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Home My WebLink About20140158 Ver 1_Application_20140217 Page 1 of 10 PCN Form – Version 1.3 December 10, 2008 Version Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Bridge # 419 2b. County: Randolph 2c. Nearest municipality / town: Asheboro 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 17BP.8.R.19 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 2 of 10 PCN Form – Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: Art C. King, DEO 4c. Business name (if applicable): NCDOT Highway Division 8 4d. Street address: 902 North Sandhill Blvd 4e. City, state, zip: Aberdeen NC 28315 4f. Telephone no.: 910-944-2344 4g. Fax no.: 910-944-5623 4h. Email address: acking@ncdot.gov 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 3 of 10 PCN Form – Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: 35.746833 Longitude: - 79.791174 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Haskett's Creek 2b. Water Quality Classification of nearest receiving water: Class; C 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Bridge is a on secondary road in an rural/urban transition area 3b. List the total estimated acreage of all existing wetlands on the property: NA 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 71 ft. 3d. Explain the purpose of the proposed project: to replace a deficient, outdated bridge with a new safer structure. 3e. Describe the overall project in detail, including the type of equipment to be used: To replace the existing bridge with a new structure which will completely span the existing channel. Equipment used: Track Loader, Tire loader, Dump truck , Crane, Backhoe. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documen tation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. Page 4 of 10 PCN Form – Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) W1 P T NA Yes No Corps DWQ W2 P T Yes No Corps DWQ W3 P T Yes No Corps DWQ W4 P T Yes No Corps DWQ W5 P T Yes No Corps DWQ W6 P T Yes No Corps DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P T relocation UT of Hasketts Creek PER INT Corps DWQ 2-3ft 71 ft S2 P T PER INT Corps DWQ S3 P T PER INT Corps DWQ S4 P T PER INT Corps DWQ S5 P T PER INT Corps DWQ S6 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 71 ft 3i. Comments: relocation is needed to accommdate widening of the bridge to meet current safety standards. Page 5 of 10 PCN Form – Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T NA O2 P T O3 P T O4 P T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 NA P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T NA Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: Page 6 of 10 PCN Form – Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. relocation of a limited legnth of adjacent stream channel to accommodate bridge widening. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. relocation of a limited legnth of adjacent stream channel to accommodate bridge widening. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 71 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): NA square feet 4e. Riparian wetland mitigation requested: na acres 4f. Non-riparian wetland mitigation requested: na acres 4g. Coastal (tidal) wetland mitigation requested: na acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 10 PCN Form – Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 10 PCN Form – Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 33 % 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No 5b. Have all of the 401 Unit submittal requirements been met? Yes No Page 9 of 10 PCN Form – Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 10 of 10 PCN Form – Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? On site survey by NCDOT staff, SDV natural heritage data (esri) review 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? SDV natural heritage data (esri) 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NCDOT staff and SHPO review 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? 