER, TYB-6.12-9FT PR. COMB.CONC.CURBAND GUTTER, TYB-6.12-18FT PR. COMB.CONC.CURBAND 10 SQFT PR. DETECTABLEWARNINGS ADJ C TY 11 92 SQFT PR. P.C.C.SIDEWALK,5" SCALE: EX. ROW 12 SQFT PR. DETECTABLEWARNINGS 4. 3. 2. 1. NOTES: 93 SQFT PR. P.C.C.SIDEWALK,5" FOR PRIVATEUTILITYADJUSTMENTS,SEEGENERALNOTESSHEET2 A MINIMUMTRANSITIONOF18"WILLBEUSEDFROMDEPRESSEDCURBTOFULLHEIGHT(TYP). BE POUREDMONOLITHICALLYWITHTHESIDEWALKANDINCLUDEDINCOSTOFSIDEWALK. ANY NECESSARYTYPEBCURBFORMEETINGADARAMPGRADESATTHEBACKOFSIDEWALKSHALL FOR SIDEWALKDETAILS,SEESHEETS SHEET 97 SQFT PR. P.C.C.SIDEWALK,5" 55+00 49 8 SQFT PR. DETECTABLEWARNINGS GUTTER, TYB-6.12-9FT PR. COMB.CONC.CURBAND B R I D L E L N ROADWAY PLANS OF ADJ J SHEETS 10 SQFT PR. DETECTABLEWARNINGS 62 SQFT PR. P.C.C.SIDEWALK,5" STA. 16-19 ADJ C TY 11 GUTTER, TYB-6.12-10FT PR. COMB.CONC.CURBAND 10 SQFT PR. DETECTABLEWARNINGS 46 SQFT PR. P.C.C.SIDEWALK,5" TO STA. GUTTER, TYB-6.12-9FT PR. COMB.CONC.CURBAND ADJ H 56 50+00 M A C K E N Z I E P L P I N E G R O V E C T F.A. . 2569 RTE. U 19-00122-00-RS ADJ C TY 11 ADJ SECTION G ILLINOIS 10 SQFT PR. DETECTABLEWARNINGS 0 81 SQFT SIDEWALK, 5" PR. P.C.C. HORIZONTAL SCALEINFEET ADJ E 0 FED. AIDPROJECT HORIZONTAL SCALEINFEET 10 B-6.12- 10FT GUTTER, TY AND CONC. CURB PR. COMB. 10 CONTRACT: 20 COUNTY DuPAGE 20 ADJ EX. ROW J EX. ROW EX. ROW EX. ROW 40 SHEETS TOTAL 31 40 61G25 57 51 SHEET M A T C H L N E T A M A T C H L N E S T A 5 1 + 0 0 NO. I S 5 7 + 0 0 I . . 9 ADJ A TY 1CL EX. ROW EX. ROW ADJ B ADJ B TY 1CL TY 1CL 0 0 5 0 + + 0 7 5 6 . . A A T T S PRESIDENT STREET 60+00 S 57 58 59 E E N N I I L L H H C C T T A A M M EX. ROW EX. ROW 0 10 20 40 LEGEND NOTES: 1. FOR SIDEWALK DETAILS, SEE SHEETS16-19 PR. STRUCTURE TO BE ADJUSTED HMA SURFACE REMOVAL, 3" ADJ * A - SANITARY MH F - WATER MH PR. POLY. HOT-MIX ASPHALT BINDER COURSE, IL-4.75, N50, 1.0" HORIZONTAL SCALE IN FEET 2. ANY NECESSARY TYPE B CURB FOR MEETING ADA RAMP GRADES AT THE BACK OF SIDEWALK SHALL PR. HMA SURFACE COURSE, MIX "D", IL9.5, N70, 2.0" B - STORM MH G - DWC VALVE BE POURED MONOLITHICALLY WITH THE SIDEWALK AND INCLUDED IN THE COST OF THE SIDEWALK. C - STORM INLET H - DWC MH PR. HMA SURFACE REMOVAL- BUTT JOINT D - STORM CB I - GAS VALVE 3. A MINIMUM TRANSITION OF 18" WILL BE USED FROM DEPRESSED CURB TO FULL CURB HEIGHT (TYP). E - WATER VALVE J - WHEATON SAN. DIST. MH ADJ PR. STRUCTURE TO BE ADJUSTED WITH NEW FRAME 4. FOR PRIVATE UTILITY ADJUSTMENTS, SEE GENERAL NOTES SHEET 2 EX. PCC SIDEWALK REMOVAL, PR. TOPSOIL AND SOD TY XX AND GRATE OR LID (OF TYPE SPECIFIED) PR. P.C.C. SIDEWALK, 5" 112 SQFT PR. DETECTABLE WARNINGS PROJECT ENDS 12 SQFT STA. 63+22 PR. COMB. CONC. CURB AND EX. ROW GUTTER, TY B-6.12- 12 FT EX. ROW 5 5 5 5 . . 3 3 6 6 + ADJ B + 3 ADJ 3 6 J TY 1CL 6 a a t t 0 S S D 5 R + T T O O 0 A P P 6 V E . N E A G T PRESIDENT STREET 62 63 S 61 E N I ADJ L I H C T A M EX. ROW EX. ROW PR. P.C.C. SIDEWALK, 5" T 122 SQFT C N A T PR. DETECTABLE WARNINGS PR. P.C.C. SIDEWALK, 5" R A 15 SQFT 118 SQFT T 0 10 20 40 PR. DETECTABLE WARNINGS PR. COMB. CONC. CURB AND 20 SQFT GUTTER, TY B-6.12- 31 FT PR. COMB. CONC. CURB AND HORIZONTAL SCALE IN FEET GUTTER, TY B-6.12- 31 FT F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R ROADWAY PLANS 2569 19-00122-00-RS DuPAGE 31 10 suite 200 PLOT SCALE = 40.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT s ervicath e higstrad M A T C H L I N E S T A 1 5 + 0 0 15+00 . + 0 3 R R + 2 3 phone: 855-533-1700 762 shorelinedrive aurora, illinois 60504 suite 200 thomas engineeringgroup,llc 1 1 ' 1 3 ' 9 ' + 5 4 PLOT DATE PLOT SCALE USER NAME = = = LETTERS ANDSYMBOLS,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS 12/19/2019 40.0000 '/ in. jamesy 16 10+00 P O T S t a 1 0 + 0 0 . 