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Home My WebLink About20140372 Ver 1_401 Application_20140414" Version 1 4 January 9, 2009 ii 401 Oversight/Express Permitting PCN Submittal Checklist ® The application fee (Checks may be made out to "N C Division of Water Resources" 240 00 for 401 Water Quality Certification with minor impacts - $570 00 for 401 Water Quality Certification with major impacts - Express Review Fee (Amount requested on Acceptance Letter) ® Five (5) complete and collated copies of the PCN Application and supporting documentation (instead of providing 5 copies of,the full size plans you may provide two copies of,full size plans along with three copies of 11 X 17 plans) ❑ Stormwater Management Plan (if applicable —see PCN Form Help File Section E) 1) Please provide three (3) copies of the stormwater management plans along with all supporting information pertaining to this project including the following a Entire site development/layout plans delineating all drainage areas,, b Design calculation sheets for all proposed BMP(s) sized for both on -site and off -site drainage, c BMP supplements for each proposed BMP and Required Items Check List (http //portal ncdenr orq /web /Ir /bmp- manual) along with all required items, A A Notarized Operation & Maintenance Agreement,for each stormwater management facility, e Detailed construction drawing sheets shall include (i) Erosion and sediment control plans-, (n) Installation and planting schedules for the proposed BMPs, (iii) Appropriately scaled plan views and cross sectional details of,all BMPs and associated components — inlet and outlet structures; forebay, respective zones and pertinent elevations ❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along with site plans and PCN form 1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to http //portal ncdenr orq /web /lr /bmp - manual) ❑ DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands or streams (if applicable) The following is the most critical of all the information that you must provide The quality and detail of the information will often determine the expeditiousness of the review The following is a checklist of the types of pertinent information required at a minimum- Maps and Plans: Z The most recent version of the 1 24,000 USGS Topographic Map - Please cleanly draw or delineate the site boundaries on the topographic map ® The most recent version of the bound and published County NRCS Soil Survey Map - (required for projects within the ;Neuse River Basin, Tar - Pamlico River ,Basin, Randleman Lake Watershed and the Catawba 'River Basin, also ;recommended for all projects) - Please clearly delineate the site boundaries, etc on the, map 'If ithe delineation obscures any of the features, it is recommended that, a clean copy be provided Copies of the Version 1.4 January 9, 2009 current soil survey and /or soil survey map sheets can be obtained from the local NRCS County Office (http: / /www.nc.nres.usda.gov /). GIS soil layers are not acceptable. ® Vicinity map - Please clearly mark the location and approximate boundaries of the property and project on the map. Please indicate north arrow and scale. Please include applicable road names or State Road numbers. (See cover sheet of drawings.) ® The Site Plan - The most critical map to be provided is the site plan. You must provide full sized plans. The following is the minimum list of plans that are typically needed. ® Pre - construction /Pre- existing conditions - This sheet (or sheets) must include: • All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Topographic contours with elevations • Any existing structures and impervious areas • Existing utility lines and easements • Existing roads, culverts, and other pertinent features • North arrow and the scale (1 ":50' scale is recommended). ® Proposed conditions - This sheet (or sheets) must include: • All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Lot layout (if a subdivision or commercial development is proposed) - lots must be developable without further impacts to jurisdictional and non - jurisdictional wetlands, streams, water features, and State regulated buffers. Building envelopes must be provided when streams, wetlands, riparian buffers, or water features exist on a lot • All built -out structures and impervious cover • Final grading contours with elevations • All utilities and easements (including septic fields on all lots within 100 feet of stream, wetland, or water features - if applicable) • Impacted areas — these should correspond with the Impact numbers listed on your PCN form. ❑ Drainage Plans - Final drainage plans must include the following: • Locations and pertinent elevations and sizes of the stormwater collection system and drainage ways • All inlets and outlets must also be shown with pertinent elevations (All outlets to wetlands must be at a non - erosive velocity, generally less than 2 ft /sec during the peak flow from the 10 -yr storm) • Scaled stormwater BMPs must also be indicated as required by DWR rules and policies • In certain cases (see Section E of PCN form), final stormwater management plans must also be provided (see Stormwater Management Plan Checklist) ® Proposed Impacts - All impacts to jurisdictional and non - jurisdictional wetland, stream, water features, and State regulated buffers must be shown and labeled on the site plans at a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts that will be conducted in or near jurisdictional and non - jurisdictional wetland, stream, water features, and State regulated buffers must be indicated. Please provide cross sectional details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48 inches, and 1 -foot for culverts > 48 inches). Version 14 January,9, 2009 Wetland 'Impacts: ❑ Precise grading and final elevation contours must be provided Existing vegetation and any clearing must be specified ❑ All subsurface utility fines must indicate the location of anti -seep collars Construction detail for anti -seep collars must be provided ❑ Roadway or other crossings of riparian wetlands may require floodway culverts, to maintain existing hydrological conditions ❑ Plans should show that the hydrology of remaining wetlands on the site will be maintained- Stream Impacts: ® Stream impacts must be clearly shown on the plans The centerline as well as the banks of the ,stream must be surveyed or located by GPS for the portion of the stream to be impacted ❑ The inlet and the outlet of all culverts should be aligned with the stream as much as possible Inlet and outlet elevations and streambed elevations should be indicated Any, inlet or outlet protection must be shown and enumerated on the impact map(s) ❑ For bottomles& culvert's or other spans, a, vertical cross section should be provided'that shows the minimum distance from each,span to each stream bank, the stream cross "section, the height of the span above the stream and the minimum distance from the edge of each footer to,each stream bank Additionally, please provide a signed and sealed geotechnical report,of subsurface soils at the proposed bottomless culvert location The report must comply with the Division of Highways — .Guidelines for Drainage Studies and Hydraulic Design, prepared by A L Hankins, Jr, State Hydraulics Engineer - 1999 ❑ Multiple culverts or, sectioned box culverts typically require the use of sills, off- setting or other means to match the cross section of the existing stream (in order to maintain stream stability and provide aquatic life passage) A vertical cross section of the culverts should be shown overlain with the up and downstream stream cross section including the stream flood -prone area ❑ Impacts associated with dam construction must indicate and enumerate all fill associated with the dam footprint, spillway and any bank stream bank stabilization The length of stream impounded must also be indicated "arid enumerated OOF W A t! 99 201 40372 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑ Section 404 Permit Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. 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: El 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 0 No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes 0 No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑ No 2. Project Information 2a. Name of project: Southbrook Sewer Outfall Upsizing 2b. County: Cabarrus 2c. Nearest municipality / town: City of Concord 2d. Subdivision name: N/A -- ---} 2e. NC DOT only, T.I.P. or state project no: Q i 3. Owner Information 3a. Name(s) on Recorded Deed: City of Concord APR 1 3b. Deed Book and Page No. Bk 65 Pg 14 -15 WATER 3c. Responsible Party (for LLC if applicable): w 9 rwwL.,' ararJ 3d. Street address: 26 Union St., South 3e. City, state, zip: Concord, NC 28025 r 3f. Telephone no.: 704- 920 -5215 3g. Fax no.: (704) 786 -7068 3h. Email address: hiattb @concordnc.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify 4b Name 4c Business name (if applicable) 4d .Street address 4e City, state„ zip 4f Telephone no 4g Fax no 4h Email address S. Agent/Corisultant Information (if applicable) 5a Name Enrique Alberto Blat 5b Business name, (if applicable) City of Concord 5c Street address 850 Warren C Coleman Blvd 5d City, state, zip Concord, ,NC 28025 5e Telephone no 704- 920 -5409 5f Fax no (704) 786 -4521 5g Email address blatr @concordnc,gov Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a _Property identification no (tax PIN or'parcel ID)_ 5538598419 1 b Site coordinates (in decimal degrees) Latitude 35 361699 Longitude -80 557538 1 c Property size 4642 acres 2: Surface Waters 2a Name of,nearest body of water to proposed,prolect Irish, Buffalo Creelk 2b Water Quality,Classiflcation of�nearest receiving water C 2c River basin [Yadkin Pee -Dee 3. Project 'Description 3a Describe the existing conditions on the site and''the general land ,use in the vicinityof'the�project,at the time of °this application ExistingJnbutary to Irlsh`Buffalo�Creek located within the Whitehurst mobileihome park, Area,around'streamAributa_y is residential single family property ^and roadways 3b List the total estimated acreage of all existing wetlands on the property Zero 3c_ List the total estimated hnear'feet of all existing streams (intermittent an' perennial) on the'property" 409 3d' Explain the, purpose ofthe proposed project- Proposed gravity sewer,maimup -size and relocation °projeot,wdhrn the Whitehurst mobile,home park,to address existing sewer capacity issues 3e Descnbe'the overall project in detail, including the type of equipmentto be used Proposed.installation of 62 lineanfeet of'12 -inch restrained pusK -on point ductile iron carrier pipe sleeved into,a,24" steel casing pipehto be,installed by,open cut excavation, with in the stream�chanriel 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations bythe CorpsBorfState been requested or obtained for this property / 'project (including all prior phases ).'in the past? ❑ Yes ❑ No 0 Unknown Comments 4b If,the•Corps mad&the jurisdictional determination,, what type, of -determination, 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 documentation S. Project History ,5a Haveapermits or certifications been requested or obtained °for this project (including,all prior phases) in the past ?' ❑'Yes El No ❑� Unknown 5b If 'yes; explain in detail according to "help file" instructions 6. Future Project.P-lans 6a Is °this a phased project? ❑ Yes E No 6b If,yes, explain Page�3' of 10 PCN Form — `Version 1 4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary la Which sections were completed below for your project (check all that apply) ❑ Wetlands ❑l 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 2d Forested 2e Type of jurisdiction Corps (404;10) or DWQ (401„ other) 2f Area of Impact (acres) W1 Choose one Choose�one Yes /No W2 Choose one Choose.one Yes /No W3 - Choose one Choose one Yes /No - W4 - Choose one Choose,one Yes /No - W5 - Choose one Choose one Yes /No - W6 - Choose one Choose=e Yes /No = 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 3f Average stream width (feet) 3g Impact length (linear feet) S1 T Excavation Trib of Irish Buffalo Crk INT DWQ 6Z 62 S2 - Choose one, S3 - Choose one - - S4 - Choose one - �S5 - Choose one, - - S6 - Choose one - 3h Total stream and tri buta ry'im pacts 62, 31 Comments Proposed installation of�62 linear feet of 12 -inch restrained push -on joint ductile iron carrier pipe sleeved into a 24 "`steel casing pipe to be installed by open cut excavation, within the steam channel Page 4 of 110 PCN Form — Version 1 4 January 2009 4. Open Water Impacts ,If there,are proposed impacts,to lakes, ponds, estuanes,,,tnbutan_es, sounds; the Atlantic Ocean, or any other,open,water of eh, o en, %Water im acts below the US then individuall` list op 4a Qpen1water impact number P,ermanent.