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HomeMy WebLinkAbout20191174 Ver 1_401 Application (Original Submission)_20190904Staff Review Does this application have all the attachments needed to accept it into the review process? r Yes r No ID#* Version* 1 20191174 Is this project a public transportation project?* r Yes r No Is this a DOT r Yes r No project?* Reviewer List:* Select Reviewing Office:* Submittal Type:* 401 Application Joanne Steenhuis:eads\jhsteenhuis Wilmington Regional Office - (910) 796-7215 Does this project require a request for payment to be sent? * r Yes c: No Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: r New Project r Pre -Application Submittal r More Information Response r Other Agency Comments r For the Record Only (Courtesy Copy) r Stream or Buffer Appeal New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do not have the expectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an existing project. Project Contact Information Name: James J Rerko, PWS Who is subrritting the information? Email Address: jjrerko@ncdot.gov Project Information Project Name: 15406.1026112 Bridge 260061 over Cross Creek along 1-95BUS / US 301 Is this a public transportation project? r• Yes r' No Is the project located within a NC DCM Area of Environmental Concern (AEC)? C Yes (-- No r' Unknown TIP#: WBS#: 15406.1026112 (Applies to DOT projects only) County (ies) Cumberland Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach document D00090419-09042019094103. pdf 781.55KB Only pdf or lqm files are accepted. Describe the attachments: Scour as the result of Hurricane Florence has eroded the earthen material under the bent pedestals along Cross Creek. The necessary repair consists of installing rip -rap stone to protect the structure. In order to access the work area, a Temporary Rock Causeway will be installed. The Rock Causeway will be underlaid with Type #2 Geotextile fabric with Class II Rip -rap and Crane Mats. Upon completion of the repair, all material for the Rock Causeway will be removed and the Temporary Construction Access will be stabilized. V By checking the box and signing box below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act) • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the online form." Signature: Submittal Date: September 4, 2019 Is filled in actor atically. 23t50 tZ ENO BEGIN FRONT SLOPE STA. 23+76.86 -L- ELEV. 943.876 100 .......... .... .... 90 ... �- EL. 93.0 ao �o r is F TO NC 24/210 STA. .T 24+00 24+50 25+00 25+50 26+00 26+50 -1.0090% n +0.3000% +0.3000% 2�s -0.7172% 5'-1"TO LIMITS OF P.I.= 22+50.00 -L- P.I.= 28+20.00 -L- ELEV.- - ELEV.95.22 UNCLASSIFIED STRUCTURE VC = 328' 8' VC z 210' EXCAVATION (TYP.) SPAN A GRADE DATA SPAN B GRADE DATA FIX END BENT No.1 FILL FACE I tZ END BENT No. 1 DATE : 12111 I '• I 1-JI EXCAVATE EL. 83.0+- S II RAP (TYP.) 'LASS II RIP RAP L FIX FIX II II II I I II II 1 I I HIGH WATER I I EL. 51.3 I I 1 I 1 I II = I I NORMAL WATER I I ••• SURFACE EL. 31.6 , •--^"..... '- �l J EL, 42.D! EL. 30.0± EL. 3' ^' EL. 33.0 is BENT No.I Qppt1 Eu��L SECT IL1P 12AP1Eo1°>a SECTIONS THRU END W.P. "2 STA. 25+05.00 -L- X I 1 I I II I I I I I I 1, I I I I I •• rl rl II II II II TEMP, SHORING I I (ROADWAY PAY I I ITEM & DETAIL) I 1 I (TYP.) I I I I II II ESTIMATED QUANTITIES Bridge #61 Sta. 25+55.0 Plain Rip Rap Class II Plain Rip Rap Class I Tons Tons Bent No. 1 1000 100 11 II II II II 11 II II II II II II II II II II II II II IJ E� ARE AT RIGHT ANGLES BENT No.2 CONTROL LINE 6 II \ II \ II II II II BRIDGE IDENTITY I STA. 25+55.00 -L- I I IJ If � Illull' , II IJ 330'-0"(FILL FACE TO FILL FACE) / I I PLAN (PILES,COLUMNS AND FOOTINGS NOT SHOWN FOR CLARITY) EL. 45.0. PP 16 STEEL (TYP. CO 27+00 SPAN C 1' EARTH I -I EL. B5.0a II —� I I I I •' I EXCAVATE TO E I I I;' EL. 76.Ot I,•f 1' 1 t-J 1'/2:1 SLOPE NORMAL TO CAP (TYP.) CLASS II RIP RAP 10"r"AY CwAse (').r orb.l Cn.ne Awls Trpt 8 N4 G•�RipPie II II II II II 90°-00'-00" I I (TYP.) II II I I 1 I I I I EXISTING IJ SUBSTRUCTURE (TYP.) FILL FACE (D END BENT N0.2 STA. 27+20.00 -L- G.P. EL. 94.919 FI% BEGIN FRONT SLOPE P,) STA. -L- G.P. EL. L.94.952 -94. F `-APPROX. NATURAL EL. 94.0*- GROUND LINE I II 1-J HP 12 X 53 STEEL PILES (TYP.M UNCLASSIFIED STRUCTURE END BENTS) ® EXCAVATION (SEE NOTES) '�1aVU .4 END APP, SLAB STA. 27+44.17 -L- TO SR 1728 ENT No.2 PROJECT NO. 1064--1s26 11- CUMBERLAND COUNTY STATION: 25+55.00 -L- 51.1E v "I. W."A DEPARTMENT OF TRANSPORTATION MESW GENERAL DRAWING FOR BRIDGE OVER CROSS CREEK ON I-95 BUS. LOOP & US 301 BETWEEN NC 24/210 AND SR 1728 S-2 DRAWN BY CNECKEO BY