0 0 DATE CHECKED DRAWN DESIGNED + 1 4 H A R R I S O N A V E - - - - + 3 5 PROJECT BEGINS STA. 10+40 PRESIDENT STREET + 4 5 STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" F O R E S T A V E STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" REVISED REVISED REVISED REVISED - - - 17 11 F O R E S T A V E + 1 9 ONLY STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS- LINE24" + 3 0 + 3 2 + 3 8 DEPARTMENT OFTRANSPORTATION STATE OFILLINOIS + 7 3 + 7 7 TURN LANELINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE6" DOTTED LINE,6'SPACE-2'DASH,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE6" 18 12 YELLOW, (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE12" + 0 4 + 2 9 DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" + 4 5 PRESIDENT STREET SCALE: + 7 3 SHEET 19 13 PAVEMENT MARKING PLANS WHITE (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" OF + 2 3 SHEETS 1 1 ' 1 3 ' 9 ' + 4 8 STA. 1 2 ' 1 2 ' 9 ' + 6 3 TO STA. WHITE (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" 20+00 + 9 8 14 + 0 8 F.A. . 2569 RTE. U 19-00122-00-RS SECTION + 3 9 ILLINOIS 0 0 HORIZONTAL SCALEINFEET HORIZONTAL SCALEINFEET + 5 7 10 10 FED. AIDPROJECT 20 20 CONTRACT: COUNTY DuPAGE 40 40 SHEETS TOTAL 31 61G25 21 15+00 SHEET M A T C H L N E T A M A T C H L N E S T A 1 5 + 0 0 NO. I S 2 1 + 0 0 I . 11 . s ervicath e higstrad M A T C H L I N E S T A 2 7 + 0 0 M A T C H L I N E S T A 2 1 + 0 0 27 27 . 21 . + 0 4 R R + 2 3 1 2 1 2 9 phone: 855-533-1700 762 shorelinedrive aurora, illinois 60504 suite 200 thomas engineeringgroup,llc ' ' ' + 5 9 PLOT DATE PLOT SCALE USER NAME + 6 3 1 2 ' 1 2 ' 9 ' = = = 12/19/2019 40.0000 '/ in. jamesy + 9 2 28 22 DATE CHECKED DRAWN DESIGNED + 2 1 + 2 2 - - - - WA K E M A N A V E PRESIDENT STREET + 4 8 + 5 9 REVISED REVISED REVISED REVISED STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" + 7 6 WHITE, (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" - - - + 9 4 + 9 6 29 23 + 3 6 + 4 1 DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" DEPARTMENT OFTRANSPORTATION STATE OFILLINOIS + 7 6 + 7 6 30+00 24 + 1 5 PRESIDENT STREET DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" + 6 1 SCALE: + 8 6 WHITE, (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" SHEET 31 25+00 PAVEMENT MARKING PLANS P R A I R I E A V E + 1 5 OF + 2 1 STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" SHEETS + 3 9 + 3 8 STA. + 5 2 + 5 6 WA K E M A N A V E TO STA. STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" + 8 6 + 9 3 32 26 F.A. . 2569 RTE. 1 2 1 2 8 5 ' ' . ' U 1 2 ' 1 2 ' 9 ' + 2 5 + 2 8 19-00122-00-RS SECTION ILLINOIS 0 0 + 5 8 FED. AIDPROJECT HORIZONTAL SCALEINFEET HORIZONTAL SCALEINFEET 10 10 CONTRACT: COUNTY DuPAGE 20 20 + 7 9 SHEETS TOTAL + 9 3 31 + 9 5 40 40 61G25 33 27 SHEET M A T C H L N E T A M A T C H L N E S T A 2 7 + 0 0 NO. I S 3 3 + 0 0 I 12 . . s ervicath e higstrad M A T C H L I N E S T A 3 9 + 0 0 M A T C H L I N E S T A 3 3 + 0 0 39 . 33 . + 0 5 + 1 0 H A WT H O R N E B L V D R R phone: 855-533-1700 762 shorelinedrive aurora, illinois 60504 suite 200 thomas engineeringgroup,llc STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" + 3 7 R A N C H R D + 5 5 STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" WHITE (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" PLOT DATE PLOT SCALE USER NAME + = = = 7 9 1 2 1 2 9 12/19/2019 40.0000 '/ in. jamesy ' ' ' 1 2 ' 1 2 ' 9 ' 40+00 + 0 1 34 DATE CHECKED DRAWN DESIGNED - - - - + 4 7 REVISED REVISED REVISED REVISED + 7 8 WHITE (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" - - - 