(P) or° Terri ora ;' , T 4b Name$of waterbody (if applicable) 4c Type of`impact 4d Waterbody type 4e Area of impact (acres) 01 = Choose one Choose 02 - Choose�one Choose 03 - Choosesone Choose ,04 - Choose one Choose 4f Total openwater impacts 4g Comments ;5. Pond or Lake Construction If pond or lake construction ro osed, then complete the chart,below ,6a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded, Filled Ezcavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f- Total: 5g Comments 5h Is,a'dam high hazard permit regwred? ❑ Yes ❑ No If yes, permit ID no 151 Expected pond surface area (acres) 5j, Size of pond watershed (acres) 5k Method of construction 6. Buffer lmpacts�(for DWQ) If,projectwdl impact'al protected riparian buffer„ then complete the.,chart below If yes, then individually list +all buffer impacts below If any impacts require, mite ation, then ou MUST fill out Section D of thi's form 6a. Prolect.is in which, protected, basin? ❑ ^Nauss '❑ Tar - Pamlico] ❑ Catawba ❑ Randleman ; ❑,Others 6b Bufferlmpact number — Permanent (P) or Tem ora . T ''6c .Reason for impact 6d Stream name 6e Buffer mifigation required? 6f Zone 1 impact (square' feet 6g, 'Zone,2 impact (square feet '1311 Yes %Nb 132 Yes/No "B3, Yes /No, B4 Yes /No B5 - Yes /No B6, - Yes /No '6h Total Buffer Impacts: 61 Comments Page 5 of 10 b. Impact Justification and Mitigation 1., Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The proposed sewer main crossing was,designed to cross closely perpendicular to the,channel, as possible and still interconnect with the existing sewer mains located within eastern Pheasant Drive,shoulder, located west of the proposed channel crossing lb Specifically describe measures taken to'avoid or ninimize the proposed impacts through construction techniques The proposed sewer main crossing will be constructed in low or no flow conditions and the channel banks will be reestablished to grade and immediately stabilized after the sewer main installation Immediately'after sewer, mstaIlation within the foot pant of the chin nel,A6,Con_ tractor will take additional measures as specified by the City to ensure the channel banks are permanently stabilized with a permanent ground cover 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 0 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 36 Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Choose one Type Choose one Type Choose one Quantity Quantity 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 linear feet 4c If using stream mitigation, stream temperature Choose,one 4d Buffer'mitigation requested (DWQ only) ' square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal' (tidal) wetland mitigation requested aces 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 6 of 10 PCN Form — Version 1 4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a WII the project result in an impact within a protected riparian buffer that requires buffer mitigation 1:1 Yes ❑� No 6b, If yes, thernidentify 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 (square1eet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 forTCatawba) Zone 2 1 5 6f' Total buffer mitigation required: 6g If'buffer mitigation is;required, discuss what type of mitigation is proposed (egg', payment to pnvateemitigation bank, - permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Page 7 of 10 r E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes N No within one of the NC Riparian Buffer Protection Rules? lb If yes, then is a diffuse flow plan included? If no, explain why ❑ Yes ❑ No 2. Stormwat6eMAna ement Plan 2a What is the overall percent imperviousness, of this project? 0 2b Does this project-require a Stormwater Management Plan? ❑ Yes ❑9 No 2c If this project DOES NOT require a Stormwater Management Plan, explain why Sewer utility installation 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? 1 Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? ❑ Phase II ❑ NSW 3b Which of'the,following locally - implemented stormwater management programs ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has,fhe approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a Which of the following state - implemented stormwater management programs apply ❑ORW (check all that apply) E] Session Law 2006 -246 [_]Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 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 8 of 10 PCN Form — Version 1 4 January 2009 F. ,Supplementary Information 1. Environmental Documentation (DWQ-Requirement) la Does the project'inv_olve an expenditure of public (federal /state /local) funds or the O'Yes El No use of`public (federal /state) land? lb 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 ❑ Yes E No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 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 ❑ Yes ❑ No letter ) Comments 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, ❑Yes D No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the- facYpermit,application? El Yes ❑l 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 ❑Yes D,No additional development, which could impact nearby downstream water quality? 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 The proposed protect consists of a gravity sanitary,sewer main relocation and upsize to serve the,sewer basin build -out 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 The proposed,sanitary�sewer main relocation and up -size, a non - discharge protect, will address the sewer service basins's wastewater discharge future needs with ample reserve, capacity Page 9 of 1'0 PCN Form — Version 1'4 January 2009 S. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes [g 'No habitat? 5b Have you checked with the USFWS concerning Endangered Species,Act ❑,Yes Q No impacts? 5c If yes;, Indicate,the, USFWS Field Office you have contacted - 5d What data sources did you use to determine whether your site would Impact Endangered Species or Designated Critical Habitat? 6. Essential'Fish Habitat (Corps Requirement) 6a Will this project occur In or near�jan 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? T. Historic or Peehistoric,Cultu`ral Resources (Corps Requirement) 7a WIII this;project occur, In or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑ No status (e g , National Historic'Trust`designation or properties significant In North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would Impact historic or archeological resources? 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 The proposed sanitary sewer main relocation and up -size project will not impact the 100 -year floodplain 8c What source(s) did you use to make the floodplain determination FEMA 100 -year Flood plain Panel Map # 3710553900J Date Nov 5, 2008 W Brian Hiatt, City Manager Applicant/Agent's Printed, Name Applicant/Agent's•Signature, Date (Agent's signature is valid only if an authorization letter from,the applicant is provided Page 10 of 10 / USGS Map Name: Concord SE, NC Map MRC: 3508005 Map Center: N35.37063° W80.55189° Datum: NAD83 Zoom: 4m /pixel Copyright (C) 2008 -2013 Ryon Niemi ... All Rights Reserved .:1 r z a OSEME M d7Z ££ o0B gg r'S 0 m m 2(o m U� 0o O N Z a m 2� O Z U � N [n 7 Z a U m 0 0 O —U r9i 8 a M.ZE£E d18 OZEE16E 06ZE16E 09Z£T6E OEZ£16E OOZE16£ N OLT£76E IT M z e M AZ £E 008 N O (D R O) m CL 0 Z o � Zcn d � c')w 0 o m � a 3 co o m Z � Fn c6 Sov�O 55 x g 9i d '-o � O U) o C w ZQ 2U M.ZE £E 008 z �i N ci z� 2 �m Z O .Q I�f 0 Z a Z W W J IL c Of C a N N �zjp" U O m 2:2 ai am,E5 E �,m� E° �y m nm s3 �Em fl; m o E .v i i o,C I _ C m° E� W E ar°n m O O N C O m 12 COO C 7G� :J�M C m Ui O C7tr7 3 ti L N N V G Z ESN E y p N Ci O' L co 0 �`��'O �m N�a a a3EQc� $� Cc �... m • m-. 3 C C :3 C Tm 7 Lhn Cm N.-. C m a Z E �j RQ _ �C gg m a E 'S C) n v F S co co th $ O N -6 fA y 1 �HU. g 3 > > > $ � g .. in I i ii N a �' k g g N a � k a co �04 N tr p 73 2 N g� m z aZ N O 20 A r, Soil Map �--Cabarrus County, North Carolina Map Unit Legend Southbrook Soil Survey Map 2011-065 u5DA Natural Resources Web Soil Survey 417/2014 201 Conservation,Service National Cooperative Sod,Survey Page 3 of,3 North Carollif at RRi "OF-I'M 'I& IN V K y, �4,(NCO25)) - X , w, K WapUniCN MKIN& tss"'IRV l"jA-M,,1W Z"R""l, 9 1"1""0 R` 2241 ChA Chewacla sandy loam, Oto 2 47 491% percent slopes, frequently flooded CuB2 Cullen clay loam, 2 to 8 percent 26 269% slopes, moderately eroded MeD Mecklenburg loam, 8 to 15 23 240% percent slopes Totals for Area of Interest 9.6 100.0% u5DA Natural Resources Web Soil Survey 417/2014 201 Conservation,Service National Cooperative Sod,Survey Page 3 of,3 CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON-SITE ARE AVAILABLE 2. CONTRACTOR SHALL HOLD PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE -=ACTUAL START OF CONSTRUCTION. 3. CONTRACTOR .SHALL CONTACT CAROLINA ;ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION MEETING. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC AND SAFETY CONTROL MEASURES AT ALL TiMES ON THE PROJECT. (SEE TRAFFIC CONTROL.) 5. CONTRACTOR SHALL INSTALL TEMPORARY; CONSTRUCTION ENTRANCES (IF ANY) AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PUNS AND BEFORE STARTING WORK. 7. CONTRACTOR SHALL CLEAR RIGHT-OF-WAY IF NECESSARY. 8. STOCKPILE RIP -RAP ON SITE AND INSTALL ALL OTHER EROSION CONTROL MEASURES WHERE. THE WORK IS OCCURRING. THE CONTRACTOR SHALL NOT INSTALL EROSION CONTROL MEASURES IN AREAS MERE THE WORK WILL NOT OCCUR FOR SOME TIME. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY `7HE CITY/PROJECT ENGINEER OR UPON RECOMMENDATION OF NC DENR PERSONNEL AS CONDITIONS WARRANT. 