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1 2 3 4 5 6 T 6 9 10 11 12 13 14 <br /> RAILROAD CROSSING PLAN VIEW <br /> NOTES- of VI�I�I ISSUED <br /> 1 ALL GOOLE.TATE PRD FEDE AND AFETY GUELALL OCCU WITH ALL <br /> _ APPLICABLE STATE AND FEDERAL GUIDELINES.OCCUPATION, Pip <br /> - - - --- -, 1 �t • • HEALTH AND ENVIRONMENTAL REGULATIONS.AND ALSO NEPA AND ANSI <br /> I CODES AS APPLICABLE.ALL WORK INSIDE A CONFINE)SPACE.SUCH AS <br /> 47500 FT FAST TO RR MILEPOST 976 4. MANHOLES OR OTHER UNDERGROUND STRUCTURES,SHALL BE <br /> NEAREST POTENTIAL NORFOLK SOUTHERN . COORDINATED WITH THE UTILITY OWNER.AND AU.WORKER SAFETY <br /> EXCAVATION FOR LINING RIGHT OF WAY CENTERMOST TRACKco <br /> REQUIREMENTS STRICTLY ENFORCED. <br /> INSTALLATION.61/6,3. INTERSECTS PIPELINE AT: I NEAREST POTENTIAL <br /> EXCAVATION. LAT-39.64700 (I EXCAVATION FOR LINING - 2.ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM PROJECT AREA <br /> LONG:26.9106 ®, INSTALLATION.61613' AND DISPOSED OF BY THE CONTRACTOR.WITH ALL PERMITS. <br /> ®' - I _EXCAVATION PERMISSIONS AND LOCATIONS PROVIDED BY THE CONTRACTOR <br /> --__ _ _ - I EXISTING JT RCP ®, _` <br /> TO BE LINED '' 3.NO EXCAVATED MATERIAL MAY BE STORED WITHIN RAILROAD RIGHT OF <br /> • <br /> ®' -f WAV. <br /> -. EZ.Iti 21 M u - 4.THE CONTRACTOR SHALL REPLACE ITEMS REMOVED OR DAMAGED <br /> RING <br /> ACTIVITES WITH NEW <br /> N KIND <br /> • <br /> --_-_t_" -:-- - - -__ -. -41/ <br /> - 3 _ Ii. Ti"-_-4� -�--+. © � - _ 7,1,--'- <br /> -` SUSEEDINGGSSHAL BE CONSTRUCTION <br /> TO SECTION 1250 OF THE STANDARD <br /> • N JASPEtT ST ..3020 '"••-- -- _•� ---- __ BRIDGE SEED PUBLISHED <br /> SHALLBY• , . S- THEILLINOISDEPARTMENT OF TRANSPORTATIOND MIXTURE I.. ,.., SEWMX ER, <br /> - BE TYPE I,OR TYPE 2A IF WITHIN 10 FEET OF A PUBLIC STREET. <br /> 7 .. . .4 • � ' <br /> f• EXISTING 3'%11'SEWER,TO BE 6.WHERE THE MANHOLE IS ON A PAVED AREA,THE REPLACEMENT SHALL <br /> 'I. CLEANED AND PATCHED AS NEEDED INCLUDE THE PAVEMENT RESTORATION IN ACCORDANCE WITH THE CITY <br /> OF DECATUR STANDARD 01050.DRIVEWAY AND PAVEMENT PATCHING AS <br /> SHOWN ON THE PROJECT PLANS.CONCRETE USED IN SURFACE <br /> NORFOLK SOUTHERN RIGHT OF WAY(SO1RCE:: RESTORATION SHALL BE IN ACCORDANCE WITH TABLE 1 OF SECTION 1020 <br /> - UN <br /> MACON COUNTY GIS 2126 TAX PARCEL MAP) - t OF THE DOT STANDARD SPECIFICATIONS. <br /> 11 <br /> .. a ].CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK <br /> SOUTHERN'S NSCE-8 SPECIFICATIONS. <br /> • <br /> - S.PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN <br /> ACCORDANCE WITH APPROVED AMERICAN RAILWAY ENGINEERING AND <br /> -.:..