41 + 0 1 35+00 P A R K WA Y D R STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" PRESIDENT STREET PRESIDENT STREET + 3 4 + 3 3 DEPARTMENT OFTRANSPORTATION + 6 7 STATE OFILLINOIS + 6 9 42 36 DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" + 1 1 + 2 7 SCALE: DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" SHEET 43 37 PAVEMENT MARKING PLANS DIAGONAL, WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE6" 1 2 ' 1 2 ' 9 ' OF + 1 9 SHEETS STA. STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" TO STA. + 7 9 44 38 F.A. . 2569 RTE. + 1 6 U + 2 3 19-00122-00-RS SECTION + 4 6 ILLINOIS 0 0 FED. AIDPROJECT HORIZONTAL SCALEINFEET HORIZONTAL SCALEINFEET 10 10 CONTRACT: COUNTY DuPAGE C O U N T R Y S I D E D R 20 20 SHEETS TOTAL 31 40 40 61G25 45+00 39 SHEET M A T C H L N E T A M A T C H L N E S T A 3 9 + 0 0 NO. I S 4 5 + 0 0 I 13 . . s ervicath e higstrad M A T C H L I N E S T A 5 1 + 0 0 M A T C H L I N E S T A 4 5 + 0 0 51 . 45+00 . + 0 6 R R + 2 3 + 2 4 phone: 855-533-1700 762 shorelinedrive aurora, illinois 60504 suite 200 thomas engineeringgroup,llc + 2 8 T H O M A S R D S C H O O L PLOT DATE PLOT SCALE USER NAME STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" + 7 2 WHITE (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" DIAGONAL, WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE6" = = = LETTERS ANDSYMBOLS,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS 12/19/2019 40.0000 '/ in. jamesy DOTTED LINE,6'SPACE-2'DASH,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE6" 52 46 DATE CHECKED DRAWN DESIGNED PRESIDENT STREET WHITE (TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" - - - - PRESIDENT STREET S L C O O H TURN LANELINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE6" + 5 8 REVISED REVISED REVISED REVISED - - - LETTERS ANDSYMBOLS,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS 53 47 1 2 ' 1 2 ' 9 ' + 2 6 + 4 6 DEPARTMENT OFTRANSPORTATION DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" + 6 6 STATE OFILLINOIS + 7 6 L O N Y STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE24" 54 48 D A L Y R D CROSSWALK LINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS- LINE12" + 3 8 STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS- LINE24" 1 1 ' 1 0 ' 1 2 ' + 5 4 SCALE: + 7 5 DIAGONAL, YELLOW(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE12" STOP BARLINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE12" SHEET 55+00 49 PAVEMENT MARKING PLANS B R D N I L E L OF CROSSWALK LINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE12" SHEETS + 4 0 STA. 1 2 9 1 2 + 5 5 ' ' ' + 6 7 + 7 2 TO STA. DOUBLE YELLOW,(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE4" CROSSWALK LINE,WHITE(TYP) PR THERMOPLASTICPAVEMENTMARKINGS-LINE12" 56 50+00 M A C K E N Z I E P L P N E G R O V E C T F.A. . I 2569 RTE. U 19-00122-00-RS SECTION ILLINOIS + 5 4 0 0 FED. AIDPROJECT HORIZONTAL SCALEINFEET HORIZONTAL SCALEINFEET 10 10 CONTRACT: COUNTY DuPAGE 20 20 SHEETS TOTAL 31 40 40 61G25 57 + 9 9 51 SHEET M A T C H L N E T A M A T C H L N E S T A 5 1 + 0 0 NO. I S 5 7 + 0 0 I 14 . . PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" TURN LANE LINE, WHITE (TYP) TURN LANE LINE, WHITE (TYP) PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 4" DOUBLE YELLOW, (TYP) PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" TURN LANE LINE, WHITE (TYP) 9 3 7 0 8 + 2 + 4 + 4 + 0 0 5 0 + ' + 2 0 7 1 5 6 ' 5 . . . O 2 N ' A 1 A L 2 Y T 1 T O S S N ' 58 59 60+00 L 57 1 Y O 1 E ' E N PRESIDENT STREET L 2 N N Y 1 I I ' L L 2 O 1 N ' H H L 2 Y 1 C C T T A A M M PR THERMOPLASTIC PAVEMENT MARKINGS LETTERS