9. IN AREAS WHERE IT IS NOT FEASIBLE TO INSTALL EROSION CONTROL DEVICES, ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED BY THE CONTRACTOR WITHIN THREE DAYS OF INITIAL DISTURBANCE. TEMPORARY SEEDING SHALL BE REQUIRED ON ALL OTHER. AREAS TO BE DISTURBED FOR A PERIOD OF 10 DAYS OR 'LONGER._ 10. CONTRACTOR SHALL COORDINATE ALL BLOW -OFFS. AND TESTING WITH THE CITY ENGINEERING DEPARTMENT'S CONSTRUCTION ADMINISTRATOR AT LEAST 24. HOURS IN ADVANCE OF SUCH WORK.. NOTIFY THE RESPONSE AREA FIRE DEPARTMENT IF EXISTING SYSTEM VALVES NEED TO BE SHUT OFF IN THE COURSE OF THE: WORK. 11. UPON COMPLETION OF. THE INSTALLA11ON AND WITH APPROVAL OF NC DENR-DLR, ALL EROSION 'CONTROL DEVICES EXCEPT FOR CREEK/STREAM BANK' STABiUZAnON SHALL BE REMOVED AND DISPOSED' OF IN . AN ACCEPTABLE MANNER. EACH SECTION SHALL BE SEEDED AT EARLIEST POSSIBLE DATE AFTER hsSTALLATION OF PIPE, STRUCTURE, OR ACCESS. 12. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL. BE REMOVED WITH THE APPROVAL OF NC DENR=DLR. 13. CONTRACTOR SHALL REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS, IF ANY. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITY WITH THE CITY ENGINEERING DEPARTMENT. GENERAL NOTES 1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP IS TO BE IN ACCORDANCE WITH AhD SUBJECT TO THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD SPECIFICATIONS; THE CITY OF CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, AND NCDOT STANDARD SPECIFICATIOK , AND THE NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER DISTRIBUTION SYS. -EMS. IN THE EVENT OF CONFLICT BETWEEN THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDAR SPECIFICATION; THE CiTY OF CONCORD'S ORDINANCES, POLICIES,! AND STANDARD SPECiFICATiONS,AND= NCDOT STANDARD SPECIFICATIONS, OR THE NORTH . CAROUNA ADMINISTRATIVE CODE, THE MORE. RESTRICTIVE REQUIREMENTS' SHALIL, APPLY. 2. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE LATEST STANDARDS OF THE N.C. SEDIMENTA11ON POLLUTION CONTROL ACT AND APPLICABLE LOCAL AND FEDERAL REQUIREMENTS. 3. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION ADMINISTRATOR OF THE CITY OF CONCOR ENGINEERING DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING WORK. 4. INDIVIDUAL WATER, GAS, SEWER, TELEPHONE, AND CABLE SERVICES MAY OR MAY NOT BE SHOWN ON THE PLANS. CONTRACTOR TO CONTACT APPROPRIATE AGENCY FOR FIELD LOCATIONS. 5. CITY OF CONCORD ELECTRIC, WATER, AND SEWER DEPARTMENT PERSONNEL WILL ASSIST TiiE CONTRACTOR IN LOCATING ALL CITY OF CONCORD UTILITY SERVICES AND LINES. 6. IF MAlL30X PULL -OFF AREAS ARE DISTURBED, CRUSHED STONE STABILIZER SHALL BE PLACED WITH SUFFICIENT LENGTH TO ACCOMMODATE VEHICULAR 'TRAFFIC. THESE AREAS SHALL BE MAINTAINED FOR THE'ONE-YEAR WARRANTY PERIOD. THE COST OF THESE; ITEMS SHALL BE INCLUDED IN THE COST OF .LAYING POPE. 7. THIS PROJECT IS SUBJECT TO 100 YEAR FLOOD PER FIRM MAP 3710553900J, NOVEMBER 5 2008. 8. FIRE HYDRANT EXTENSIONS, IF NEEDED,' SHALL BE INCLUDED IN THE COST OF THE HYDRAl i INSTALLATION. 9. GATE OR BUTTERFLY VALVES, BLOW -OFFS, AND FIRE HYDRANTS MAY BE F1ELD ADJUSTED 50 FEET IN EITHER DIRECTION WITH THE PERMISSION OF THE ENGINEERING AND WATER RESOURCES DEPARTMENTS. RIGHT-OF-WAY NOTES 1. RIGHT-OF-WAY LINES AND PROPERTY LINES ARE SHOWN ON THE DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY. FOR EXACT LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF =ICORD'S CONSULTING REGISTERED LAND SURVEYOR OR BY THE CITY SURVEYOR. 2. REFER TO STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION FOR FURTHER DETAILS CONCERNING THE RIGHT-OF-WAY. TRAFFIC CONTROL 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TiMES FOR WORK ZONE TRAFFIC SAFETY AND CONTROL 2. ALL WORK ZONE TRAFFIC CONTROL DEVICES AND OPERATIONS USED ON STREET AND HIGH TAY CONSTRUCTION, MAINTENANCE, UTILITY OR INCIDENT MANAGEMENT SHALL CONFORM TO THE APPLICABLE SPE-FICATIONS IN THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND : IGHWAYS (MUTCD). 3. ALL TRAFFIC/SAFETY CONTROL DEVICES ;SHALL BE IN GOOD REPAIR AND SHALL BE POSITIVMED AT ALL TIMES iN THE APPROPRIATE LOCATIONS FOR THE WORK OPERATION. THE CONTRACTOR SHALL CAREFULLY MONITOR SITE CONDITIONS SUCH AS LIGHT, WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/SAFETY CONTROL MEASURES ARE OPERATING EFFECTIVELY. 4. THE CONTRACTOR SHALL PREPARE A PROPOSAL ON THE TRAFFIC CONTROL OPERATIONS ANO PRESENT THEM TO THE CITY OF CONCORD'S ENGINEERING DEPARTMENT CONSTRUCTION ADMINISTRATOR : (PHILLIP ±!INGSLAND) 920-5404 AT LEAST 48 HOURS BEFORE BEGINNING .WORK. UTILITY NOTE THERE WILL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN THE SEWER UNE AN_ THE WATER MAIN. WHEN THE 10 -FOOT MINIMUM -HORIZONTAL ;SEPARATION CANNOT BE MAINTAINED, AND WHEN -iE WATER MAIN IS. ABOVE THE SEWER, BUT .NTH LESS THAN 24 INCHES OF CLEARANCE, OR WHEN THE SEWER 'S ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER UNE SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT: BIGHT ANGLES. TO THE SEWER, OF 10 FEET ON EACH SIDE OF THE CROSSING. (SEE DETAIL BELOW) I T T=1 11=i T 1=1 11=11=1 WATER MAIN OR 24" MIN. STORM SEWER 24" MIN SANITARY SEWER STORM SEWER:�kj) WATER MAIN OR SANITARY SEWER - _r ED NORTH CAROLINA SOUTH.B,ROOK SEWER OUTFALI- UP-SIZING p ROJ ECT # :2011 -01o5 / 000 �� G SR 2321 8 � 2322 ry ti V O 0 N AI0NIA6 DTX' A? � AEIISH/RE CT. �', MalOIil` G�• SITE LOCATION VICINITY MAP SCALE: N.T.S. NARRATIVE DESCRIPTION THIS PROJECT CONSISTS OI- THE INSTALLATION OF APPROXIMATELY 1561± LINEAR FEET OF 12" GRAVITY SEWER ALONG WITH APPURTENANCES AND OTHEIR ASSOCIATED .PROJECT WORK, FOR THE PURPOSE OF PROVIDING SEWER TO THE SURROUNDING AREAS. THE .PROJECTED AMOUNT OF GROUND DISTURBANCE IS 1.08 f ACRES. THiS IS BASED UPON A DISTURBANCE OF 1561 LF AND UPON AN AVERAGE C(VNSTRUCTION WIDTH OF 30 FEET DISTURBED BY THE INSTALLATION ION OF THE GRAVITY SEWER. WORK SHALL PROCEED IN :SUCH A MANNER SO AS TO LIMIT THE AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE POTENTIAL FOR LARGE. QUANTITIES OF SEDIMENT TO BE TRANSPORTED OFF SITE. SEEDING OF DENUDED AREAS SHALL BE DONE AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 10 DAYS AND IN ACCORDANCE WITH . THE SPECIFICATIONS GIVEN IN THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL ONLY BE 010NE AFTER APPROVAL HAS BEEN COORDINATED WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES, THE CITY OF CONCORD, AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. LOCATION AND PROTECTION: OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR (SEE "PROTECTION OF EXIti" TING UTILITIES') PLEASE NOTICE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES ALONG THE ROUTE OF WOiRK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER LINES AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE EV04T OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD ENGINEERING DEPARTMENT 2MMEDIATELY. ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL LE CONDUCTED IN STRICT ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. COMPLETION OF THIS PRO��'ECT IS ANTICIPATED TO TAKE 60 DAYS AFTER NOTICE BY THE CITY OF CONCORD TO PROCEED. FINAL COMPLETION AND ACCEPTANCE OF THE WORK iS ANTICIPATED TO BE SUMMER 2014. N'OR.TA C.AA.0t1N;A HighPerf®rmance Lrv6r;ig PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD LEGEND P.O. BOX 308 CONCORD N.C. 28026 (704)920-5425 as $ ssPROPOSED SEWER LiNE, MANHOLE & CLEAN-OUT i -co w w w PROPOSED WATER LINE �jN'CA'"lf, PROPOSED FiRE HYDRANT ,�' S�I0 Q 2 . SEAL PROPOSED WATER VALE e tr 17577 ® PROPOSED BLOW -OFF --0-f ■ �- SEDIMENT FENCING t + * DA-GLO ORANGE PERSONNEL FENCING Engineer's Seal PROPOSED ENCASEMENT l� ss ss ss \5 J EXISTING SEWER FORCE MAIN -- -• -• -• -• -• -- 1 EXISTING WATER UNE _G -G -G -G -G - Ij UT GT EXISTING TELEPHONE (OVERHEAD OR UNDERGROUND) N'OR.TA C.AA.0t1N;A HighPerf®rmance Lrv6r;ig PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD LEGEND P.O. BOX 308 CONCORD N.C. 28026 (704)920-5425 as $ ssPROPOSED SEWER LiNE, MANHOLE & CLEAN-OUT i -co w w w PROPOSED WATER LINE �jN'CA'"lf, PROPOSED FiRE HYDRANT ,�' S�I0 Q 2 . SEAL PROPOSED WATER VALE e tr 17577 ® PROPOSED BLOW -OFF --0-f ■ �- SEDIMENT FENCING t + * DA-GLO ORANGE PERSONNEL FENCING Engineer's Seal PROPOSED ENCASEMENT - ss ss ss EXISTING SEWER AND MANHOLE FM EXISTING SEWER FORCE MAIN -- -• -• -• -• -• -- - EXISTING WATER UNE _G -G -G -G -G - EXISTING GAS LINE UT GT EXISTING TELEPHONE (OVERHEAD OR UNDERGROUND) Surveyor's Seal UE of EXISTING ELECTRIC (OVERHEAD OR UNDERGROUND) EIP PROPERTY UNE AND IRON PIN -- �� i - - - - - - - - - - TEMPORARY CONSTRUCTION EASEMENT APR 1 0 201,14 RIGHT OF WAY/PERMANENT EASEMENT s 4 - ... • • • WATERWAY/DITCH LINE 0,140372 X X EXISTING BARBED WIRE FENCE -0-0 EXISTING WOVEN WIRE FENCE 0 0 EXISTING CHAIN LINK FENCE TREE/WOODS LINE EXISTING FIRE HYDRANT XWV EXISTING WATER VALVE. 0 W EXISTING WATER METER EXISTING WELL ® EXISTING TELEPHONE/POWER RISER #LID EXISTING- LIGHT POLE GPP EXISTING POWER POLE/!GUY WIRE --�- EXISTING STREET OR LOCATION SIGN CONC. MON. ® EXISTING CONCRETE R�'JU MONUMENT BENCHMARK/TEMPORARY BENCHMARK EXISTING RCP OR CMP 11meEXISTING MAILBOX m DRAWING INDEX. SHEET 1 PROJECT NARRATIVE, NOTES, LEGEND, SITE MAP Z O SHEET 2-3 EXISTING - PLAN/PROFILE a SHEET 4-5 DESIGN - PLAN/PROFILE m (n SHEET 6 EROSION CONTROL - PLAN SHEET 7 DETAILS- SEWER SHEET 8 DETAILS - PUMP AROUND ' SHEET 9 DETAILS - EROSION CONTROL —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3-50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 e PROFILE r HORZ: 1" = 40' L.J C> SCALE:VERT: 199 — 4' z J. 11IM&M % 100 YEAR.I OOD `tel 1 \\ ff „� \ \ / 06 �-••• ,... \ _ ` „141 ; 1 \ \ I \ `\ y ! '`\ '� U �.� / PLAIN'PEiFEMA ®®�~,I J1f \\, \\ , \ \ I \ \ / / \ PANEL MAP MBER' i TBM: 3710553900JtaTED IRON ROD FOUND NOV. 5, ELEV. 549.63 \ I W EX WSACC MH /' - I - -� i t } �o ♦\\�4 \ \ \ i \ \ - EX MH D \ y �" STA* 0+0 I C'1 ' \,p� TO BE REPLACED) i \ :' \\ \ \ RIM.556.44 / . '. , . •' \ � STA. - I • RiM• 569 99 30' STREAM BUFFER ♦ :, �i' \ �♦ �\♦ ; �\ `\ V \ \ `\ / ' _ 557 _ : / _�� \` \�\\�.♦�\\`\ \ \ i \ \ / �GJ� / \� s ---- 3p.s ! tl \ �\;. �\�\ `\\; ♦� \ \ \ 'A r P -P ! \ `\ ` ` �\ ♦\� \ \ \ / i /// i _ - - ss - / / / 7 C' 1 _ : 1. ! .. =� ��\\`� ;p♦♦ \ ♦ \ \ \ / NK 65 _ WHITEHUR 80NTRYVIEW /'\'',�\`\ \�S \ / MOBLE H ME PARK 7- EX SH® EXp� i \`-�,�\ .''! S N- '\1 �o ` ss 6sr. `s6+ �\ \ / ` LLC. u+ n i.��/ LQ / \ �♦ �\ \`._\ ®n \�..:♦ d;\ ♦ — >� \\ % PIN: '- -_-I� ❑ \\ n \ \ v\ \\ ♦ \ . \ /• � :/ �,a. / , . � ' \ • \•. .\-•. 1 i •: � " �� ♦\•♦\\ \ \ ` ` ` � DB 7208. PG 154 ®� -•' -_, / EX. SEWER CLEANOUT ` \' \ \ \ \:♦\ ` \ ♦ ` TBM' h \:'` RAIL ROAD SPIKE PAD \ / �'�\ ` ♦ j\\`� \� \��\\��\\\ `\ �� `�: ` IN ROADWAY \ 0 �. EI{E c�'AD ~~�\ ♦>- \\. ,� '' � \\\\\\\ \ � \ . ` El EV. 565.36 � � \ /'- N I` 20. ` --- S 2 . ��\ \ \ \ s,`��"`��\` \\ ♦ \ ♦ \ �S s+OD �/' y6g „� �" _ qi' - 564' ®/ / Oe / yy xt� _ {��v \� \ \ \ \\\h, `,\ n :` . `�\\ \� \ \ ` \ i\ \ \ EX BLDG\. 10• J P.P. -.�� . •' �S - ". '' _-" / �.\ ` \ \ ®\W \ ::\ ®\ ,\♦ \\♦ \ \ ♦ V~ �.y6 �\c \\ 6Q• 1 / p\ 54'.1`. ♦d \\ `' i �,r ..i / r•"' �A ! `ki ! \ \ \ to �`� �\ / / h� EX PADS \ \� ! ?®\1\�\ ?� `: `�\ \� \�\ ♦ �\ y P.P. \ t`� \ ED \ i rCEV� 100 FLOOD d d . w An i \. \.. \ -qa PLAIN PER FEMA d ®� -, \'\ \ `\ 1 \ w 565- �'�c ~ \ y / �r - 570'x- / MARYANNE M. ! PAN MAP NUMBER _ { �� { \ ♦ �tiy \... \\ \ ..t\ , \ \ \ S \ `~ �c ,y68 l l ' x s '°°� ' ` \\\ \` I \ r ` it;*---` \ SIVERS & irusband 371 53900J.DATED \ I _ ,.. 5TODD J. / f / EX MH� A ', �'� . \ y6. \ PIN: 5539-50-0140 E / NOV. 5.2008 0 STA 1+81.Q5 `' \a \ \\\\\\ \` t . t. j i } t� `\ T --- \V 5 m i/ %�'� C RIM:553.5q `l Ef E \. \\\\ \\l \ \. `.564'.0? /. \ �__ _ y6 \ DB 2114, PG 219 "`, , / �` 1 �\ S _� \ \\�\ \\�\ \ Ili i 6 ss— �� ♦ - Z .Q •-� 1 9 . ` LELEa'~ \ S -•.\` N/A \ F - o PAI , ': ' . \ ;;t \ \ ...j.F t i. 00 ' 563 \ \ \ \ JOSE JULIO ADAME w . 