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GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01. GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. END BENTS: THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. 2012 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.03 Method of Clearing - Method III 225.02 Guide for Grading Subgrade - Secondary and Local DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation DIVISION 4 - MAJOR STRUCTURES 422.11 Reinforced Bridge Approach Fills - Sub Regional Tier DIVISION 6 - ASPHALT BASES AND PAVEMENTS 654.01 Pavement Repairs DIVISION 8 - INCIDENTALS 806.01 Concrete Right-of-Way Marker 840.20 Frames and Wide Slot Flat Grates 840.27 Brick Grated Drop Inlet Type ’B’ - 12" thru 36" Pipe 840.46 Traffic Bearing Precast Drainage Structure 840.66 Drainage Structure Steps 846.04 Drop Inlet Installation in Shoulder Berm Gutter 862.01 Guardrail Placement 862.02 Guardrail Installation 862.03 Structure Anchor Units 876.01 Rip Rap in Channels 876.02 Guide for Rip Rap at Pipe Outlets 876.04 Drainage Ditches with Class ’B’ Rip Rap INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARDS STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 1025 Wade Avenue Raleigh, NC 27605 Tel:919-789-9977 Fax:919-789-9591 License: C-2197 E N G I N E E R I N G & C O N S T R U C T I O N INDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS 1-B CONVENTIONAL SYMBOLS 1-C SURVEY CONTROL 2 PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND WEDGING DETAILS 3 SUMMARY OF QUANTITIES 3A DRAINAGE SUMMARY 3B EARTHWORK SUMMARY, GUARDRAIL SUMMARY, PAVEMENT REMOVAL SUMMARY 4 PLAN SHEET 5 PROFILE SHEET TMP-1 THRU TMP-3 TRAFFIC MANAGEMENT PLANS SP-1 OFF- SITE DETOUR SIGN DESIGN EC-1 THRU EC-4 EROSION CONTROL PLANS X-1 THRU X-4 CROSS-SECTIONS S-1 THRU S-14 STRUCTURE PLANS UC-1 THRU UC-5 UTILITY CONSTRUCTION PLANS 6 / 2 1 / 0 0 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINACOMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO. 3 3 : 2 2 : 0 5 P M $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ j a r e d . m e d l i n NUMBER ITEM NUMBER SECTION DESCRIPTION QUANTITY UNITNUMBER ITEM NUMBER SECTION DESCRIPTION QUANTITY UNITNUMBER ITEM NUMBER SECTION DESCRIPTION QUANTITY UNIT JCM 06/28/13 17BP.8.R.19 NUMBER ITEM NUMBER SECTION DESCRIPTION QUANTITY UNITNUMBER ITEM NUMBER SECTION DESCRIPTION QUANTITY UNITNUMBER ITEM NUMBER SECTION DESCRIPTION QUANTITY UNIT 5836000000-E 5835700000-E 5828000000-N 5804000000-E 5802000000-E 5801000000-E 5782000000-E 5781000000-E 5776000000-E 5775000000-E 5691500000-E 5691300000-E 5678600000-E 5672000000-N 5325800000-E 4810000000-E 4589000000-N 3656000000-E 3649000000-E 3270000000-N 3215000000-N 3150000000-N 3030000000-E 2556000000-E 2364200000-N 2286000000-N 1575000000-E 1525000000-E 1498000000-E 1489000000-E 1220000000-E 0366000000-E 0318000000-E 0196000000-E 0134000000-E 0050000000-E 0043000000-N 0318000000-E 0030000000-N 0000100000-N 1540 1540 1530 1530 1530 1530 1525 1525 1525 1525 1520 1520 1515 1515 1510 1205 SP 876 876 SP 862 862 862 846 840 840 620 610 610 610 545 310 300 270 240 226 226 300 SP 800 24" ENCASEMENT PIPE, 0.250" THICK 16" ENCASEMENT PIPE, 0.250" THICK REMOVE UTILITY MANHOLE ABANDON 12" UTILITY PIPE ABANDON 10" UTILITY PIPE ABANDON 8" UTILITY PIPE UTILITY MANHOLE WALL, 5’ DIA UTILITY MANHOLE WALL, 