AND SYMBOLS, WHITE (TYP) PR THERMOPLASTIC PAVEMENT MARKINGS PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" LETTERS AND SYMBOLS, WHITE (TYP) DIAGONAL, WHITE (TYP) 0 10 20 40 PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 4" PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" WHITE (TYP) DOTTED LINE, 6' SPACE - 2' DASH, WHITE (TYP) HORIZONTAL SCALE IN FEET PROJECT ENDS STA. 63+22 PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 12" CROSSWALK LINE, WHITE (TYP) PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" TURN LANE LINE, WHITE (TYP) PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 4" PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 6" DOUBLE YELLOW, (TYP) TURN LANE LINE, WHITE (TYP) 5 5 5 5 5 . . 9 3 3 + 6 6 + + 3 3 6 6 a a t t 0 S S 5 ' + T T 2 O O 0 1 P P 6 O . N ' L A 2 Y 1 T 62 63 S 61 O N ' E L PRESIDENT STREET 2 Y N 1 I L D O R N ' L H 2 Y 1 C A T V A E N M E G T PR THERMOPLASTIC PAVEMENT MARKINGS C LETTERS AND SYMBOLS, WHITE (TYP) N A T PR THERMOPLASTIC PAVEMENT MARKINGS- LINE 24" R A STOP BAR LINE, WHITE (TYP) T 0 10 20 40 HORIZONTAL SCALE IN FEET F.A.U . TOTAL SHEET USER NAME = jamesy DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R PAVEMENT MARKING PLANS 2569 19-00122-00-RS DuPAGE 31 15 suite 200 PLOT SCALE = 40.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT (780.20) (780.08) (779.73) F (779.96) O R (781.11) (781.17) E S (781.43) 781.28 T 781.36 3 A 781.15 . 7 781.36 V % (780.85) (780.88) E (780.87) N U (781.55) 4.2% 7.9% (780.99) 1.7% 0.7% E (780.71) 780.71 (781.28) 780.68 780.98 (781.53) % 780.95 781.34 5 (780.84) . 781.32 781.09 780.84 780.81 781.28 780.78 780.78 7 780.75 (780.86) (781.49) (781.02) (780.67) (780.39) (781.11) 781.05 (780.87) (780.51) 781.02 780.46 780.51 25+00 780.43 780.48 17 PRESIDENT STREET PRESIDENT STREET (780.16) (779.75) (780.63) (780.15) 781.43 (781.92) 782.07 782.03 781.40 (781.44) 782.00 (780.43) 780.32 (780.41) 781.48 782.08 780.29 779.88 781.45 782.05 780.26 779.85 782.40 780.42 782.00 (781.43) 1 .5% 5.6% 782.28 (780.46) 783.33 % 781.45 % 782.25 781.87 (780.41) 0 0 (780.52) . 782.43 . 781.84 782.02 (783.34) 8 7 (782.90) 782.38 780.48 780.34 779.95 780.37 (782.58) 780.31 7.4% 1.0% 1.0% 2.2% (783.42) 779.92 780.32 779.97 F P O 781.94 R (783.31) R 781.91 (780.79) A (783.15) E 781.99 783.35 (780.33) (780.11) 782.83 I % S 782.50 782.43 R (779.96) 0 T 782.09 . (783.47) (782.30) 782.82 I 3 E 1 782.35 (782.01) 782.07 A V 782.32 A V E LEGEND N E U N U E 784.38 784.40 E PR. LEVEL LANDING PAD (784.45) (784.43) W A PR. DETECTABLE WARINGS K E M 0 5 10 20 A N NOTE: A HORIZONTAL SCALE IN FEET V 1. ALL SIDEWALK CROSS SLOPES SHALL BE 2.0% OR LESS (777.05) E (777.03) (776.88) N (776.91) 777.08 U E 777.16 777.00 (776.87) 777.03 (777.09) 1.9% 777.00 1.5% (777.23) 776.96 776.93 777.19 777.08 777.05 777.00 (777.07) 776.97 28 29 (777.42) (777.17) (777.31) (777.00) PRESIDENT STREET (777.58) (777.98) 31 32 (777.46) (777.86) 778.20 777.71 777.69 (778.20) 777.68 777.66 PRESIDENT STREET 6.1% 1.1% 777.77 (778.29) (777.60) 777.74 777.81 778.25 777.79 W (777.72) 777.75 A 777.76 (778.34) (777.96) K E (778.13) (777.86) M A N A V E N U E F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R SIDEWALK / ADA PLANS 2569 19-00122-00-RS DuPAGE 31 16 suite 200 PLOT SCALE = 20.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT P A R K (772.87) W (772.38) A Y (772.35) (773.05) D (771.47) R (771.42) I 773.05 V 771.62 E % 773.10 772.35 771.96 % 771.56 6 0 . . 