1 E} SHE \ ., 1 \ I1 „ / �- _ \ \ \ \ \A`' ! /. S // / - `� \ ` _ SAENZOf MH F Of 562 - \ PIN: 5539-50-1165 RI .70.00 / ./ / / ! ®� `�a -� .rr� 1` \ \ \\\\� r / v \ ` \ \ \ DB 7386. PG 268 l 1 / \ j oe ® \\. \ \ •y S s \ mss• 1 \ / \ w �:' / g0' STREAM BUFF E / - \ \ % ♦ \_.\ ��' \ ♦ r `- r ♦ ss' \ SSO, - \ \ , \ \ ` Q t o l / /! / ® t \ \ { { I �• ��.� p) EX MHC ,\\ \' \ \ PROTECTION OF EXISTING UTILITIES m I \ { N/ s `� { (TO BE REPLACED) \ Q `�` �` \ t \ 1 ` THE CONTRACTOR SHALL CONTACT THE APPROPRIATE . GENCY FOR THE EXACT FIELD WHITEHURST/LUN EW `� �TA:5+58.50 --� . 1a�\ \B \ 1 1 , , N/A \ LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHOSIE, TELEVISION AND ANY OTHER R / MOBLE HO E P K { c RIM:562.06 �'' .i } \ ��i \ ~\ } f JOSE JULIO ADAME \ UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTIii�; CONSTRUCTION. THE ® \ �( \ 1 I m { \ / t } , SEANZ / �` OMISSION FROM OR THE INCLUSION OF UTILITY LOCAiiCO3S ON THE CONTRACT DRAWINGS t / PIN:5538- 9- ! x a. !fi/o/�/ \ i \ IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION OF D8 7208, PG 154 y X _ `\ �" . r�lv' �o i� \ \ ! , N/A ` PIN: 5539-50-12 85 \ I - m ` Ss \I r. J ",may / \ ,MARTIN J. MORLEY DB 7386, PG 26 / \ T}!E LOCATIONTIAND DEPTH OF BALL UNDERGROUND UT1U SEES ALONG THE CONTRACTOR OF IFY & SHIRLEY J MORLEY` \ WORK Pi. 5539-50-2383 , \ o / \ THE FOLLOWING LISTING OF UTILITY COMPANIES (WHIG! MAY OR MAY NOT BE COMPLETE) N/A D 2743, PG 282 ` \ MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTIURES IN THE CONTRACT VICINITY. a r ! !�, MARTI J. MORLEY \ COMPANY NAME OFF3:EAFTER HOURS EMERGENCY W ` U / d { \ \ r r l 1 P P J. i Amtrak N/A1.800.331.0008 I- /. BLDG ��; \� �/ . /Q, r �� ,,� rs� P.P. . & MORLEY d Amtr 1.67,,.627.53351.800.2521133 ' \ \ \ { \ s PIN: 5539-50-387 \ Cabarrus County Emergency Mgmt 704.,320.2143-704.920.300 p DB 2743, PG 282 Carolina Water - Utilities Inc. (Zemoso A--)_704425.7990 704525.7990 --559'., yA�! j 9 , City of Concord Electric Systems 704.:320.5315 704S20.5555 � J, I t co I t ! \� ! 11-11 ` City of Concord Emergency Mgmt 704:220.5528 704.920.5555 I » MH B _ ` 1t CSX RDuke ailrColonial oad Pipeline Company 1.80 769 3766 _1.800. 693766 LA•i r„s ..=- / �•` \ \\ / I (W BE ABANDONED) ` NC Dept. of Transportati----704.382.0104 - 704:9863700Stm*CoComm NC One Cali Center Area Re 1 3vn' 855.5760_1800.632A949 I RIM 0.60 DESIGNED BY: EAB ` Norfolk Southern Railway p N/6_ t.800A53.2530 , North Carolina Railroad Company 4.7601—NIA \ \ \ !� h6 \\ I \ ` Piedmont Natural Gas (fka NCNG) 704•,'J64.3120_-1.800.752.7504 DRAWN BY: BCC S STRUCTURE - (10) 1 ` Plantation Pipeline N/� 1.800.5105678 \ ' ,' \ , PSNC Energy Concord 704.,723.4310 x.877.776.2427 CHECKED BY: EAB \ STA.,?" --- -._ — — — — — — — — — — — — — — � \ ! / I t Sprint Embarq N/� 1.888.723.8010 a RIM: 558.01 ` \ — — — — — — — - - \ / I \ 1 Time Warner Cable Concord 704.378.2856 704 378 2626 Option 5, 2, i union Power N/� 18009226840 SCALE: AS. 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'`\ '� U �.� / PLAIN'PEiFEMA ®®�~,I J1f \\, \\ , \ \ I \ \ / / \ PANEL MAP MBER' i TBM: 3710553900JtaTED IRON ROD FOUND NOV. 5, ELEV. 549.63 \ I W EX WSACC MH /' - I - -� i t } �o ♦\\�4 \ \ \ i \ \ - EX MH D \ y �" STA* 0+0 I C'1 ' \,p� TO BE REPLACED) i \ :' \\ \ \ RIM.556.44 / . '. , . •' \ � STA. - I • RiM• 569 99 30' STREAM BUFFER ♦ :, �i' \ �♦ �\♦ ; �\ `\ V \ \ `\ / ' _ 557 _ : / _�� \` \�\\�.♦�\\`\ \ \ i \ \ / �GJ� / \� s ---- 3p.s ! tl \ �\;. �\�\ `\\; ♦� \ \ \ 'A r P -P ! \ `\ ` ` �\ ♦\� \ \ \ / i /// i _ - - ss - / / / 7 C' 1 _ : 1. ! .. =� ��\\`� ;p♦♦ \ ♦ \ \ \ / NK 65 _ WHITEHUR 80NTRYVIEW /'\'',�\`\ \�S \ / MOBLE H ME PARK 7- EX SH® EXp� i \`-�,�\ .''! S N- '\1 �o ` ss 6sr. `s6+ �\ \ / ` LLC. u+ n i.��/ LQ / \ �♦ �\ \`._\ ®n \�..:♦ d;\ ♦ — >� \\ % PIN: '- -_-I� ❑ \\ n \ \ v\ \\ ♦ \ . \ /• � :/ �,a. / , . � ' \ • \•. .\-•. 1 i •: � " �� ♦\•♦\\ \ \ ` ` ` � DB 7208. PG 154 ®� -•' -_, / EX. SEWER CLEANOUT ` \' \ \ \ \:♦\ ` \ ♦ ` TBM' h \:'` RAIL ROAD SPIKE PAD \ / �'�\ ` ♦ j\\`� \� \��\\��\\\ `\ �� `�: ` IN ROADWAY \ 0 �. EI{E c�'AD ~~�\ ♦>- \\. ,� '' � \\\\\\\ \ � \ . ` El EV. 565.36 � � \ /'- N I` 20. ` --- S 2 . ��\ \ \ \ s,`��"`��\` \\ ♦ \ ♦ \ �S s+OD �/' y6g „� �" _ qi' - 564' ®/ / Oe / yy xt� _ {��v \� \ \ \ \\\h, `,\ n :` . `�\\ \� \ \ ` \ i\ \ \ EX BLDG\. 10• J P.P. -.�� . •' �S - ". '' _-" / �.\ ` \ \ ®\W \ ::\ ®\ ,\♦ \\♦ \ \ ♦ V~ �.y6 �\c \\ 6Q• 1 / p\ 54'.1`. ♦d \\ `' i �,r ..i / r•"' �A ! `ki ! \ \ \ to �`� �\ / / h� EX PADS \ \� ! ?®\1\�\ ?� `: `�\ \� \�\ ♦ �\ y P.P. \ t`� \ ED \ i rCEV� 100 FLOOD d d . w An i \. \.. \ -qa PLAIN PER FEMA d ®� -, \'\ \ `\ 1 \ w 565- �'�c ~ \ y / �r - 570'x- / MARYANNE M. ! PAN MAP NUMBER _ { �� { \ ♦ �tiy \... \\ \ ..t\ , \ \ \ S \ `~ �c ,y68 l l ' x s '°°� ' ` \\\ \` I \ r ` it;*---` \ SIVERS & irusband 371 53900J.DATED \ I _ ,.. 5TODD J. / f / EX MH� A ', �'� . \ y6. \ PIN: 5539-50-0140 E / NOV. 5.2008 0 STA 1+81.Q5 `' \a \ \\\\\\ \` t . t. j i } t� `\ T --- \V 5 m i/ %�'� C RIM:553.5q `l Ef E \. \\\\ \\l \ \. `.564'.0? /. \ �__ _ y6 \ DB 2114, PG 219 "`, , / �` 1 �\ S _� \ \\�\ \\�\ \ Ili i 6 ss— �� ♦ - Z .Q •-� 1 9 . ` LELEa'~ \ S -•.\` N/A \ F - o PAI , ': ' . \ ;;t \ \ ...j.F t i. 00 ' 563 \ \ \ \ JOSE JULIO ADAME w . 1 E} SHE \ ., 1 \ I1 „ / �- _ \ \ \ \ \A`' ! /. S // / - `� \ ` _ SAENZOf MH F Of 562 - \ PIN: 5539-50-1165 RI .70.00 / ./ / / ! ®� `�a -� .rr� 1` \ \ \\\\� r / v \ ` \ \ \ DB 7386. PG 268 l 1 / \ j oe ® \\. \ \ •y S s \ mss• 1 \ / \ w �:' / g0' STREAM BUFF E / - \ \ % ♦ \_.\ ��' \ ♦ r `- r ♦ ss' \ SSO, - \ \ , \ \ ` Q t o l / /! / ® t \ \ { { I �• ��.� p) EX MHC ,\\ \' \ \ PROTECTION OF EXISTING UTILITIES m I \ { N/ s `� { (TO BE REPLACED) \ Q `�` �` \ t \ 1 ` THE CONTRACTOR SHALL CONTACT THE APPROPRIATE . GENCY FOR THE EXACT FIELD WHITEHURST/LUN EW `� �TA:5+58.50 --� . 1a�\ \B \ 1 1 , , N/A \ LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHOSIE, TELEVISION AND ANY OTHER R / MOBLE HO E P K { c RIM:562.06 �'' .i } \ ��i \ ~\ } f JOSE JULIO ADAME \ UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTIii�; CONSTRUCTION. THE ® \ �( \ 1 I m { \ / t } , SEANZ / �` OMISSION FROM OR THE INCLUSION OF UTILITY LOCAiiCO3S ON THE CONTRACT DRAWINGS t / PIN:5538- 9- ! x a. !fi/o/�/ \ i \ IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION OF D8 7208, PG 154 y X _ `\ �" . r�lv' �o i� \ \ ! , N/A ` PIN: 5539-50-12 85 \ I - m ` Ss \I r. J ",may / \ ,MARTIN J. MORLEY DB 7386, PG 26 / \ T}!E LOCATIONTIAND DEPTH OF BALL UNDERGROUND UT1U SEES ALONG THE CONTRACTOR OF IFY & SHIRLEY J MORLEY` \ WORK Pi. 5539-50-2383 , \ o / \ THE FOLLOWING LISTING OF UTILITY COMPANIES (WHIG! MAY OR MAY NOT BE COMPLETE) N/A D 2743, PG 282 ` \ MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTIURES IN THE CONTRACT VICINITY. a r ! !�, MARTI J. MORLEY \ COMPANY NAME OFF3:EAFTER HOURS EMERGENCY W ` U / d { \ \ r r l 1 P P J. i Amtrak N/A1.800.331.0008 I- /. BLDG ��; \� �/ . /Q, r �� ,,� rs� P.P. . & MORLEY d Amtr 1.67,,.627.53351.800.2521133 ' \ \ \ { \ s PIN: 5539-50-387 \ Cabarrus County Emergency Mgmt 704.,320.2143-704.920.300 p DB 2743, PG 282 Carolina Water - Utilities Inc. (Zemoso A--)_704425.7990 704525.7990 --559'., yA�! j 9 , City of Concord Electric Systems 704.:320.5315 704S20.5555 � J, I t co I t ! \� ! 11-11 ` City of Concord Emergency Mgmt 704:220.5528 704.920.5555 I » MH B _ ` 1t CSX RDuke ailrColonial oad Pipeline Company 1.80 769 3766 _1.800. 693766 LA•i r„s ..=- / �•` \ \\ / I (W BE ABANDONED) ` NC Dept. of Transportati----704.382.0104 - 704:9863700Stm*CoComm NC One Cali Center Area Re 1 3vn' 855.5760_1800.632A949 I RIM 0.60 DESIGNED BY: EAB ` Norfolk Southern Railway p N/6_ t.800A53.2530 , North Carolina Railroad Company 4.7601—NIA \ \ \ !� h6 \\ I \ ` Piedmont Natural Gas (fka NCNG) 704•,'J64.3120_-1.800.752.7504 DRAWN BY: BCC S STRUCTURE - (10) 1 ` Plantation Pipeline N/� 1.800.5105678 \ ' ,' \ , PSNC Energy Concord 704.,723.4310 x.877.776.2427 CHECKED BY: EAB \ STA.,?" --- -._ — — — — — — — — — — — — — — � \ ! / I t Sprint Embarq N/� 1.888.723.8010 a RIM: 558.01 ` \ — — — — — — — - - \ / I \ 1 Time Warner Cable Concord 704.378.2856 704 378 2626 Option 5, 2, i union Power N/� 18009226840 SCALE: AS. SHOWN UtOiQuest Locator Concord 704.:864.8333_1.800.632A949 NC One Call _ FLAN ! \ \ Water & Sewer Authority of Cabarrus co 70478s1783 704.788A164RRWWT•P, DATE: 03/25/14 \ \ / �- — — — - — — — T — — — — — - — — — — — — s I \ ` Wtndstream 704.7222000_1.800.800.6609 1 ` ," i NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL \ r SCALE: 1"=;Z-46 :,� 4 � \ (FORMERLY ULoco) PROJECT NUMBER: 2011-065 w NORTH CAROLINA ONE CALL 1-800-632-4949 o SHEET: 2 OF: 9 ® _e -0+50 0+00 50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 U / /- , l \ \ \ y / /� \ NOTE: �GCITRACTOR TO FIELD VERIFY EXISTING SEWER 100 YEAR LOOD-.:., t tr t t l \ o �` l t \ \ \ / \ SERVICES A'N NSTALL NEW SEWER SERVICES AND CLEANOUTS o PLAIN"PEfFEMA ®®�`�I 1t ` / \ \ / / PANEL MAP N�IMBER WITHIN THE SIDE EDGE OF THE PROPOSED SEWER EASEMENT IBM: 3710553960J Dt6TED , t IRON ROD FO NOV. 5, 2018`\ PROPOSED MFi#2 ,��.�- ` t r I \ \ / \ \ \ AND TIE E),9STING SERVICES OVER. M �- ' -, \\ � \ � t \ \ / \ / LLI ELEV. 549.63 \ 4, \ / / ® \ . STA:1+50.02 \ �\ / / \ R RIIvI:552.08 t. \ ' \ / RECEIv1NG!IT, / \U. Ao I:. \ \ \ \ \ \ \ 15'x15 I \ \ PROPOSED MH#4 \ /`' ® ►�R, s :.\ \�\ \ s� NOTE:2° OF RESTRAINED 12" DIP WITH \ \ / STA:9+13.43 -• y Q ® ! ��% �. \ O' Q-.� \ \ \ 82' OF 24 ASING PIPE \ \ / -� ser 24 5s•w ! q, i - \ , :�•. , \ RIM:569.99 PICOPOS 12"PVC t04• / \ t\ \ C �\ `\ \ \ CONTRACT TO OPEN CUT CREEK \ \ STA- 9+44.79 IXSTA.0+C o 00 / - - 90 99' ---- \ \ �\�� . \ / SEE PUMP ARO D DETAIL \ vEX MH D TO BE REPLACED RIM:558.44 ( ) 4P `\\�\\ \ / / RIM:569.99 TRACTOR TO OPEN CUT EXISTING / �� ' // / s• �/ , / qtr / '�� / � / •. \ ;, � �•. \\`_ \\ .``::... �\`�\�'.. \ � s t \ RO AY 10 WIDTH EACH SIDE OF \ 30 STREAM BUFFER � : .. �. _ . � `. \. \\ SEWER L N€ LOCATION. CONTRACTOR�- v0 / . f.- i s9 a�'K •- 44 ® ♦ k- '' \' . \ TO USE UTILITY PATCH AND REPAIR �- - _ y i - O 5ROPZSSEL3 - f DETAIL SEE SHE�T� - - - \ ' `' � ! /', •.\. - `� \\`•\\\\ \ \ / ® RVICE/CI�ANOUTS `�`Z` / �' ---_ 30• ?'. ♦ !. rl \ �'" ��\\\� \ \ , \ BORE PIT, 15X30' ♦ N m oC ' CONTRACTOR TO CONFIRM EXISTANCE / s� �3 S5 N,l�► h 2'r \ tel` --- AO j• `• \ \ \ \rte ; �:��.` \\� \\ \ \ WHITEHURsWceUN1RYVIEW OF SEWER SERVICE. IF THE SERVICE IS / . . / ,D \ , yc•�� ♦ \ MOBLE HOME PARK 3, } \ EX SHfB EX o �.♦ \\ \ .\ S \• \~",\ \ S \ \ NOT ACTIVE THE SERVICE IS TO BE : / o / -- -- -t- - I 1 / 1 , + '. 1 \ ! �. \ °'A . \� O• ` ss sA. \ \ / \ U.C. PAD 2 . . \ 3• �S- \ 1^ o ABANDONED WITHIN THE WSACC �,. r ss \ ---- . / . ❑ ♦ [� \ ♦ \ \ \ / PIN:5538-59-8419 EASEMENT BY REMOVAL AND THE EX SEWER C Qlt" a • - \. \ \ \ ` isM' \ % DB 7208, PG 154 PLUGGING THE END. IF THE EXISTING �¢� / . 'ss �� ` `\ ..\. \ \\�\\ �� ` \ \ - ' . ..\ \ \ \ \ RAIL ROAD SPIKE \ / -"'�^ s 2a SERVICE IS STILL ACTIVE, THE SEWER / �. '� / / �s EE, PAD \\ ` > • \ �' .� . `� \ \� \� \ \ \� \ \ 9Nti 55 >i 3d - SERVICE IS TO BE RECONNECTED TO �c ,,� _ _ \ -- -1- `� \ \ n .,''.� ® " \� \ \ . \ / Q'M•.� �•,� _ ,, -_ � \ � � \ .n � L \�\ \ � \\ IN ROADWAY 3� o /" , C 3gs. / 0 \ ca tAD '- \moo ♦.. \ Q. n \.. ��\ E{.' 'oo //y��-`' i THE NEW SEWER MAIN LOCATED ~� l --- S �� ® 1 \ \ \� .- .�\ •\ \\ �` .` El EV. 565.36 \ �` \ r""g` �,�t' �/' YpSED 9 h PROPOSED MH#1 s ,_ \ \ ., ®s \ ..\ \ s �a6*'�� R A EASEMENT ;;\ ♦ \ \ `\` \ \ �'� � ,. EX. BLI)G\. 