4’ DIA 5’ DIA UTILITY MANHOLE 4’ DIA UTILITY MANHOLE 12" SANITARY GRAVITY SEWER 8" SANITARY GRAVITY SEWER 8" LINE STOP RELOCATE FIRE HYDRANT 8" WATER LINE PAINT PAVEMENT MARKING LINES (4") TRAFFIC CONTROL GEOTEXTILE FOR DRAINAGE RIP RAP, CLASS B GUARDRAIL ANCHOR UNITS, TYPE 350 GUARDRAIL ANCHOR UNITS, TYPE III ADDITIONAL GUARDRAIL POSTS STEEL BEAM GUARDRAIL SHOULDER BERM GUTTER WIDE SLOT FLAT GRATE, 840.20 MASONARY DRAINAGE STRUCTURE ASPHALT BINDER FOR PLANT MIX ASPHALT CONC SURFACE COURSE, TYPE SF9.5A ASPHALT CONC INTERMEDIATE COURSE, TYPE I19.0B ASPHALT CONC BASE COURSE, TYPE B25.0B INCIDENTAL STONE 15" RC PIPE CULVERTS, CLASS III FOUNDATION CONDITIONING MATERIAL, MINOR STRUCTURES GEOTEXTILE FOR SOIL STABILIZATION DRAINAGE DITCH EXCAVATION SUPPLEMENTARY CLEARING & GRUBBING GRADING FOUNDATION CONDITIONING MATERIAL, MINOR STRS BRIDGE APPROACH FILL-SUB REGIONAL TIER, STATION -L- STA. 13+20.00 MOBILIZATION 64 70 1 54 98 482 22.5 0.9 2 1 193 130 2 1 335 1,400.0 1 314 54 4 4 5 25 54 2 2 35 160 180 330 100 72 8 50 25 1 1 140 1 1 LF LF EA LF LF LF LF LF EA EA LF LF EA EA LF LF LS SY TON EA EA EA LF LF EA EA TON TON TON TON TON LF TON SY CY ACR LS TON LS LS 8763000000-E 8657000000-N 8622000000-E 8608000000-E 8505000000-E 8391000000-N 8364000000-E 8217000000-E 8210000000-N 8182000000-E 8121000000-N 8035000000-N 6117000000-N 6114500000-N 6108000000-E 6096000000-E 6093000000-E 6090000000-E 6087000000-E 6084000000-E 6071020000-E 6071010000-E 6042000000-E 6038000000-E 6037000000-E 6036000000-E 6030000000-E 6029000000-E 6024000000-E 6021000000-E 6018000000-E 6015000000-E 6012000000-E 6009000000-E 6006000000-E 6000000000-E SPU-1 5871910000-E 5871900000-E 430 430 876 876 460 450 450 425 422 420 412 402 1675 1667 1665 1662 1661 1661 1660 1660 SP SP 1632 SP SP 1631 1630 SP 1622 1620 1620 1615 1610 1610 1610 1605 SP 1550 1550 3’-0" X 2’-0" PRESTRESSED CONC CORED SLABS ELASTOMERIC BEARINGS GEOTEXTILE FOR DRAINAGE RIP RAP CLASS II (2’-0" THICK) VERTICAL CONCRETE BARRIER RAIL STEEL PILE POINTS HP12X53 STEEL PILES REINFORCING STEEL (BRIDGE) BRIDGE APPROACH SLABS, STATION 13+14.00 -L- CLASS A CONCRETE (BRIDGE) UNCLASSIFIED STRUTURE EXCAVATION AT STATION 13+14.00 -L- REMOVAL OF EXISTING STRUCTURE AT STATION 13+14.00 -L- RESPONSE FOR EROSION CONTROL SPECIALIZED HAND MOWING FERTILIZER TOP DRESSING SEED FOR SUPPLEMENTAL SEEDING FERTILIZER FOR REPAIR SEEDING SEED FOR REPAIR SEEDING MOWING SEEDING AND MULCHING POLYACRYLAMIDE (PAM) WATTLE 1/4" HARDWARE CLOTH PERMANENT SOIL REINFORCING MAT COIR FIBER MAT MATTING FOR EROSION CONTROL SILT EXCAVATION SAFETY FENCE TEMPORARY SLOPE DRAINS FERTILIZER FOR TEMPORARY SEEDING SEED FOR TEMPORARY SEEDING TEMPORARY MULCHING SEDIMENT CONTROL STONE EROSION CONTROL STONE, CLASS B EROSION CONTROL STONE, CLASS A TEMPORARY SILT FENCE BREAKDOWN & REBUILD MANHOLE TRENCHLESS INSTALLATION OF 16" NOT IN SOIL TRENCHLESS INSTALLATION OF 16" IN SOIL 700 1 197 177 140.25 10 150 4,898 1 40.4 1 1 13 10 0.25 50 0.25 50 0.5 0.5 10 50 300 105 400 6510 60 900 200 0.25 50 0.5 75 30 95 525 1 35 35 LF LS SY TON LF EA LF LB LS CY LS LS EA MHR TON LB TON LB ACR ACR LB LF LF SY SY SY CY LF LF TON LB ACR TON TON TON LF EA LF LF 750419_hyd_ec_tsh.dgn 4/15/2013 12:13:08 PM 750419_hyd_ec_02.dgn 4/15/2013 12:14:21 PM 750419_hyd_ec_03.dgn 4/15/2013 12:19:48 PM 750419_hyd_ec_03B.dgn 4/15/2013 12:20:16 PM 750419_hyd_ec_04.dgn 4/15/2013 12:52:15 PM 750419_hyd_ec_05.dgn 4/15/2013 12:55:25 PM � v � � a- � � � p., � _ � � �\ �'�r �~ � M 1� � � � � S; d' V u � ` �. f- . � �1"� Il.. � \,% � (�i �..F r _ �` - "� (!1 f-O! ` � _ � Qiu�C '_ �r., � �- cV ' _. �� /� ��:�� i1� u> w eu � `-,=a N � � V r u, � � � ;» a a tL A.. 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