3 3 6.8% (772.00) 33 34 (773.12) 1.0% 7.8% 4.8% (771.34) 772.32 (771.84) 772.29 771.83 771.80 (773.10) (771.12) 772.27 771.91 773.05 772.24 771.88 771.60 PRESIDENT STREET (772.21) 773.00 (772.59) (772.03) (776.11) (777.06) (772.56) (775.99) (776.93) 771.66 776.58 H A 776.35 776.60 W 777.37 777.06 776.32 T (777.25) (776.20) 777.44 777.03 H .3% O (777.06) 7 R 777.16 .0% PRESIDENT STREET (777.48) 3.6% 5 777.17 N 776.38 8 35+00 .8% 777.13 E 776.35 (776.68) (776.95) % % B 0 3 776.68 . 776.45 . (777.66) O 777.12 2 6 U 776.99 (777.14) 777.48 777.44 777.10 L 776.62 777.10 776.96 E 777.07 V (776.69) (777.12) A (776.58) 777.02 H (777.21) R (777.58) A (777.09) D 776.99 (777.05) W (776.97) T (777.52) H O (777.20) R (777.09) N E LEGEND B O U L PR. LEVEL LANDING PAD E V A R D PR. DETECTABLE WARINGS 0 5 10 20 NOTE: (773.49) (773.94) (774.21) 774.21 R (773.45) HORIZONTAL SCALE IN FEET 774.38 A 1. ALL SIDEWALK CROSS SLOPES SHALL BE 2.0% OR LESS 774.14 N % 774.42 1 . C 5 (774.69) (771.95) H 773.20 (771.87) C R (773.20) 7.9% 7.9% 5.3% O 773.51 O (771.88) (773.15) (773.15) U 773.48 A (771.77) N D 773.15 773.53 (774.54) T 772.47 773.12 771.96 (773.11) R 773.50 774.42 Y 774.14 771.79 773.15 773.11 (771.89) S (773.64) 771.76 773.08 % I (773.51) 5 D 4.7% (773.11) . 0 (772.51) E 772.13 2.5% (773.03) 774.35 774.10 772.10 D R (772.52) 772.20 771.86 (772.06) I V 772.47 772.17 771.83 771.99 E (772.25) (772.69) (772.12) (772.57) (774.37) (774.23) (774.68) 774.29 (774.53) 774.26 774.35 774.32 45+00 PRESIDENT STREET PRESIDENT STREET 774.65 (776.58) 39 40+00 774.62 (776.48) (774.68) 776.62 (774.55) 774.68 776.59 6 3 3 774.65 T 776.69 2 9 H . 6 6 8 O M 776.67 A 775.00 % 775.03 775.93 4 776.64 S (777.04) (774.68) . 775.90 5 R 4.2% 6.4% 5.2% O A D 2 (774.86) . (777.23) 776.03 5 775.07 % 776.00 775.10 (776.81) (776.71) (776.94) 775.96 776.77 (776.45) 776.82 (776.21) (776.93) (776.86) F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R SIDEWALK / ADA PLANS 2569 19-00122-00-RS DuPAGE 31 17 suite 200 PLOT SCALE = 20.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT (769.65) (769.62) (770.00) (769.60) (769.52) (770.12) 769.81 769.78 770.49 (770.42) 770.37 5 (770.59) . 0 % 5.1% 770.52 5.4% 1.6% (770.84) 770.06 770.59 B 770.03 R (770.50) 769.87 (770.56) 770.52 I 770.13 D 769.84 (770.13) (771.39) 54 770.10 L (770.49) (771.31) E 770.35 770.42 L (770.85) A (770.79) N E PRESIDENT STREET 5 . 3 (776.03) % (774.29) 771.38 771.43 (775.13) (774.73) (771.92) (771.81) 774.74 775.15 (772.02) 774.71 774.75 (771.90) 775.11 774.72 (775.08) 771.86 771.90 (775.37) 771.83 771.87 7.3% (775.54) 3.2% 774.72 PRESIDENT STREET 49 50+00 775.14 774.69 774.87 (775.23) 775.23 775.21 775.14 (775.18) 774.83 (774.67) 774.80 774.76 D (775.40) A 772.06 (774.88) 772.11 L 772.03 Y (772.25) 772.08 (772.18) (772.10) (772.00) R O LEGEND A 772.58 D 772.61 8 (772.91) . 0 772.56 % PR. LEVEL LANDING PAD (772.56) (773.12) 3.6% 4.2% 772.89 PR. DETECTABLE WARINGS (772.84) (773.11) (773.03) 772.96 (772.67) 0 5 10 20 772.64 772.63 NOTE: HORIZONTAL SCALE IN FEET 1. ALL SIDEWALK CROSS SLOPES SHALL BE 2.0% OR LESS P I N E G R O V PRESIDENT STREET E C 61 O (774.06) U R 774.71 (774.75) T (773.92) (774.55) (774.58) (774.92) (774.34) (774.38) (774.89) (773.83) 773.86 774.76 % % 9 . 2 (773.62) . 4 774.29 774.30 3 (775.11) 774.26 774.27 771.10 770.43 4.4% 4.8% 7.0% 4.1% (771.33) 771.01 770.40 (770.83) 770.98 770.02 (770.77) 774.26 (775.26) 774.23 774.27 774.24 (774.37) 774.71 (774.39) (770.56) (773.59) (774.13) 770.53 (774.18) 774.69 8 (770.08) .0% 770.93 770.50 .8% 773.81 1 773.85 770.90 (771.34) 7 . (770.84) 6 % % 770.68 7 (771.49) . 4 (770.92) 770.72 (771.52) (771.38) (771.22) 771.12 T (771.42) (770.97) (770.77) A (771.34) R T (771.19) A N (771.18) C O U R T PRESIDENT STREET 56 F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R SIDEWALK / ADA PLANS 2569 19-00122-00-RS DuPAGE 31 18 suite 200 PLOT SCALE = 20.