0. J P.P. Y O� i � � ,5n5 5�1,.. �� r � `564�� OUTSIDE OF THE WS CC , - - - \ : ' \ \\ ` \ \` \ \ . ` �, e S t STA:0+59.02 X ' a� - _ _ ® '•� .56 ` \ sp. ��. / .rsr''� /�-. /. -^� `•ye �� -- - ' �\, / RIM:554:06 _% ! ,s�,a. � �•--- ® \ \ ,.\ \\� \�\ " �\ � P.P. \ / 10Q Y FLOOD 1 ` O w l \ !' \ \ \ \ \\�\ \ Q .> ^ !� . p�lG a� /' - \ PLAN PER FEMA 1 \ \ \. \ \ \ `. E "3J11� `� . - 9 ms> � � �� \ �` \\\\. \'� i\t1 t \ \\ y. �-...-.�- ��fiJ' �\ � y / \ "i.. �.r moi- s.•� ' o' i/ � � MARYANNE M. � PAN MAP NUMBER ` - + s �� ( \ . ` , , .� \\ . \.. '®\ . I \ k ,"' �. . -� ,56 \ SIVERS & husband i= > / / 71 5 390UJ DATED `'S5 X �� S ` \.\� \ \ - \ <v_ �„ �\ .•565 ` - / \ TODD J. r 3 5 EX MH� A S `' \ .\ 1 \i \. \ \ t i _ 00 N '`�..'� �\ - _ ..56'!" ' „ / / ./• / ! �..- . �e _\.. � \ i \ y �'�- ...� ♦ %" -- � "" �\ PIN: 5539-50-0140 NOV. 5, 2008 C STA 1+8t. \3 \\�\ `1 h - - ` e m \ \- - . ' SH 1 - \ \\\ \ S% ' f t V �` �� oI ` .�� \ -� X566 DB 2114, PG 219 qq55 1` E�, ct _ / / RIM:553.5p cs I 1' \ \ \11 \.•j t 56 F-� ` �--- \ V Q y "•-.,,..- ? c s dry` \ \\'\\ it :. -�\ / �� -- ' \ S V) iD _� �I �� ♦ e +ELEC PAS%.•:' t .\\\\\`\ l.. :( t. 11. \ i�� -__ ! 1+ .c \ \\` \\ �1�_, \ \ � /43 _ PROPOSED - ,� I,\�� (. ii by 47• �" - \ \ __- �` N/A ' - ELI:C:''P4 \ 1. \ ♦ i -t . 0 ®-e ~ 563' ` \ ♦ \ JOSE JULIO ADAMS � r -. ERVICE/CLEANOUTS w � -• � _ - , l�} I � -�.. \ � e> � � � � SHE \\�•• \\ `\\\\ ! 7y 7 t 1I is tiO�o � ....� ar1'`` -.° ` .,� � \ ♦ \ .-� $AENZ > / , ` SHALLOW DR�AI GE _\�` `� ! y l P /! , t o / \ - ` \� ° 56� -- �\ \` �� P1N:5539 50-ti65. PROTECTION OF ta0Si1NG UTILITIES `� \ \ \ �\t \� o ` t DITCH TO BE \ DB 7386, PG 268 a0 1' \ \\:\\\\` f1 t� t` / \ 1 S S&! \ `\ ♦` �S• t \ THE CONTRACTOR SHALL CONTACT THE. APPROPRIATE AGENCY FOR THE EXACT `FIELD STREAM BUFFS 9F ® �..\\..� �\ :\ :�s,� \ RE-ESTABLISHED BY \ / LOCATIONS OF ALL WATER. SEWER, ELECTRIC, TELEPHQ4F. TELEVISION AND ANY OTHER ` / t / / \ \ ? ' ! S . O \ \ \ ` . UNDERGROUND AND OVERHEAD UTILITY BEFORE START G CONSTRUCTION. THE / 0 \ ' I I R'►'O , \ \ \ \ \ s� ` \ } \ CONTRACTOR \ , \ OMISSION FROM OR THE INCLUSION OF UTILITY LOCATi ON JHE CONTRACT DRAWINGS EX MH C\ PROPOSED SEWER IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCA71ON OF N/ - \ S�' \� I (TO JE REPLACED) \ ' 2 ��/ � \ S1=RVICEtCLEANOUTS \ \ / EXISTING UTILITIES. IT SMALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY I WHITEHURST/UN EW _ `� STA 5+58.50 --- y . i ♦� rOe PROPOSED MFi#3 �! THE LOCATION AND DEPTH OF ALL UNDERGROUND 1TIES ALONG THE ROUTE OF MOBLE HO E P K RIM:56206 :o' i �\ /�/` STA:5+27.13 , JOSE JULIO ADAMS \ WORK LI I \ /' m /i i SEANZ / THE FOLLOWING US71NG OF U71UTY COMPANIES (WHIG ;f MAY OR MAY NOT BE COMPLETE) PIN: 5538- 9-8412--j(r m , ad_ ! �/. m ��/ PJM:5C2.07 _ \ MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTUTIES IN THE CONTRACT VICINITY OB 7208, PG 154 X - \ � }/ 1 �o / (, -�► �_ SS �%!'1 ! !. \ , MARTIN NJ MORLEY ` DB 73 6, PG 268 / \ COMPANY NAME OF"+CEAFTER HOURS EMERGENCY W /'.... / ! ® \ • �58ii \ ! ,. �.� ` & SHIRLEY J. ` \ Amtrak N/R 1.800331.1138 F- �.. \ 1 \ ! \ MORLEYAT&T 1.673.627.5335____1.8002M.1133 Q PiN 5539-50-2383 , \ \ Caborrus County Emergency Mgmt 704-920.2143 704.9203000 2743, PG 282 \ Carolina Water - Utilities Inc. (Zemosa Aeras) 704;525.7990 704.525.7990 N/A ` City of Concord Electric Systems 704;920.5315 704.92o5S55 ),/ MARTI J. MORLEY , \ City of Concord Emergency gmt 704.920.5528 704920.5555 �C BLDG '��; % / ( tQ 11 j:h� i �P.P: & SHI J Colonial Pipeline Company 704;392.8610 704392.8610 MORLEY CSX Railroad 1800232.0744 W y ss PIN: 5539-5 387 ( \ Duke Energy 1X0.789.3766_1.80/.769.3766 '� 1 �' DB' 2743. PG Zi3Z NC Dept. of Transportation 704;982.0104 7049863700 Ste* Co Comm r ✓ NC One Call Center Area Rep 1. •855.5760_1.800.632A949 \ \� `'559. Norfolk Southam Raiiwa Nle, 1 o1As3210 DESIGNED BY EAB North Carolina Railroad Com any a194154.7601,_N/A. MH B �, •�. , Piedmont Natural Gas (fka Company 704.364.3120 1.86.752.7504 DRAWN BY: BCC HE ABANDONED) , Plantation Pipeline N/k 1.800.510.5678 I / ' ST 4+70.88. PSNC Ener Concora 704:.723.431a 1.577.7762427 \ ' \ Energy CHECKED BY: EAB \ t t / / �z `a / RIM: 0.60 , Sprint Embarg N/k. ,.886.723.8010 i / t \ \ 1 Y I Time Warner Cable Concord 704,378.2856 704378.2626 Option 5,2,1 Union Pawar N/s` 1.86922.6840 SCALE: AS SHOWN UtillQuest Locator Concord 704:.864.8333_ r ,_ 1.800.632.4949 NC One CsU A STRUCTURE - (10) l / \ \ \ \ ALAN ./ ! 11 �\ water &Sewer Authority of Cabanvs Co 704;786.17R; 7oa:788A16417RWWTP DATE: 03/25/1.4 \ STTA: 8:01 / \ Windstream 704,722.2000__1.800.800.6609 RIM:- - - - - T - - - _ _ - - - - - - - 3 SCALE.- n �� \ , NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA' ONE CALL / (FORMERLY ULQCO) PROJECT NUMBER: 2011-065 NORTH CAROLINA ONE CALL 1-800-632-4949 SHEET: 4 OF: 9 PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 EAL _ 17577 ; QGINS- X � Engineer's Seal Surveyor's Seal ,J J Q ` - LL W Z 0 JW LO LL ' TO- z 3: 0 WNU) ® W -W 04 W CL -0+50 0+00 50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 U / /- , l \ \ \ y / /� \ NOTE: �GCITRACTOR TO FIELD VERIFY EXISTING SEWER 100 YEAR LOOD-.:., t tr t t l \ o �` l t \ \ \ / \ SERVICES A'N NSTALL NEW SEWER SERVICES AND CLEANOUTS o PLAIN"PEfFEMA ®®�`�I 1t ` / \ \ / / PANEL MAP N�IMBER WITHIN THE SIDE EDGE OF THE PROPOSED SEWER EASEMENT IBM: 3710553960J Dt6TED , t IRON ROD FO NOV. 5, 2018`\ PROPOSED MFi#2 ,��.�- ` t r I \ \ / \ \ \ AND TIE E),9STING SERVICES OVER. M �- ' -, \\ � \ � t \ \ / \ / LLI ELEV. 549.63 \ 4, \ / / ® \ . STA:1+50.02 \ �\ / / \ R RIIvI:552.08 t. \ ' \ / RECEIv1NG!IT, / \U. Ao I:. \ \ \ \ \ \ \ 15'x15 I \ \ PROPOSED MH#4 \ /`' ® ►�R, s :.\ \�\ \ s� NOTE:2° OF RESTRAINED 12" DIP WITH \ \ / STA:9+13.43 -• y Q ® ! ��% �. \ O' Q-.� \ \ \ 82' OF 24 ASING PIPE \ \ / -� ser 24 5s•w ! q, i - \ , :�•. , \ RIM:569.99 PICOPOS 12"PVC t04• / \ t\ \ C �\ `\ \ \ CONTRACT TO OPEN CUT CREEK \ \ STA- 9+44.79 IXSTA.0+C o 00 / - - 90 99' ---- \ \ �\�� . \ / SEE PUMP ARO D DETAIL \ vEX MH D TO BE REPLACED RIM:558.44 ( ) 4P `\\�\\ \ / / RIM:569.99 TRACTOR TO OPEN CUT EXISTING / �� ' // / s• �/ , / qtr / '�� / � / •. \ ;, � �•. \\`_ \\ .``::... �\`�\�'.. \ � s t \ RO AY 10 WIDTH EACH SIDE OF \ 30 STREAM BUFFER � : .. �. _ . � `. \. \\ SEWER L N€ LOCATION. CONTRACTOR�- v0 / . f.- i s9 a�'K •- 44 ® ♦ k- '' \' . \ TO USE UTILITY PATCH AND REPAIR �- - _ y i - O 5ROPZSSEL3 - f DETAIL SEE SHE�T� - - - \ ' `' � ! /', •.\. - `� \\`•\\\\ \ \ / ® RVICE/CI�ANOUTS `�`Z` / �' ---_ 30• ?'. ♦ !. rl \ �'" ��\\\� \ \ , \ BORE PIT, 15X30' ♦ N m oC ' CONTRACTOR TO CONFIRM EXISTANCE / s� �3 S5 N,l�► h 2'r \ tel` --- AO j• `• \ \ \ \rte ; �:��.` \\� \\ \ \ WHITEHURsWceUN1RYVIEW OF SEWER SERVICE. IF THE SERVICE IS / . . / ,D \ , yc•�� ♦ \ MOBLE HOME PARK 3, } \ EX SHfB EX o �.♦ \\ \ .\ S \• \~",\ \ S \ \ NOT ACTIVE THE SERVICE IS TO BE : / o / -- -- -t- - I 1 / 1 , + '. 1 \ ! �. \ °'A . \� O• ` ss sA. \ \ / \ U.C. PAD 2 . . \ 3• �S- \ 1^ o ABANDONED WITHIN THE WSACC �,. r ss \ ---- . / . ❑ ♦ [� \ ♦ \ \ \ / PIN:5538-59-8419 EASEMENT BY REMOVAL AND THE EX SEWER C Qlt" a • - \. \ \ \ ` isM' \ % DB 7208, PG 154 PLUGGING THE END. IF THE EXISTING �¢� / . 'ss �� ` `\ ..\. \ \\�\\ �� ` \ \ - ' . ..\ \ \ \ \ RAIL ROAD SPIKE \ / -"'�^ s 2a SERVICE IS STILL ACTIVE, THE SEWER / �. '� / / �s EE, PAD \\ ` > • \ �' .� . `� \ \� \� \ \ \� \ \ 9Nti 55 >i 3d - SERVICE IS TO BE RECONNECTED TO �c ,,� _ _ \ -- -1- `� \ \ n .,''.� ® " \� \ \ . \ / Q'M•.� �•,� _ ,, -_ � \ � � \ .n � L \�\ \ � \\ IN ROADWAY 3� o /" , C 3gs. / 0 \ ca tAD '- \moo ♦.. \ Q. n \.. ��\ E{.' 'oo //y��-`' i THE NEW SEWER MAIN LOCATED ~� l --- S �� ® 1 \ \ \� .- .�\ •\ \\ �` .` El EV. 565.36 \ �` \ r""g` �,�t' �/' YpSED 9 h PROPOSED MH#1 s ,_ \ \ ., ®s \ ..\ \ s �a6*'�� R A EASEMENT ;;\ ♦ \ \ `\` \ \ �'� � ,. EX. BLI)G\. 0. J P.P. Y O� i � � ,5n5 5�1,.. �� r � `564�� OUTSIDE OF THE WS CC , - - - \ : ' \ \\ ` \ \` \ \ . ` �, e S t STA:0+59.02 X ' a� - _ _ ® '•� .56 ` \ sp. ��. / .rsr''� /�-. /. -^� `•ye �� -- - ' �\, / RIM:554:06 _% ! ,s�,a. � �•--- ® \ \ ,.\ \\� \�\ " �\ � P.P. \ / 10Q Y FLOOD 1 ` O w l \ !' \ \ \ \ \\�\ \ Q .> ^ !� . p�lG a� /' - \ PLAN PER FEMA 1 \ \ \. \ \ \ `. E "3J11� `� . - 9 ms> � � �� \ �` \\\\. \'� i\t1 t \ \\ y. �-...-.�- ��fiJ' �\ � y / \ "i.. �.r moi- s.•� ' o' i/ � � MARYANNE M. � PAN MAP NUMBER ` - + s �� ( \ . ` , , .� \\ . \.. '®\ . I \ k ,"' �. . -� ,56 \ SIVERS & husband i= > / / 71 5 390UJ DATED `'S5 X �� S ` \.\� \ \ - \ <v_ �„ �\ .•565 ` - / \ TODD J. r 3 5 EX MH� A S `' \ .\ 1 \i \. \ \ t i _ 00 N '`�..'� �\ - _ ..56'!" ' „ / / ./• / ! �..- . �e _\.. � \ i \ y �'�- ...� ♦ %" -- � "" �\ PIN: 5539-50-0140 NOV. 5, 2008 C STA 1+8t. \3 \\�\ `1 h - - ` e m \ \- - . ' SH 1 - \ \\\ \ S% ' f t V �` �� oI ` .�� \ -� X566 DB 2114, PG 219 qq55 1` E�, ct _ / / RIM:553.5p cs I 1' \ \ \11 \.•j t 56 F-� ` �--- \ V Q y "•-.,,..- ? c s dry` \ \\'\\ it :. -�\ / �� -- ' \ S V) iD _� �I �� ♦ e +ELEC PAS%.•:' t .\\\\\`\ l.. :( t. 11. \ i�� -__ ! 1+ .c \ \\` \\ �1�_, \ \ � /43 _ PROPOSED - ,� I,\�� (. ii by 47• �" - \ \ __- �` N/A ' - ELI:C:''P4 \ 1. \ ♦ i -t . 0 ®-e ~ 563' ` \ ♦ \ JOSE JULIO ADAMS � r -. ERVICE/CLEANOUTS w � -• � _ - , l�} I � -�.. \ � e> � � � � SHE \\�•• \\ `\\\\ ! 7y 7 t 1I is tiO�o � ....� ar1'`` -.° ` .,� � \ ♦ \ .-� $AENZ > / , ` SHALLOW DR�AI GE _\�` `� ! y l P /! , t o / \ - ` \� ° 56� -- �\ \` �� P1N:5539 50-ti65. PROTECTION OF ta0Si1NG UTILITIES `� \ \ \ �\t \� o ` t DITCH TO BE \ DB 7386, PG 268 a0 1' \ \\:\\\\` f1 t� t` / \ 1 S S&! \ `\ ♦` �S• t \ THE CONTRACTOR SHALL CONTACT THE. APPROPRIATE AGENCY FOR THE EXACT `FIELD STREAM BUFFS 9F ® �..\\..� �\ :\ :�s,� \ RE-ESTABLISHED BY \ / LOCATIONS OF ALL WATER. SEWER, ELECTRIC, TELEPHQ4F. TELEVISION AND ANY OTHER ` / t / / \ \ ? ' ! S . O \ \ \ ` . UNDERGROUND AND OVERHEAD UTILITY BEFORE START G CONSTRUCTION. THE / 0 \ ' I I R'►'O , \ \ \ \ \ s� ` \ } \ CONTRACTOR \ , \ OMISSION FROM OR THE INCLUSION OF UTILITY LOCATi ON JHE CONTRACT DRAWINGS EX MH C\ PROPOSED SEWER IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCA71ON OF N/ - \ S�' \� I (TO JE REPLACED) \ ' 2 ��/ � \ S1=RVICEtCLEANOUTS \ \ / EXISTING UTILITIES. IT SMALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY I WHITEHURST/UN EW _ `� STA 5+58.50 --- y . i ♦� rOe PROPOSED MFi#3 �! THE LOCATION AND DEPTH OF ALL UNDERGROUND 1TIES ALONG THE ROUTE OF MOBLE HO E P K RIM:56206 :o' i �\ /�/` STA:5+27.13 , JOSE JULIO ADAMS \ WORK LI I \ /' m /i i SEANZ / THE FOLLOWING US71NG OF U71UTY COMPANIES (WHIG ;f MAY OR MAY NOT BE COMPLETE) PIN: 5538- 9-8412--j(r m , ad_ ! �/. m ��/ PJM:5C2.07 _ \ MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTUTIES IN THE CONTRACT VICINITY OB 7208, PG 154 X - \ � }/ 1 �o / (, -�► �_ SS �%!'1 ! !. \ , MARTIN NJ MORLEY ` DB 73 6, PG 268 / \ COMPANY NAME OF"+CEAFTER HOURS EMERGENCY W /'.... / ! ® \ • �58ii \ ! ,. �.