• .. ' MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR <br /> CONVEYING FLAMMABLE AND NON-FLAME SUBSTANCES PIPELINES <br /> .,II - 9.BLASTING NOT PERMITTED. � � <br /> WALE IN FEU <br /> •� -. HORIZONTAL AI'AIF <br /> ... . ''X •- . <br /> 10.SEWER CROSSING ANGLE LISTED IN DEGREES AT EACH TRACK <br /> - - CROSSING <br /> PIPE CROSS-SECTION VIEW <br /> 675 -- 675 SCALE Pane,. <br /> { I VERTICAL SCALE <br /> - { RAILROAD TRACKS <br /> 670 <br /> _i _-s____ X _____-_-R_ ___�-'_ ____i_-__- _� 610 <br /> CENTERLINE 065 N <br /> I RAILROAD CROSSING PROFILE VIEW RAILROAD BRIDGE WALLS <br /> 41 <br /> r • ._ <br /> 860 r N- NORFOLK SOUTHERNni <br /> 11 D1X'`ID 'I CENTER I TRACK 680 <br /> - RAILROAD TRACK TRIGHTT OF WAV 605 665 <br /> RIGHT OF WAV / CENTERLINE <br /> 075 - - I� _. ' -__. ___ --- - _-____�- -. _-- __- - 875 _15 FT EXISTING <br /> STING CO <br /> • ROADWAY <br /> --- ..... _._ _... 670 660 660 <br /> wa I-r" • i <br /> '�DEPTHBETWEDN RAI AND TOP OF SEWER-,5 FT BRIDGE ABUTMENT - <br /> 866 • <br /> ' } 1 J l ._._ 665 : .mi. <br /> ..._-.. - BRIDGE ABUTMENT ---_ ' <br /> - I r I� NO EXCAVATION 201E MH 3619 655 - j 655 <br /> MH 1942 I - , EXISTING <br /> rnB ..._....__.... . _. _ --_.._ _. - ._..._ _. MH 19418 ...____._____- MN 3BY .__ EXISTING ROADWAY } - 660 3'X11' <br /> — — /` f • SEWER FOR PERMITTING <br /> e� • <br /> r BRIDGE PER w �D PURPOSES ONLY <br /> EXISTING 30'RCP SEWER TO BE LINED RTIOG E RED <br /> I <br /> ..--- <br /> FLOW r SEWER 708E UNE) FOOTING EL.650 <br /> FLOW <br /> e16 — <br /> dso X -. -- _-_ -. cIPPTHIcIwEss=9n•wHlcll _ _..._.._ __...____ ._ .. --.- -- -..__ 650 645 `BMRDON <br /> HELL <br /> EXCEEDS E-011 LOADING \ J f THEORETICAL <br /> REQUIREMENTS �RAIIROAD 645 • 1 1:15LOPE <br /> • A l / \ / \ 2 \ / \ \/ EMBANKMENT LINE. - 200 W ADAMS ST SUITE 2700 <br /> CHICAGO,IL 60657 <br /> MO I/ , \/ ` `\ / \/ \ J/ . \ . / \ 2:1 SLOPE I Bb I MO <br /> 610630-724200 <br /> 0.00 0420 000 0060 010 1400 1420 1440 1+80 1480 2+00 2420 2440 2060 2.80 3400 3+20 3040 320 3+00 4+00 4420 4040 080 4+00 5400 5.20 500 6480 5+00 6400 6420 8+40 date daMrbd <br /> DECEMBER 2025 B.WETHER <br /> EXHIBIT A 635 1 l 63509.6.148 '~ai0d <br /> l 0.10 0.20 0.30 000 0+50 0+80 C API(ER PST.Al1BYN <br /> Page <br /> Norfolk Southern Railway"Company PIPE CROSS-SECTION AT RAILROAD <br /> CROSSING,STA.2+10.FACING SOUTH _ <br /> Accompanying cement With <br /> S City of Decatur <br /> tli 0 <br /> § Activity No.: 1339414 U.S.: 19807 To 76 <br /> Division: Midwest Mlle Post: D-37509icor.,,,,Ihno, <br /> 1 Val See: SD STOP No.: 24 <br /> County: Macon BROADWAY AND JASPER SEWER REHAB <br /> Cllr. Decatur CIVIL <br /> State: ��� iNORFOLK SOUTHERN RAILROAD CROSSING 1 <br /> 1 Lat: 39.8478 Lo : -80-9405 P' 197449 I d <br /> 1 drawing <br /> 9All work 10 Sc performed I1 accoIdanEe C503 — 0 <br /> With the latest approved Norfolk Southern <br /> NSCE-4 and NSCE-8 Specifications I Shoal d Nr.M <br /> Y RR CROBSINOS.DN\i <br /> BLASTING NOT PERMITTED DATED 0UI03/2024 <br />