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT (767.62) (767.67) 767.59 767.57 (767.66) 767.61 5 5 1 . (767.69) . 4 (768.00) % 3 767.65 (767.62) 6 767.70 + 767.67 (768.16) 3 (767.77) 6 767.77 a 767.74 t S T O P O N L Y LEGEND 63 O PR. LEVEL LANDING PAD N L Y PR. DETECTABLE WARINGS 0 5 10 20 NOTE: HORIZONTAL SCALE IN FEET 1. ALL SIDEWALK CROSS SLOPES SHALL BE 2.0% OR LESS F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R SIDEWALK / ADA PLANS 2569 19-00122-00-RS DuPAGE 31 19 suite 200 PLOT SCALE = 20.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT DETECTOR LOOP REPLACEMENT (TYP) 6' 9' 6' 9' 6' ' O 3 O N ' N L 6 L Y Y ' 63 60+00 61 62 6 O O N ' N L 6 L PRESIDENT ST Y Y ' 6 O O N ' N ' ' L 6 L Y 5 0 Y . ' 1 3 3 1 ' 3 ' 3 D A O R A V E N E G NOTES: 1. PROPOSED DETECTOR LOOPS ARE SHOWN TO MATCH EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL DETECTOR LOOPS LOCATIONS AND CONFIRM ROUTING BACK TO HANHOLE. 2. ANY PROPOSED CHANGES TO THE DETECTOR LOOPS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 3. EXISTING LOOPS BEYOND RESURFACING LIMITS SHALL REMAIN IN PLACE FOR USE IN THE PROPOSED CONDITION. CONTRACTOR 0 10 20 40 SHALL TAKE CARE TO AVOID DAMAGING EXISTING LOOPS OUTSIDE OF RESURFACED AREAS. HORIZONTAL SCALE IN FEET F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS R DETECTOR LOOP REPLACEMENT PLAN 2569 19-00122-00-RS DuPAGE 31 20 suite 200 PLOT SCALE = 40.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT GENERAL STANDARDS DRIVE APPROACH & SIDEWALK RESIDENTIAL APPROACH 1. All Portland Cement Concrete shall conform to Illinois 1. Shall be 5" thick, Portland Cement Concrete, Class SI Department of Transportation Class SI mix. TRANSITION CURB AT INLET OR C.B. 2. 1 1/2" Bituminous Concrete, on an 8" thick aggregate base 2. Where new concrete work meets or abuts any existing concrete structures, the existing concrete 1. A MAXIMUM ADJUSTMENT OF 8" USING 2 (TWO) RUBBER RINGS IS ALLOWED. A MINIMUM OF 1 (ONE) RUBBER RING 3. Brick pavers shall be constructed in accordance with the shall be saw cut to a straight and clean edge and BICYCLE SAFETY GRATE SHOULD BE INSTALLED BETWEEN THE FRAME AND STRUCTURE FOR NEW DEPRESSED CURB, BACK OF CURB manufacturer's specifications. Manufacturer's specifications must be expansion material placed between the new and ADD 1 1/2" LIP ABOVE GUTTER submitted as part of the permit application. existing work. LINE FOR FUTURE RESURFACING. 2. BRICKS ARE NOT PERMITTED FOR ADJUSTMENTS. MUST BE BOLTED 3. Expansion material is also required between new curb and COMMERCIAL APPROACH 3. FOR ROLLED AND/OR BARRIER CURB USE NEENAH R-3010 OR EJIW 7045Z FRAME, 7040M1 GRATE AND new concrete approaches; new sidewalk and new BUTYL MASTIC 1. 6" thick, Portland Cement Concrete, Class SI (Bituminous is not 7050T1 CURB BACK OR US FOUNDRY 5132. concrete driveways; and new curb and new sidewalk. MAXIMUM APPROACH SLOPE IS permitted) 1 1/2"/FT. 2.0' 4. ALL JOINTS BETWEEN BARREL SECTION, RISER, AND CASTING SHALL BE SEALED WITH FLEXIBLE BUTYL MASTIC 4. A culvert will be required where the street does not have MONOLITHIC CURB AND GUTTER MINIMUM APPROACH SLOPE IS curb and gutter. 1/4"/FT. SIDEWALK MATERIAL 2-1/4" WIDE AND 3/8" THICK OR ENGINEER APPROVED SUBSTITUTE. MORTAR IS NOT ALLOWED. ONE PIECE 3" 2' MIN. 5. Replacement of barrier curb and gutter with depressed 1. 4" thick, Portland Cement Concrete on a compacted crushed MINIMUM PRECAST 5. THE GRATE SHALL BE A BICYCLE SAFETY GRATE. curb and gutter to be with a single pour. Gutter shall be See Note 6 aggregate or bank run gravel base. CONCRETE STRUCTURE a minimum of 8" thick. ** 12" MIN. 6. REFERENCE: STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, MAY 1996, SLO 2. 