Laserfiche WebLink
2 0 56 7 a 1 II 11 12 13 14 <br /> RAILROAD CROSSING PLAN VIEW 1....WORK,WORK PRACTICE MO MATERIALS SHALL COMPLY WITHNL a e+I IIB Iml ��' <br /> --- _ 0 [4A #9A BSII®FOR <br /> T -.. - ----- APPLIUIBIE STATE AND FEDERAL SAFETY GUDEUNES,OCCUPATION. <br /> NTAL REGLIUTIONS.AND ATS0 NEPA AND ANSI <br /> 711E- , 2I % _.:..�-) Ir � CODES AS APPLICABLE HEALTH AND EAUWORK INSIDE ACOIF DIVE SPACE SUCH AS '°`°`T"J° <br /> 4 j• <br /> _ COORDINATEDMARIDLES OR OTHER WITH THE DI UNDERGROUND <br /> OWNESTRUCTURES. <br /> i <br /> AM)ALL WORKER SAFETY <br /> 'JIFNTUL EXCAVATION - I LROSSING S 90 41� REQUIREMENTS STRICTLY ENFORCED. <br /> N'INNO NSTALIATION. - � 2.ALL EXCAVATED MATERIAL SINN.BE REMOVED FROM PROJECT AREA A <br /> ..7.3.EXCAVATION. k 1ti + PIPe� ! AID DISPOSED OF BY THE CONTRACTOR YAM ALL PERMITS. <br /> ' CM 301051.38'5 0 • PER14SKKD6 AND LOCATIONS PROVIDED BY THE CONTRACTOR. <br /> •S& Edo B8'66"56 69'5, 3131ANCE-ROM(:Ale IU-wISII.vO SEVitR <br /> 3.NO EXCAVATED MATERIAL MAY BE STORED WITHAL RAILROAD RIGHT O <br /> •_._._ Hi V:_VSI lr,,..l.- I ♦ WAY. <br /> • <br /> a • , r _I <br /> ' -- - 4.TIE CONTRACTOR SHALL REPLACE ITEMS REMOVED OR DAMAGED <br /> '63' F DURING CONSTRUCTION ACTIVE'ES WITH NEW N KID ITEMS. <br /> '203 5 •� '3r 33 5.SEEDING SHALL BE ACCORDING TO SECTION 250 OF THE STANDARD <br /> ali <br /> 31 <br /> SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION PUBUSIED BY • <br /> ,... C - _ r',' �I- _ _ �I�_ _ _ - TRE ILLINOIS DEPARTMENT OF TRANSPORTATION.SEED MIXTURE SHA'. <br /> \, $$ _ _ SS _ SS -•• SS _11 _ cn�_�_ _ _ 7$$ _ _ SS _ _ $$ BE TYPE t,OR ttEZAFVAT HN 10 FEET OFAPUBIIO STREET <br /> 1 1 1 1 I >Im I I sm I 7•� N. 6.MERE THE HANDLE IS INA PAVED AREA THE REPTACELEHT SHALT <br /> 31- - ZAO I • INCLUDE THE PAVEMENT IESTORATON N ACCORDANCE WITH THE CITY <br /> OF DECATUR STANDARD#1050.DRIVEWAY AND PAVEMENT PATCHING AS <br /> _•R .. M MARTIN lU1FER KING JR F%-. I ( a SHOWN ON THE PROJECT PLANS.CONCRETE USED N SURFACE <br /> RESTORATION SHALL DEN ACCORDANCE WITH TABLE I OF SECTION 1020 <br /> •' POI LN I IAL LAC., >. _•'" OF THE DOT STANDARD SPECIFICATIONS <br /> FOR INNG b1STN � C <br /> � - <br /> _ ,r T N . - I I °a9A3'EXGV I , T.ALL YORK TO TAKE PLACE IN MACON COUNTY.DECATUR a 'NOW <br /> THE <br /> g SHALL BEGIN 203 FEET NORTH OF THE NORTHERN DOUNDARY OF <br /> YES., • - ...., y SECTION M TO 197 FEET SOUTH OF THE NORTHERN BOUNDARY OF <br /> RAILROAD RKJIIT OF WAY § <br /> • <br /> SECTION 14 <br /> GIS TAX MAP) SOU HERNBTNBCEA SECTG SPECIFICATIONS <br /> EMAREMENTS OF NORFQK <br /> I y tMACONCOONTY <br /> • If M <br /> ,( ' W 9. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ® D <br /> -I I�� • <br /> . ACCORDANCE WITH APPROVED AMERICAN RAILWAY ENGNEERNB AND <br /> 3 - -1 f- µyHTENANCE OF WAY ASSOCIATION SPE61GTONS FOR PIPELINES 1 HOPoZGNTAI SCALE <br /> = { , I I CONVEYING FLAMMABLE ANO HINF'AME IIaDTANCE9- <br /> f 10 BLASTING NOT PERMITTED <br /> _- II NEAREST P'6LIC DOT NUMBER IS 47910313 <br /> VERTICAL SCALE <br /> RAILROAD CROSSING PROFILE VIEW E <br /> 21.0 <br /> � i-- 32.S7 RAnRMORIGHTO WAV f 6135 PIPE CROSS-SECTION VIEW <br /> 8.4o ' RAILROAD RIGHT OF WAY 1 -,J 140 --I 14.0 J IR 17.116 _ F,RAIniT A,RC," <br /> I ! RAI RCiAU TRACKS <br /> (ft <br /> MH "5-.Nil . <br /> 675 ..__W 4PM___. - __-___.__ _.____-- (/. - -_ - --_____ _. 0T5 675 F <br /> - - ��' 203°.- -/.A------1 I \ 197-0 I `, <br /> 11 + <br /> = 070 I I 4 670 DEPTH BETWEEN <br /> DEPTH BETWEEN RAIL MD TOP OF SEWER•12.5 FTS I` 670 RAIL AND TOP OF <br /> THEORETICAL R R I. SEWER-12.6 FT <br /> _ / 1 EMBANKMENT LINE, M <br /> THEORETICAL RR I 2:1 SLOPE FOR PERMITTING O <br /> EMBANKMENT UNE, I 1 i 665 <br /> 665 _ / <br /> F :ISLOPE� I l FLOW <br /> 665 ' PURPOSES ONLY <br /> _201E 3 SHORING <br /> N! <br /> BURNS <br /> MR / t \ -- --- • Sao SSo Y ....N.M DONNELL <br /> EXISTING 0734W BRIO1 SEWER TO BE <br /> OUSTING T1M48'BRICK(SEWER TO BE LINED LINED MEETING EEO EIXREIENTS 100 Al ADAMS ST SJITE 2700 <br /> /- -I I '� <br /> CMCAOO IL 50BAT <br /> I <br /> CIDP THICKNESS•1Y!WHICH EXCEEDS EEO ZONE 2 SHORING ZONE12 SHORING 655 SM-72142e M <br /> 0!d LOADING REQUIREMENTS I I / 555 0.10 0.20 0.30 0.40 0.50 000 0.70 0 <br /> ZONE 1 SNORING ZONE I SHORING-1 tleY <br /> 850 I I I1I I , esu/ 1 r I WIPE CROSS-SECTION <br /> CIN AT RAILROAD EXHIBIT A - - <br /> • GROSSING.FACING SOUTH <br /> 20.20 2040 2000 200.60 21.00 21.20 21.40 21H0 21.60 22.40 22.20 220.0 22.60 22H0 2300 23.20 23.40 23.50 23.80 20.00 24.20 24.40 6 Pages <br /> }' Norfolk Southern Railway Company <br /> AccompronTog Agreement With <br /> SS City of Decatur <br /> 1 <br /> i Activity Na: 1337093 RS.: 19788,-35Miaow Midwest RS.: <br /> Teat: D-375.64 <br /> Val See: SD Map 24 <br /> Clq: Decatur Comity Macon <br /> p Slate: Illinois <br /> g Lal: 39.847606 Long: -88.949636 <br /> e1 All work Io De performed In ,O.Ltance <br /> p 1 with the Idlest app. NONOIA Southern <br /> [g NSCE-4 and NSCE-8 Spec:6calans <br /> IBLASTING NOT PERMITTED DATED 07/06/1026 <br />