� ` & SHIRLEY J. ` \ Amtrak N/R 1.800331.1138 F- �.. \ 1 \ ! \ MORLEYAT&T 1.673.627.5335____1.8002M.1133 Q PiN 5539-50-2383 , \ \ Caborrus County Emergency Mgmt 704-920.2143 704.9203000 2743, PG 282 \ Carolina Water - Utilities Inc. (Zemosa Aeras) 704;525.7990 704.525.7990 N/A ` City of Concord Electric Systems 704;920.5315 704.92o5S55 ),/ MARTI J. MORLEY , \ City of Concord Emergency gmt 704.920.5528 704920.5555 �C BLDG '��; % / ( tQ 11 j:h� i �P.P: & SHI J Colonial Pipeline Company 704;392.8610 704392.8610 MORLEY CSX Railroad 1800232.0744 W y ss PIN: 5539-5 387 ( \ Duke Energy 1X0.789.3766_1.80/.769.3766 '� 1 �' DB' 2743. PG Zi3Z NC Dept. of Transportation 704;982.0104 7049863700 Ste* Co Comm r ✓ NC One Call Center Area Rep 1. •855.5760_1.800.632A949 \ \� `'559. Norfolk Southam Raiiwa Nle, 1 o1As3210 DESIGNED BY EAB North Carolina Railroad Com any a194154.7601,_N/A. MH B �, •�. , Piedmont Natural Gas (fka Company 704.364.3120 1.86.752.7504 DRAWN BY: BCC HE ABANDONED) , Plantation Pipeline N/k 1.800.510.5678 I / ' ST 4+70.88. PSNC Ener Concora 704:.723.431a 1.577.7762427 \ ' \ Energy CHECKED BY: EAB \ t t / / �z `a / RIM: 0.60 , Sprint Embarg N/k. ,.886.723.8010 i / t \ \ 1 Y I Time Warner Cable Concord 704,378.2856 704378.2626 Option 5,2,1 Union Pawar N/s` 1.86922.6840 SCALE: AS SHOWN UtillQuest Locator Concord 704:.864.8333_ r ,_ 1.800.632.4949 NC One CsU A STRUCTURE - (10) l / \ \ \ \ ALAN ./ ! 11 �\ water &Sewer Authority of Cabanvs Co 704;786.17R; 7oa:788A16417RWWTP DATE: 03/25/1.4 \ STTA: 8:01 / \ Windstream 704,722.2000__1.800.800.6609 RIM:- - - - - T - - - _ _ - - - - - - - 3 SCALE.- n �� \ , NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA' ONE CALL / (FORMERLY ULQCO) PROJECT NUMBER: 2011-065 NORTH CAROLINA ONE CALL 1-800-632-4949 SHEET: 4 OF: 9 \ \ A t t . PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 ♦ ! 1 I CONCORD N.C. 28026 (704) 920.5425 i t \ S AL AL — \ • \ I <. \ � � ® ! 1 � J I ® O . roti •.�1." 'aC �® - 17577 Z GINy ,n I ^ 559' -- \ � O�j� — ,, .� ••••.� -- ® i �� ! 1 ```` 1 /Ilittl Engineers Seal 4.11 \ �'• � i ';err ®°-•�`; -;`� SS54:- op _ / ,\ ` \\\ g S59' ii rij�y i,'yi.. \�� \ \ _ /..T -..,,,. � _.. �s�vs,� � ..,'''- f'• -. / l J . '� \ ! _ _ \ \ JB1'., ___/ \ �®' \` it \ \"\ ®+�' _• /^.7..-•^ 1 •565•_— .._ �/ 6 ' / \ \ \ \ ® X... S \ `?• ` 011�_ .� / _ / 171 ors Seal Surve / _'' , i'i ". ./ '. _ - yC `' -. � \ ` S \`s8 :jam•\ \ \ ` . _ `�\ � � y \ •. .`.�,,,.\ / = ". ``- ,-� - `4,66 \\, Sg4s`3 ��:.� ^^':,\.`\\ ` ' � �f. , \ _ �_ � •�` _ \ •�'^i( I £g6 ti tip J i/moi/,/ / / j - `` `\ $•\ \ �\�� \ _' i�..,`\ :'` .t Cj66 / , ' / ,j 5j,tib%' \ \ \ ��\� ��\ • ` .� J J V 11 LL (� 1 ' LU CLLLJ1 ry - ' iii'' %! 'i'// ..• ' 1 ' .. _ � ` 1 \ r 0 i W E J e;l •1 ` � � -� LIMITS OF / ! / I �✓ h / / •�' �il;� r�` ' / , / 1 DISTURBANCE / — , W U TO_11:1-Vt�I'PI]3V — ` / l — /EASEMENT AREAS _ J -� / / JJ 1 ♦ ;1 Z) — ry 7 _ ( ' ' NOTES \ 1: CONTRACTOR IS TO PLACE ALL PROPOSED EROSION CONTROL ( ' ( ROCK OULTLETS AND SED. TRAPS IN FIELD VERIFIED LOW POINTS ( TO MINIMIZE THE NEED FOR DIVERSION DITCHES. 1 SEDIMENTATION AND EROSION CONTROL LEGEND \ \\ o TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT TECTION OF EXISTING UTILITIES \ \ \ \\ ONTRACTOR SHALL CONTACT THE APPROPR;/ a� A CY FOR TIE EXACT FIELD I 1 —TD— DIVERSION (TEMPORARY) L A DNS OF ALL WATER. SEWER. ELECTRIC. LHON 7SION #WD ANY OTHER 1 UN OUND AND OVERHEAD UTILITY BEFORE zdTING C NSTRUCTIO . THE OMI FROM OR THE INCLUSION OF UTILITY DATIONS THE CONTACT DRAWINGS Is NO BE CONSIDERED AS THE NONEXISTENCE, OF OR A QEFINITE LOsrATION OF SEDIMENT TRAP EXIST? 71LI7IES. IT SHAD. BE THE RESPONSIKITY OF THE ONTRACT0'2 SO VERIFY j THE LO N AND DEPTH OF ALL UNDERGROUND 1 �\WTIES AL G THE ROTE OF 1 K \ SO THE FO LLO LISTING OF UTILITY COMPANIES (We 6Cf{ MAY .OR 'M:Y NOT BE\COMPLETE) STONE OUTLET (SO) MAY HAVE TING UNDERGROUND OR OVERHEAD 11116 ES IN THE CONTRACT VICINITY. COMPANY N E 9FF"FtER HOURS ERGENCY t ' trak/A_ % 800331.000000Obbdbbd888888 I— [ i--►�---• SEDIMENT FENCE (SILT FENCE) AT 5.678.6 _335 .800.255.1133\ Q i a County ergency Mgmt 704.920.2143-7#4420.3M p Carotin oter - t sties Inc. (Zemosa Acres)�704.525.7990 7 525.7990 \ City of cord EI c c Systems 704.920.53}\5 7 20_555 11 City of cord Em ncy Mgmt 704.920.552 704 .5555 \ 1 Colonial PI Ina y 7043928617043 610 CSX Rotlroa NI/A \ IA00=0144 Ltj �\ Duke Energy -- 1' 800.769.3766' 1800.76 766 \ NO Dept of nsporta o 704.9820104704.9863 OSmalyCoC\omm NO One Cali ter Area R 4.336.855.5760 1.800.632.4 9 \� Norfolk Southam alwoy c9/A — \ 1.800.453 0 \ DESIGNED BY: EAB North Carolina R road Co p ny 9!9:954.7601 A \ 1 Piedmont Natural s (fka G) 704.364.3120 752.7504 \ DRAWN BY: -BCC PI ntotion Pipeline !/A 1800_10_678 \ IC PSNC Energy Cancor 704723.4310_1.776.2427\ CHECKED BY: EAB Sprint Embar /A—::1.723.8010 \ — — Time Warner Cable C rd 704.378.2856 7043*6260p8on\S,2,i \ — — — — — — — — — — — , Union Power 1/A 18009 6840 SCALE: AS SHOWN A UtillQuest Locotor _ Conco -__704.8644.8333 1.800.631A%9 NC Onean PLAN Water & Sewer Authority f Cuba Co 704786.178; 7047.18A RRWWTP \ DATE: 03/25/14Windstream 704.722200Q_1.800 800 \ ® �� 6O' NOTE: SOME OF THE ABO COMPAN DO NOT SUBSCRIBE TO CAROLINA ONE ALL SCALE: \ (FORMERLY ULOCO) \ PROJECT. NUMBER: 2011-065 NORTH CAROLINA ONE CALL 1-800-632-4949 SHEET. 6 OF: 9 r- WATER MAIN SANITARY SEWER SANITAjY S UNDER) MAFWA R (OVER) N c z 5- SEE WA1 NOTE MAII SANITARY I SEWER I SANITARY I SEWER C4 II 1 1 N&04.22 IliiZ SANITARY 2 SEE NOTE Vp SEWER (OVER) WATER A A MAIN s� WATERMIRO AINN SANITARY SEWER NOTE: WHEN THE WATER MAIN IS ABOVE THE, SANITARY SEWER, BUT WITH LESS THAN 24" CLEARANCE, OR WHEN THE SANITARY SEWER IS ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND THE SANITARY SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS. FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE .OF THE CROSSING. RELATION OF 'WATER MAINS TO SANITARY SEWEP, MAINS NOT TO SCALE BOLTS ON MH FRAME AND COVER PROVIDE BOLTS ONLY. WHERE. SPECIFIED 'LACE MAS11C BETWEEN - GRADE RINGS- - GRADE INGS--GRADE RINGS AS REQUIRED WIDTH OF PAY LIMITS FOR CASING PIPE HIGHWAY RAILROAD Ale. I MANHOLE STEPS PAVEMENT REMOVAL AND REPAIR L 15O.C. (TYPICAL) CONCRETE O. D. WALL 3/4" PIPE /-EX'STiNG a AMETER 4" DIAMETER TACK EDGES (Note 5) PP SECTION 3# 1.5 MIL�YEMENT .o To 1 114" 61 81. (TYP-) SURFACE WIDTH OF PAY LIMITS FOR CASING PIPE HIGHWAY RAILROAD Ale. SPIDER DIMENSIONS PAVEMENT REMOVAL AND REPAIR 0. D. O. D. CONCRETE O. D. WALL A /-EX'STiNG a MATCH EXISTING TACK EDGES (Note 5) PP SECTION 3# 1.5 MIL�YEMENT .o To 1 114" 51811 81. (TYP-) SURFACE A C&JRSE DEPTH 16 112" CLEAN, n i 2114" V, 12" SUITABLE BACKFILL 24" -\-SURFACE COURSE 0.250" COMPACT TO 98% OF IL 22112" 1.5 TO Z25" S 9. X 31, MAX. DRY DENSITY AS 161, 17A0" 3 V) .OBTAINED IN DT W 0.312" 30" 0.5001, -28 1/2" STANDARD PROCTOR 2 INTERMEDIATE "OURSE 24"" (ASTM D-698) DT. 36" jRSE 2.25 TO 4.0" 19. X 0.375" 361, 0.5626 341/2" BASE COURSE PLACE 2"i 3.0 TO 5.5 B 25. X CORRECT FILL PIPE SUPPORT ASSEMBLY MARK NUMISER GENERAL NOTES: LETTER PER EMBEDMENT 1. 4" AND 6" SEWER LATERAL - MINIMUM GRADE 1.07c In 7 z 0 DESIGN PLAN cn (SEE SPECIFICATIONS 3 DEPTH OF SEWER MAIN WILL NOT PERMIT. FOR TYPE, COMPACTION. IT. ui 811 X 211 X 114111 PL AND BLOCKING IF NEEDED 6" X 11/2" X 114'- PL > u- 3/8" !NUT & BOLT 81, w w SEINER LATERAL SHALL USE CLASS C BEDDING. X -o 477 a. Ui Lu ch a 12" Ui PL 6. WHERE THE DEPTH OF THE WYE BRANCH IS MORE THAN 10', A STANDPIPE SHALL BE W, x 3 6/8" X 318-1 PL f,318" NOTES: 1/2"INUT&SOLT 1. NEW PAVEMENT SHALL HAVE SECTION THICKNESS DESIGNED TO NCDOT SUPERPAVE PL STANDARDS AS PROVIDED BY ENGINEER OR MATCH EXISTING CONSTRUCTION, WHICk EVER W'X 4 3/4" X 3/8"; PL IS GREATER OR AS SPECIFIED BY THE CONTRACT DOCUMENTS. PL 2. TRENCH IS TO BE BACKFILLED IN COMPACTED 6" LAYERS BEFORE PAVEMENT REPAIRS ARE MADE. t-24-- 3. REFER TO EARTHWORK SPECIFICATIONS FOR EMBEDMENT AND FILL REQUIREMENTS. PL 4. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH OF PAY LIMITS SHALL 6" X 5 112" X 3/8"! PL APPLY TO STONE AND CONCRETE PAVEMENT AS WELL PL 5. 18" MIN. AROUND PATCHES AND 36" MIN. AT CURB CUTS. POOLING STORMWATER. UTILITY CUT REPLACEMENT DETAIL 9. SEWER LATERALS SHOULD TIE TO THE SEWER MAIN, BUT WHEN INDICATED ON THE SCALE NONE DRAWINGS, THE SEWER LATERAL CAN BE INSTALLED INTO A MANHOLE. A MAXIMUM OF 3 U11UTY NOTE WHEN A WATER MAIN OR SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM SEWER AND CONDITIONS PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, THE WATER MAIN OR SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH .JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 10. FEET ON EACH SIDE OF THE POINT OF CROSSING. (SEE DETAIL BELOW) .. -94 [=11 1-m--1 11=1 -=4 -11=Ral � -1r_-, I' U WATER MAIN OR -1"e 24" MIN. STORM SEWER 24" MIN. SANITARY SEWER STORM SEWER� WATER MAIN OR SANITARY SEWER I CONE SEC11ON VARIES 0" MIN. 12" MAX. FLAT SLAB UPPER SECTION ALLOWED ONLY WHERE DEPTHS WILL NOT. PERMIT CONE SECTIONS NOTES: 1. MANHOLE RISERS AND CONE SECTIONS SHALL CONFORM TO ASTM C-478, LATEST RE'ASION. 2. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE OF 2'-0' ABOVE THE EFFLUENT OVERT ELEVATION. 3. SEE FIGURE 23 FOR DROP' MANHOLE. 4. FLEXIBLE, WATERTIGHT, SYNTHETIC RUBBER SLEEVES, WITH STAINLESS STEEL CLAMP; DRAW BOLT AND NUT, OR CAST -IN SLEEVE; OR "A" LOCK CONNECTION SHALL BE FURNISHED FOR EACH PIPE TO MANHOLE CONNECTION. 5. SEE SPECIFICATIONS FOR MANIHOLE DIAMETER. STANDARD PRECAST CONCRETE MANHL,)LE NOT TO SCALE SIDE VIEW 7 C) CARRIER PIPE it 6' LEGS ROTATED OUT OF POSITION FOR CLARITY I END MEW CARRIER PIPE CASING PIPE HIGHWAY RAILROAD Ale. SPIDER DIMENSIONS NOMINAL. DIA. 0. D. O. D. WALL O. D. WALL A 0 a C 61, .6.901, 3 1.51 3# 1.5 Nin 1 114" 51811 81. 9.06.1 Is" 0.260" 181, 0.312" 16 112" 2114" V, 12" 13.20" 24" 0.250" 24%' 0.406" 22112" W 0 31, 4 161, 17A0" 3 0.312" 30" 0.5001, -28 1/2" 2' MIN. SEPARATION 2 1 1/2 24"" 36" 0.375" 361, 0.5626 341/2" 4" 2"i _�6:8:0:-:± C) CARRIER PIPE it 6' LEGS ROTATED OUT OF POSITION FOR CLARITY I END MEW CARRIER PIPE CASING PIPE HIGHWAY RAILROAD Ale. SPIDER DIMENSIONS NOMINAL. DIA. 0. D. O. D. WALL O. D. WALL A 0 a C 61, .6.901, 12.76" 0.1881, 12.75" 0.250" LL (/) 1 114" 51811 81. 9.06.1 Is" 0.260" 181, 0.312" 16 112" 2114" V, 12" 13.20" 24" 0.250" 24%' 0.406" 22112" W 0 31, 1 114" 161, 17A0" 301, 0.312" 30" 0.5001, -28 1/2" 2' MIN. SEPARATION 3 112" 1 1/2 24"" 36" 0.375" 361, 0.5626 341/2" 4" 2"i _�6:8:0:-:± PIPE SUPPORT ASSEMBLY MARK NUMISER GENERAL NOTES: NOMINAL DIA I 1. 4" AND 6" SEWER LATERAL - MINIMUM GRADE 1.07c 1 It It 2. THE LATERAL SHALL BE A MINIMUM OF 5' BELOW THE EGE OF PAVEMENT, EXCEPT WHERE 2 3 DEPTH OF SEWER MAIN WILL NOT PERMIT. 4 6" 811 X 211 X 114111 PL THAN 18" OF COVER IS MAINTAINED OVER THE SEWER LATERAL OR WHERE THE LATERAL 6" X 11/2" X 114'- PL 6"X 11W' PL 3/8" !NUT & BOLT 81, 8" X 3" X 1/4"; PL SEINER LATERAL SHALL USE CLASS C BEDDING. 6" X 3114" X 114' PL r,X 1/4" - PL 1/2"'!NUT & BOLT 12" 8" X 4" X 114"i PL 6. WHERE THE DEPTH OF THE WYE BRANCH IS MORE THAN 10', A STANDPIPE SHALL BE W, x 3 6/8" X 318-1 PL f,318" ' PL 1/2"INUT&SOLT 16" 8".X 4" X 3/8" PL 7. SEWER LATERAL CLEANOUTS SHALL BE LOCATED AT THE LEDGE OF THE RIGHT-OF-WAY OR W'X 4 3/4" X 3/8"; PL �X31r� PL Li t-24-- 8" X 4" X 3/8" 1 PL INDICATED ON THE APPROVED DESIGN DRAWINGS. 6" X 5 112" X 3/8"! PL S",X 3/8"1 PL 112-1. NUT & BOLT NOTES: 1. CARRIER PIPE IS RESTRAINED. PUSH -ON JOINT DIP, PROVIDE TWO SPIDERS PER JOINT OF CARRIER PIPE 2. SPIDERS, NUTS, BOLTS & WASHERS SHALL BE STAINI =SS STEEL. 3. ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPEci nED SLOPE. 4. CASING PIPE MATERIAL IS STEEL. WSACC CASING SPIDER 1 11/09 SVM TAB WATER AND SEWER AUTHORITY REVISION DATE BY CHKD OF CABARRUS COUNTY NO. I FILE 'NAME: M2.0 DATE: 07/08 ELEVATION E HOLE FOR INFLUENT WITH CORING MACHINE INSTALL FLEXIBLE BER COUPLING. :.NOTE #5) R=1 /2 O.D. PIPE BARREL 1/4- X 2- --Z STAINLESS STEEL STRAP WITH 2 ANCHOR BOLTS SECTION B -B 4!' MIN CLEAR FROM JOINT (ABOVE OR BELOW) CUT TO FIT 1/2 PIPE I.D. 16 0, mxa z 1/4- X 2- STAINLESS STEEL STRAP WITH 2 ANCHOR BOLTS SECTION A -A DETAIL NOTES: 1. PIPE FOR INSIDE DROP SHALL BE 35 PVC CONFORMING TO ASTM SPECIFICATION D3034. 