5" thick through Residential Approaches PE TO DRAIN SECTION 33. 6. Wire mesh is not required. - COVER OVER CULVERT SHALL BE A 4" MIN. CONCRETE BASE MINIMUM OF 5" OR 1/2 CULVERT 3. 6" thick through Commercial Approaches 7. ANY SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. 7. Pea gravel is not allowed as fill or base material. DIAMETER, OR WHICHEVER IS LARGER. 4. Walk shall be no lower than the centerline of the street. 3" SAND CUSHION 8. All curb replacements shall be a minimum of 5' in length. - MINIMUM CULVERT SIZE: 10" DIAMETER. 8. 2' INSIDE DIAMETER TO BE USED AT END OF PIPE RUN ONLY. IN ALL INSTANCES WHERE 2 OR MORE PIPES ENTER 5. The sidewalk shall have scored transverse joints at equal spacing not OR EXIT C.B., 4' INSIDE DIAMETER STRUCTURE MUST BE USED. FLARE: 3' ON MINOR STREETS; 6' ON ARTERIAL AND COLLECTOR STREETS. to exceed five (5) feet or less than four (4) feet. FLARE TO COMMENCE A MINIMUM OF 7' FROM THE BACK OF CURB. 9. MINIMUM PIPE DIAMETER IS 12" ON 2' STRUCTURE. PR 6. The maximum transverse gradient of a sidewalk shall not exceed two OP ERT (2) percent. Y L INE 10. ANY NEW FRAME BACKS MUST HAVE STAMPED FISH SYMBOL PER NPDES REQUIREMENTS. * 28' MAXIMUM WIDTH FOR THREE CAR GARAGE. 7. The maximum gradient of a sidewalk shall not exceed eight (8) percent. MA TCH S EX IDE IST WA ING TRANSVERSE EXPANSION JOINT EVERY 40' MINIMUM. LKS When an existing manhole or b-box falls within the sidewalk, box the sidewalk square 24 ' MA FLARE: 15' RADIUS XIM with expansion material. UM HYDRANT 30 OR RE ' M SID AXI EN MU LIGHT STANDARD TIA M ALL SIDEWALK IS L OR NORMALLY PLACED 1' Public sidewalk to be ramped at intersection ONE PIECE 2' MIN. TRAFFIC SIGNAL OUTSIDE THE with curb. Barrier curb to be replaced with PRE-CAST REINFORCED PROPERTY LINE. depressed curb. (In accordance with ADA). * CONCRETE CO *See IDOT Highway Standard 606001. 8" 6" MM M 5' 3' MIN. SECTION. ER INIM 4 1/2' GUTTER OR FLOW LINE CIA DIS UM L TAN CE INLET M INIM SAW CUT AT CURB UM DI MIN. OF 8" THICK STA 2" NC E B6.12 CURB AND GUTTER 20' TOP OF CURB MINIMUM DISTANCE OF 30' ON RESIDENTIAL LOT. MINIMUM DISTANCE OF 100' ON COMMERCIAL LOT. * (REFERS TO APPROACHES ON SAME PARCEL) MAXIMUM OF 2 APPROACHES FOR A SINGLE PARCEL. SAW CUT AT CURB BARRIER CURB AND GUTTER TYPE B 6.12 1" 6" R = 1.0" 12" 6" SLOPE 0 .75" PER FO OT 1.5"* LINE OF DEPRESSED CURB T = THICKNESS OF PAVEMENT T 1 * = 2" AT ADA RAMP LOCATIONS 6" 6" NOTE: T/2 1. TWO NO.6 STEEL DOWEL BARS WITH CAPS TO BE USED AT ALL EXPANSION JOINTS 100 ft. INTERVALS. 2. CONSTRUCTION JOINTS AT 25 ft. INTERVALS. DOWEL BARS AT EXPANSION 3. THREE 3/8" RE-BARS AT ALL TRENCH CROSSINGS. BARS TO EXTEND TWO FEET JOINTS BEYOND EDGE OF TRENCH AND HAVE A MINIMUM LENGTH OF 10 FT. 4. THE BASE COURSE WILL BE OF A DEPTH SUFFICIENT TO BRING THE CURB AND TYPE M 3.12 GUTTER TO THE PROPOSED GRADE. 5. THE BASE COURSE LOCATED UNDER THE CURB AND GUTTER WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR COMBINATION 12" 6" CONCRETE CURB AND GUTTER OF THE TYPE SPECIFIED. 1 6. THE HEIGHT OF DEPRESSED CURB ADJACENT TO ADA RAMP LOCATIONS SHALL BE 2". 0.3" SLOPE 7. SEE STANDARD 606001-06. 0.75" PER F OOT 1.5"* LINE OF DEPRESSED CURB T 6" 6" T/2 DOWEL BARS AT EXPANSION JOINTS F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS WHEATON CONSTRUCTION DETAILS R 2569 19-00122-00-RS DuPAGE 31 21 suite 200 PLOT SCALE = 2.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: N.T.S. SHEET 1 OF 1 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT FRAMES AND LIDS ADJUSTMENT WITH MILLING 1 SUB-BASE GRANULAR MATERIAL 4 2 EXISTING PAVEMENT 2 3 36" DIAMETER METAL PLATE PROPOSED CRUSHED STONE AND 4 HMA SURFACE MIX 2 5 EXISTING STRUCTURE 6 FRAME AND LID (SEE NOTES) 3 7 CLASS PP-1* CONCRETE 8 PROPOSED HMA SURFACE COURSE 1 5 9 PROPOSED HMA BINDER COURSE 10 PROPOSED RUBBER ADJUSTMENT RISER RING 12" MIN. 8 9 7 6 7 2 2 10 1 5 7 7 STAGE 1 (BEFORE PAVEMENT MILLING) LOCATION OF STRUCTURES: A) REMOVE A MINIMUM OF 12" OF THE PAVEMENT FROM AROUND THE STRUCTURE. THE CONTRACTOR WILL BE REQUIRED TO KEEP A RECORD OF THE LOCATIONS OF B) REMOVE THE EXISTING FRAME AND LID FROM THE STRUCTURE. THE BURIED STRUCTURES ACCORDING TO THE STATION AND DISTANCE LEFT OR C) COVER THE STRUCTURE OPENING WITH A 36" DIAMETER METAL PLATE. RIGHT OF THE CENTERLINE OF PAVEMENT. UPON COMPLETION OF THE WORK, THE D) BACKFILL WITH CRUSHED STONE AND A MINIMUM 1 1/2" THICK HMA SURFACE CONTRACTOR WILL DELIVER THE RECORD TO THE ENGINEER. MIX APPROVED BY THE ENGINEER. STAGE 2 (AFTER PAVEMENT MILLING) BASIS OF PAYMENT: A) REMOVE THE HMA SURFACE MIX AND CRUSHED STONE. REMOVING FRAMES AND LIDS ON DRAINAGE AND UTILITY STRUCTURES IN THE B) INSTALL THE FRAME AND LID; ADJUST THE FRAME TO ITS FINAL SURFACE PAVEMENT PRIOR TO MILLING, AND ADJUSTING TO FINAL GRADE PRIOR TO PLACING ELEVATION. A MINIMUM OF ONE RUBBER ADJUSTMENT RISER RING SHALL BE USED. THE SURFACE COURSE, WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH C) THE SURROUNDING SPACE SHALL BE FILLED WITH CLASS PP-1* CONCRETE TO THE FOR AS "STRUCTURE TO BE ADJUSTED," OF THE TYPE OF STRUCTURE SPECIFIED. ELEVATION OF THE SURFACE OF THE EXISTING BASE COURSE OR THE BINDER COURSE. THIS WORK WILL NOT BE PAID FOR WHEN DRAINAGE AND UTILITY STRUCTURES ARE * UNLESS OTHERWISE SPECIFIED IN THE PLANS. SPECIFIED FOR PAYMENT AS STRUCTURE RECONSTRUCTION. NEW FRAMES AND LIDS, WHEN SPECIFIED, WILL BE PAID FOR SEPARATELY. THE PROCEDURE EXPLAINED ABOVE SHALL CONFORM TO THE APPLICABLE PORTIONS OF SECTIONS 353, 406, 602, AND 603 OF THE STANDARD SPECIFICATIONS EXCEPT THAT "THE CONTRACTOR SHALL ADJUST THE STRUCTURES TO THE FINISHED PAVEMENT NOTES: ELEVATION NO MORE THAN 5 CALENDAR DAYS PRIOR TO PLACEMENT OF THE FINAL LIFT OF SURFACE UNLESS APPROVED BY THE ENGINEER." EXISTING BROKEN FRAMES AND LIDS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AND SHALL BE REPLACED AS DIRECTED BY THE ENGINEER. REPLACEMENT FRAMES AND LIDS WILL BE PAID FOR IN ACCORDANCE WITH ARTICLE 109.04 OF THE STANDARD SPECIFICATIONS UNLESS A SEPARATE PAY ITEM HAS BEEN PROVIDED. IF THE EXISTING LIDS ARE OPEN, THE FRAME WILL BE ADJUSTED TO THE ELEVATION OF THE MILLED PAVEMENT SURFACE PRIOR TO THE MILLING OPERATION. THE FRAME WILL NOT BE REMOVED AND COVERED BY THE METAL PLATE. THE METAL PLATE USED TO COVER THE STRUCTURE SHALL REMAIN THE PROPERTY OF THE CONTRACTOR. WHEN STRUCTURES ARE TO BE ADJUSTED OR RECONSTRUCTED, THE LOWERING AND RAISING OF THE FRAMES AND LIDS WILLNOT BE PAID FOR SEPARATELY BUT WILL BE INCLUDED IN THE COST OF THE CORRESPONDING PAY ITEM. F.A.U . TOTAL SHEET USER NAME = maciejk DESIGNED - REVISED SECTION COUNTY thomas engineering group, llc RTE. SHEETS NO. 762 shoreline drive DRAWN - REVISED - STATE OF ILLINOIS WHEATON CONSTRUCTION DETAILS R 2569 19-00122-00-RS DuPAGE 31 22 suite 200 PLOT SCALE = 2.0000 ' / in. CHECKED REVISED aurora, illinois 60504 - - DEPARTMENT OF TRANSPORTATION CONTRACT: 61G25 s e r v i c e a t t h e h i g h e s t g r a d e R phone: 855-533-1700 PLOT DATE = 12/19/2019 DATE - REVISED - SCALE: N.T.S. SHEET 1 OF 1 SHEETS STA. TO STA. ILLINOIS FED. 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