2. BOTTOM BEND TO BE 90* SHORT BEND, BELLSPIGOT, OF SDR 35 PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF. CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN CHANNEL 3. NOTCH BELL OF PVC DROP TO ACCEPT DIP SPIGOT AS SHOWN. 4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90* BEND AS SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM SPACING OF FOUR FEET. 5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL FLEXIBLE RUBBER COUPLING. 6. CORE HOLE SHALL NOT ENTER CONE SECTION. 7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP. TYPICAL INSIDEOTTO DROP MANHOLE NSCALE WORK ZONE Ix OL: R (WIDTH VARIES) BORE PIT 10' (MIN)(MINI. RECEIVING SEE PLANS - _10 PIT 0" I-SEE PLANS o --"*'Lu Lu 71-q 'END WALL x x 3- (MIN) COVER END WALL =P ----------- \-COATED STEA- ENCASEMENT, REFERENCE WSACC DETAIL M2.0 'CASING SPIDER" RESTRAINED PUSH -ON ANCHOR BLOCK TYPICAL ANCHOR JOINT DUC71LE IRON CARRIER PIPE STREAM/CREEK CROSSINGS (NTS) 12- (MIN) V (MIN) WIDTH ir (m) CASING PI 12' (MIN) MIN CLEAR SPACE BETWEEN TRENCH ANCHOR AND CASING PIPE 1r (MIN) WALL WIDTH Ir (MIN) CASING PIPE• OONCREIE _,--CARRIER CASIN PIPE Dv- i i r CAM PIPE ULM EMBEDMENT 24' (MIN) ZC (MIN) CONCRETE (PLACE AGAINST UNDISTURBED SOL OR ROCK) 5 1ror WAY UNDISTURBED SOIL OR ROCK 12" (MN) SIDE ELEVATION 7 FRONT ELEVATION OF 'TRENCH. T EACH SIDE KEYED IN UNDISTURBED SOIL OR ROCK. CONIC. ANCHOR BLOCK GENERAL NOTES 1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL 8. D 8"1_ PIPE CASINGS. 2. INSTALL TWO (2) 1 -INCH DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL. 3. THE Prr/TRENCH EXCAVATION SHALL IN NO CASE BE CLOSER CASING PIPE flD THAN 10 -FEET FROM THE TOP OF STREAM AND/OR CREEK BANK 4. RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE CARFMR PIPE- SHALL IDMD THROUGH CASING PIPE ASSEMBLY. 5. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING PIPE lip A 1 %01 AND SPIDER REQUIREMENTS. WEEP HOLES COMMON BRICK MORTAR SEE NOTE 2 1 PART PORTLAND CEMENT 2 FARM SAND D - Dtk OF CASING PIPE END WALL SECTION (INTS) m BRASS CAP WITH GLUED 81 THREADED COUPLINGS GROUND SCH 40 PVC WATER TIGHT SCH 40 PVC 4" PLUG ADAPTOR AS REQUIRED 12' NIPPLE ROMAC STYLE "CS' 4" X 4' X 4" WYE SEWER11 SADDLE ASSEMBLY OR EQUAL SCH, 40 PVC AS REQUIRED 2' MIN. SEPARATION FROM PIPE JOINT OF 0 EXISTING GRAVITY SEWER MAIN GENERAL NOTES: 1. 4" AND 6" SEWER LATERAL - MINIMUM GRADE 1.0% 2. THE LATERAL SHALL BE A MINIMUM OF 5' BELOW THE EDGE OF PAVEMENT, EXCEPT WHERE DEPTH OF SEWER MAIN WILL NOT PERMIT. 3. DUCTILE IRON PIPE (DIP) MATERIAL SHALL BE USED WHERE LESS THAN 3' BUT NOT LESS THAN 18" OF COVER IS MAINTAINED OVER THE SEWER LATERAL OR WHERE THE LATERAL HAS 18' OR MORE GROUND COVER OVER. THE LATERAL 5. ALL SCHEDULE 40 PVC LATERALS SMALL BE INSTALLED USING CLASS B BEDDING. DIP SERVICE LATERAL SHALL USE CLASS C BEDDING * 6. A ROMAC STYLE "C80 SEWER SADDLE OR EQUAL WITH STAINLESS STEEL STRAP, BOLTS, NUTS, AND WASHERS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION ON EXISTING .SEWER MAINS. IMPORTANT, THE STRAP IS TO BE TIGHTENED EVENLY TO ENSURE THE SADDLE REMAINS ON CENTER WITH THE SEWER SERVICE HOLE CUT OUT. 7. THE SEWER SADDLE TAP SHALL BE LOCATED ABOVE THE FLOW LINE OF THE SEWER MAIN SUCH THAT THE BRANCH PIPE AXIS FORMS AN ANGLE OF 30 -DEGREES WITH THE HORIZONTAL. 8. WHERE THE DEPTH OF THE WYE BRANCH IS MORE THAN 10', A STANDPIPE SHALL BE INSTALLED TO BRING CONNECTIONS WITHIN 8' OF THE GROUND SURFACE, UNLESS A GREATER DEPTH THAN 8' IS REQUIRED TO PROVIDE THE MINIMUM SLOPE IN THE SERMCE. 9. SEWER SERVICE CLEANOUTS SHALL BE LOCATED AT THE EDGE OF THE RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENT. SEWER SERVICES THAT EXTEND FROM SEWER MAINS LOCATED WITHIN THE ROAD RIGHTS-OF-WAY SHALL BE LOCATED AT THE CENTER OF THE LOT OR AS INDICATED ON THE APPROVED DESIGN DRAWINGS. 10. SEWER SERVICE CLEANOUTS SHALL NOT BE LOCATED WITHIN ANY FEATURE CONVEYING OR POOLING STORMWAMER. SANITARY SEWER LATERAL ON AN EXISTING SEWER LINE NOT TO SCALE PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425. \A CA '3.o r I- 15� 0 l !tA Ir _ f SEAL S 1 7 757 "VG I NO"'* �v.`Y 1111111110,10 Engineees.Seal Surveyor's Seal 0 LL SHEET: 7 OF: 9 Ale. D D -0 U) BRASS CAP WITH GLUED 0 0 BI THREADED COUPLINGS J 0 GROUND All 0% Z < SCH 40 PVC 0 LL (/) W 04c) 0 ADAPTOR AS WATER TIGHT REQUIRED 46 PLUG .j SCH 40 PVC W F- 0 OR DUCTILE IRON Li. L2 3: W 0 12' NIPPLE SHEET: 7 OF: 9 Ale. D D -0 U) BRASS CAP WITH GLUED 0 0 BI THREADED COUPLINGS U) GROUND _TIL III SCH 40 PVC OR DUCTILE IRON ADAPTOR AS WATER TIGHT REQUIRED 46 PLUG SCH 40 PVC OR DUCTILE IRON WYE ASSEMBLY 12' NIPPLE 4" X 4' X 4" WYE 2' MIN. SEPARATION FROM PIPE JOINT PR` POSED GRAVITY SEWER MAIN z DR 35 PVC SHOWN 0 F: GENERAL NOTES: 1. 4" AND 6" SEWER LATERAL - MINIMUM GRADE 1.07c It It 2. THE LATERAL SHALL BE A MINIMUM OF 5' BELOW THE EGE OF PAVEMENT, EXCEPT WHERE DEPTH OF SEWER MAIN WILL NOT PERMIT. Ld Ld 3. DUCTILE IRON PIPE (DIP) MATERIAL SHALL BE USED WHERE LESS THAN 3' BUT NOT LESS THAN 18" OF COVER IS MAINTAINED OVER THE SEWER LATERAL OR WHERE THE LATERAL HAS 18' OR MORE GROUND COVER OVER THE LATERAL 4. ALL SCHEDULE 40 PVC LATERALS SHALL BE INSTALLED USING CLASS B BEDDING. DIP SEINER LATERAL SHALL USE CLASS C BEDDING. 5. THE SEWER LATERAL WYE SHALL BE LOCATED SUCH THAT. THE BRANCH PIPE AXIS FORMS AN ANGLE OF 30 -DEGREES WITH THE HORIZONTAL 6. WHERE THE DEPTH OF THE WYE BRANCH IS MORE THAN 10', A STANDPIPE SHALL BE INSTALLED TO BRING CONNECTIONS WITHIN 8' OF THE GROUND SURFACE, UNLESS A GREATER DEPTH THAN 8' IS REQUIRED TO PROVIDE THE MINIMUM SLOPE IN THE SERVICE. 7. SEWER LATERAL CLEANOUTS SHALL BE LOCATED AT THE LEDGE OF THE RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENT. SEWER LATAERALS THAT EXTEND FROM SEWER MAINS LOCATED Li WITHIN THE ROAD RIGHTS-OF-WAY SHALL BE LOCATED A7 THE CENTER OF THE LOT OR AS INDICATED ON THE APPROVED DESIGN DRAWINGS. 8. SEWER LATERAL CLEANOUTS SHALL NOT BE LOCATED WITHIN ANY FEATURE CONVEYING OR POOLING STORMWATER. 9. SEWER LATERALS SHOULD TIE TO THE SEWER MAIN, BUT WHEN INDICATED ON THE DRAWINGS, THE SEWER LATERAL CAN BE INSTALLED INTO A MANHOLE. A MAXIMUM OF 3 Lu LATERALS TO A DEADEND MANHOLE AND A MAXIMUM OF 2 LATERALS TO AN IN-LINE MANHOLE. DESIGNED BY. EAB 10. THE SEWER LATERAL MUST NOT EXTEND MORE THAN 6" BEYOND THE MANHOLE WALL AND THE LATERAL INVERT SHALL BE LEVEL WITH THE MANHOLE SHELF AND A CHANNEL SHALL DRAWN BY: BCC BE BUILT TO PROVIDE SMOOTH FLOW FROM THE LATERAL TO THE MAN LINE INVERT. CHECKED BY: EAB SCALE: AS SHOWN SANITARY SEWER LATERAL ON A PROPOSED SEWER LINE DATE: 03/25/14 NOT TO SCALE PROJECT NUMBER: 2011-065 SHEET: 7 OF: 9 EXAMPLE OF PUMP -AROUND OPERATION SPECIAL STILLING E (SEE PROJECT SPECIAL F (SEE NCDOT ;STANDARD DRA Utilize a Stabilized Outlet a Special Stilling Basin Clean Water. IMPERVIOUS DIKE (SEE PROJECT SPECIAL PROVIS TEMPORA FLEXIBLE F NOTES: 1) All excavation shall be performed in sections of channel. 2) Impervious dikes are .:to be used to stream flow when necessary. 3) All graded areas shall be stabilized 4 Maintenance of stream flow operatic to the work. This includes polyethyle sheeting, diversion pipes, pumps an( 5) Pumps and hoses shall be of suffici the work area. SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA 1. INSTALL SPECIAL STILLING BASIN(S).. 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE. 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION. AND PUMPING =A. AREA TO BE DEWATERED IN ACCORDANCE WITH THE DEWATER BEFORE REMOVAL SUS DIKES, PUMPS, AND 'REAM IMPERVIOUS DIKES FIRST). BE COMPLETED IN ONE DAY +EEN THE IMPERVIOUS DIKES. TOWN ON THIS SHEET ONLY JF WORK FOR EACH STREAM JSIBLE FOR DETERMINING (S) FOR EACH DAY'S WORK. ND BACKFILL. STABILIZE ,H. NORTH CAROLINA High Performance Living PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704) 920-5425 N CA�j i� SALE', 1 577 Engineer's Seal Surveyor's Seal us Uj 11J N r CL .r1 N o }— J _j'0 WU m QW _ LL 0 F— — 0. W c m z 0 Q rr U to irJ w a 0 W DESIGNED BY: EAB DRAWN BY: BCC CHECKED BY: EAB SCALE: AS SHOWN DATE: 03/25/14 PROJECT NUMBER: 2011--065 TEMPORARY DIVERSION DITCH CONSTRUCTION AND MAINTENANCE 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL 2. ENSURE THAT THE MINIMUM CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. 3. ENSURE THAT THE TOP; OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. .4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN; IN PLACE LESS THAN 30 WORKING DAYS. 6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR ANY DAMAGE. WHEN CONSTRUCTION AREA IS PERMANENTLY STABILIZED, REMOVE RIDGE AND CHANNEL AND BLEND TO NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE. REFERENCE . DETAIL BELOW 2:1 SLOPE (OR FLATTER) COMPACTED SOIL SLOPE TO SENSITIVE AREA �---- '6' TYPICAL -----I MAINTAIN POSITIVE GRADE IN DITCH (1.09 GRADE MAX. TEMPORARY EARTHEN DIVERSION DIKE WITH TRAPEZOIDAL DITCH GRADES OF TEMPORARY DIVERSION DITCHES TO FOLLOW NATURAL SLOPE OF GROUND. * PLANTED VEGETATIVE COVER SHALL BE WET AREAS SPECIES. CHECK DAM (TEMPORARY) CONSTRUCTION AND MAINTENANCE 1. PLACE STONES (2" TO 15") ON FILTER FABRIC WHERE SPECIFIED ON THE CONTRACT DRAWINGS. 2. CONSTRUCT TEMPORARY CHECK DAM AS SHOWN IN THE DETAIL 3. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TCP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM, 4. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM OVERFLOW. 5. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 6. CHECK FOR STONE BLOCKAGE AFTER EVENTS OF RAIN AT CULVERTS AND STORM DRAIN ENTRANCES. 7. INSPECT CHANNELS AND DAMS AFTER EACH RUNOFF EVENT. CLEANOUT AND SPREAD SEDIMENT IF DIRECTED BY INSPECTOR. 1.5" A MIN. FILTER FABRIC A CLASS A -OR B EROSION CONTRO 12' WASH STON_ STONE ON UPSTREAM FACE 24" MAX. 0 CENTER FLOW FILTER FABRIC SECTION "A - A" 6" L WAST HALF -RING INLET PROTECTION INLET FLOW PLAN VIEW PROFILE .VIEW TEMPORARY STONE INLET PROTECTION CONSTRUCTED FROM 3" RIP -RAP WITH 2:1 SIDE SLOPES AT A DEPTH OF 1.5' WITH A 6" LAYER OF x57 WASHED STONE ON THE SIDE AWAY FROM THE INLET.!' DUST 'CONTROL I. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL THE SURFACE IS WET. 2. DUST CONTROL MEASURE(S) SHALL BE USED THROUGH DRY WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE f EXIT USE ABC STONE 6" THICK LI ( 50' LONG (MIN.) PUB�,G ROP S. ABC STON M\N- 12 SEDIMENT FENCE CONSTRUCTION AND MAINTENANCE 1. CONSTRUCT THE SEDIMENT BARRIER USING A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS .OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120 F. 2- ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 3. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.] 4. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MIMIMUM 50 POUND TENSILE STRENGTH. 6. WHEN A WIRE MESH SUPPORT POST IS USED, SPACE POSTS AT A MAXIMUM OF 8 FEET APART. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A MINIMUM OF 24 INCHES. 7. EXTRA -STRENGTH FILTER FABRIC WITH 6 -FOOT POST SPACING DOES NOT REQUIRE A WIRE MESH SUPPORT FENCE. WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS. 8. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 9. STEEL POSTS TO BE USED ONLY. WOODEN POSTS NOT ALLOWED. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 11- INSPECT STRUCTURE EACH WEEK AND AFTER SIGNIFICANT RAINFALL. MAKE REPAIRS IMMEDIATELY, REPLACE BURLAP EVERY 60 DAYS. SEDIMENT IS TO BE DISPOSED OF PROPERLY. WHEN CONSTRUCTION AREA HAS BEEN PERMANENTLY STABILIZED, REMOVE STRUCTURE :AND UNSTABLE SEDIMENT. SMOOTH, BLEND, AND STABILIZE AREA. ECOMPACTED FILL -RE u=sem=a, nr-•at. ;..-. EXTEND FABRI INTO THE TRENCH =1C :<ff.=1tT -- 18" MAX. 'OMPACTED FILL STEEL POST CHECK DAM (TEMPORARY) W/ TEMPORARY IN -DITCH S�rnMFNT SR -DETAIL 1.5' A MIN. I I k V MIN WEIR J FILTER FABRIC CLASS A OR 11--\ EROSION CONTROL 12' WASH STONE STONE ON UPSTREAM FACE----,.�. Flow 24• MAX ® CENTER `- FILTER FABRIC SECTION 'A - A' IN -DITCH TEMP SEDIMENT TRAP 261X10'WX2'0 I. PLACE STONES (2' TO 15') ON FILTER FABRIC WHERE SPECIFIED ON THE CONTRACT DRAWINGS. 2. CONSTRUCTION CHECK DAM W/ TEMPORARY IN -DITCH SEDIMENT TRAP AS SHOWN IN THE DETAIL. EXCAVATE THE BASIN PER SPECIFIED DIMENSIONS WITHIN THE EXISTING DITCH. 3. FORM AT LEAST A 2' WEIR WITHIN CENTER OF CHECK DAM SUCH THAT THE STORM WATER FLOW PASSES OVER THE WEIR. 4. PROVIDE AT LEAST 12' OF WASHED STONE ON THE UPSTREAM FACE OF THE STONE CHECK DAM. - ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM OVERFLOW. 6. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE 7. CHECK FOR STONE BLOCKAGE AFTER EVENTS OF RAIN AT CULVERTS AND STORM DRAIN ENTRANCES. 8. INSPECT CHANNELS AND BASINS AFTER EACH RUNOFF EVENT. CLEANOUT AND DISPOSE OF THE SEDIMENT AND DEBRIS PROPERLY. NOTE: STRUCTURAL STONE SHALL BE CLASS 'B' FOR EROSION CONTROL PURPOSES, SEDIMENT CONTROL STONE SHALL BE NO. 57 OR NO. 57 STONE. STONE OUTLET AT SEDIMENT FENCE 31 SILT FENCE POST CEDIMENT CONTIR STONE MIN. MAX • 'ie�+'•3. SECTION 'A -A' TOP VIEW FRONT VIEW ENVIRONMENTAL PROTECTION SEDIMENTATION AND EROSION CONTROL ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS, YARDS, .LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND NATURAL AREAS. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL .CONSIST OF APPROVED PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND AS SHOWN ON THE CONSTRUCTION .DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH. IN THE EVENT THAT. LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR OF ENGINEERING FOR A FIELD CHANGE DISPOSITION. AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED .ON THE DIVISION .OF LAND RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS. PROTECTION OF WETLANDS ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY DIRECTIONS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN ACCORDANCE WITH PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT, THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 401 PERMIT/CERTIFICATION, AND THE DIVISION OF LAND RESOURCES' LETTER OF APPROVAL. SEEDING, GROUND COVERS, AND MULCHING AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY THE DIRECTOR OF ENGINEERING BY WORKING, FERTILIZING, SEEDING, AND MULCHING. SEEDING SHALL' BE DONE WITHINFIVE (5) DAYS AFTER THE INITIAL GROUND DISTURBANCE. THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES. TILLAGE SHALL CONTINUE UNTIL A WEATHER -PULVERIZED, FIRM, AND UNIFORM SITE IS PREPARED CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST. BE PROVIDED AND VISIBLE PONDING WILL NOT BE ALLOWED. ALL STONES, . ROCKS, STICKS, RUBBISH, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FEP TILIZATION. THE pH OF THE SOIL SHALL BE NON-TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN 1 INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM IN SCATTER PATTERN. A. BURY THE TOP OF THE MATTING IN A TRENCH 5 INCHES OR MORE IN DEPTH B. TAMP THE TRENCH FULL OF SOIL + W W + W SECURE ROW OF STAPLES, 10 INCHjI ;'••'•'•' SPACING, 4 INCHES DOWN FROM " THE TRENCH .;..�. W ((. W C 0"dERLAP THE MATTING AT UPPER END E. OVERFALL� �-•� 07 LOWER STRIP AS IN 'A' AND 'B', 0":0ERLAP END AND STAPLE. D CHIECK SLOT-- FOLD OF MATTING BURRI® IN _':,LIT OF TRENCH .AND TAMPED, DOUBLE- ROW OF STAPLES •' �•' /'•' _ :'::::' : •' r PLACE STAPLES 3 FEET APART r� AS REQUIRED TO KEEP THE :� ::'•::•;.::• MATTING FIRMLY PRESSED INTO THE SOIL 10" TYPICAL STAPLES F. PRESS ENDS OF MATTING 4 INCHES INTO THE SOIL #8 GAUGE WIRE AROUND STRUCTURES, AND STAPLE SECURELY. NOTES: 9 1/2'--� �- 1. MATTING FOR EROSION CONTROL SHALL BE JUTE MATTING OR EXCELSIOR MATTING. 2 MATTING . SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS AND SLOPES. DETAIL FOR STABIL17INr CHANNELS AND SLOPS WITH ROSION CONTROL (MATTING NO SCALE SILTSA-K® SPECIFICATIONS NOTE: THE SILTSACK WILL BE MANUFACTURED FROM A- WOVEN POLYPROPYLENE .7 -AERIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS. REGULAR FLOW SILTSACK a. (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF) PROPEDES TBr METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM TRAPEZOID TEAR D-3786 800 PSI ASTM UV RESISTANCE ASTM D-4533 D-4355 120 LBS 80 % APPARENT OPENING SIZE . ASTM D-4751 40 US SIEVE FLOW. RATE ASTM PERMITTIVITY D-4491 40 GAL/MIN/SQ FT ASTM D-4491 0.55 SEC -1 H1 -FLOW SILTSACK (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF) GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM MUH EN BURST D-4833 135 LBS ASTM TRAPEZOID TEAR ASTM D-3786 D-4533 420 PSI 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE (FLOW RATE ASTM PERMITTIVITY D-4491 200 GAL/MIN/SQ FT R ASTM D-4491 1.5 SEC -1 (FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS) DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK CAN BE MADE FROM EITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT OR, MADE COMPLETELY FROM AN OIL-ASSORBANT SILTSACK , WITH A WOVEN PILLOW INSERT. THE FOLLOWING SCHEDULES SHALL BE USED FOR RESEEDING DISTURBED AREAS: OU ALS J -CED STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE **** MIXTURE ******max************* RATE (LB/ACRE)*********************************s***** TALL FESCUE 100 SERICEA LESPEDEZA 30 KOBE LESPEDEZA 10 SEEDING DATES BEST POSSIBLE FALL AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25 LATE WINTER FEB. 15 - MAR. 21 FEB. 1 - APR. 15 SEEDING NOTES 1- FALL IS THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF. KOBE LESPEDEZA OVER FALL SEEDED TALLFESCUEIS VERY EFFECTIVE. 2. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED. 3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE BERMUDAGRASS AT 15 LB/ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME A PEST AND ONLY UPON THE APPROVAL OF THE DIRECTOR OF ENGINEERING. 4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LS/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY .1 AND AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN. FERTILIZER APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 75 LBS. PER 1000 SQ. FT. GROUND ,AGRICULTURAL LIMESTONE & 40 LBS PER 1000 SQ. FM 5-10-10 FERTILIZER. NO FERTILt7FR SNAI 1 RF pl ACEU WITHIN -EN (10) FEET OF STR ORAS MULCH APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVILENT COVER OF SUITABLE MULCHING MATERIAL TACK BY USING 0AEROSPRAY OR EQUAL, ROVING OR NETTING. NETTING IS TO BE USED ON STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. MAINTENANCE RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING. 2 -CED GENTLE SLOPES, AVERAGE/GOOD MOISTURE RETEN11ON AND LOW MAINTENANCE ****** MIXTURE **********s**** RATE (LB/ACRE) TALL FESCUE 80 SERICEA LESPEDEZA 20 KOBE LESPEDEZA 10 SEEDING DATES BEST POSSIBLE FALL AUG. 25 - SEPT. 15 AUG. 20 OCT. 25 LATE WINTER FEB. 15 - MAR. 21 FEB. 1 - APR. 15 SEEDING NOTES 1. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE 2. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED. 3 -WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. NORTjH CAROLINA High Performance Living .,��tI�E9�SIE��1��®1l lltl PREPARED BY ENGINEERING DEPARTMENT CITY OF CONCORD P.O. BOX 308 CONCORD N.C. 28026 (704)920-5425 A�Ovl 01 , r , • SEAL 17577 ;�/Q • GINB� �� Engineer's Seal Surveyor's Seal 4- BETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD. 40 5. !N WETLAND A LB/ACRE RYE GRAIN. [DEFINITIONREAS, RESEEDING/REPLANTING SHALL INCLUDE ENDEMIC PLANT SPECIESSUCH AS SMARTWEED, FALSE NETTLE,- CATTAIL SEDGE, SEDGES AND OTHER PLANTINGS AS sediment control barrier formed a . RESOURCES COMMISSION AND THE N.C. DEPARTMENT round a storm drain inlet by the use of RECOMMENDED BY THE N.C. WILDLIFE OF ENVIRONMENT AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE standard concrete block &gravel. PROHIBITED. TOP 6" TO 12 OF TRENCH TO BE BACKFILLED W/ ORIGINAL TOPSOIL FROM TRENCH, PURPOSE FERTILIZER To help prevent sediment from entering storm drains before stabilizing the CONSTRUCTION contributing watershed. This practice allows early use of the storm drain system. APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 75 LBS PER 1000 SQ.FT, GROUND AGRICULTURAL LIMESTONE & 40 LBS PER 1000 SQ. FT. 5-10-10 FERTILIZER.No EERMUZER SHAU. BE PLACED WITHIN (10) T OF STREAMS, SPECIFICATIONS MULCH. 1 �.. Loy one block on each side of the structure on its side in the bottom row to Z 0 Lo APPLY 4,000 LB/ACRE GRAIN' STRAW, OR EQWVILENT COVER OF SUITABLE MULCHING the crest drainage. stofthe foundation should be excavated at least storm droirrPlace 2 inches below the bottom row of blocks against the edge of LL. 0 MATERIAL TACK BY USING ®AEROSPRAY OR EQUAL, ROVING OR NETTING. NETTING IS TO BE the storm drain for lateral support and to ovoid washouts when overflow' occurs. USED ON STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE- LESSER AMOUNTS If needed, give lateral support to subsequent rows by placing 2X4 wood studs OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. through block openings. v, �/'� MAINTENANCE Z r' 2 Carefully fit hardware cloth. or comparable wire mesh with 1/2 inch openings V ) RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTIUZE AT END OF over all block openings to hotc3 grovel in place. o J Cil WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING. e , 3 Use clean gravel, 3/4 •to 1/2 inch in diameter, placed 2 inches below the top of the block on a 2:1 slope or flatter and smooth. it to an even grade. dot 57 ROADSIDES washed stone is recommended. J 3 -CED 4 If only stone and grovel ore used, kee the slope a tow Z GRASS PULLOVERS SIDE DITCHES,P P and the.inlet no steeper LTL W ` AND HIGH MAINTENANCE than 3:1. Leave a minimum 1I ft. wide levet stone area between the structure J around the i and O inlet to prevent gravel from entering inlet. On the slope toward the �• 0 W MIXTURE ********************* RATE LB ACRE ******************************** inlet, use stone 3 inches in f5ameter orlar. er. On ` ( / ) use 1 9 the slope away from the inlet. � TALL FESCUE 200 (4-5 LB/1000 SQ. FT) use 1 /2 - 3/4 inch gravel (rrdot #57 washed stone) at a minimum thift.ckness '+ �+ / SEEDING DATES REST PO 0 OSSIBLE MAINTENANCE FALL AUG.I15 -OCT. of Inspect the barrier after each rain and make repairs as needed. f'�'� WINTER AVOID SEEDING NOV. TO JAN. FEB. 15 -APR. 15 V SEEDING Remove sedimenta W ED NG NOTES (SEE NOTE 1.) s necessary to provide adequate storage volume for subsequent rains. 1. IF SEEDING MUST BE ACCOMPLISHED DURING WINTER, ADD 40 LB/ACRE RYE GRAIN AND When the contributing drainage area has been ad USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION. adequately istabilized, remove all materials and any unstable soil, and either savage or dispose of i property. Bring disturbed area to proper grade, then smooth and compact it. Appropriately stabilize all bare areas FERTILIZER around the inlet APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APP 1000 SQ. FT. GROUND AGRICULTURAL LIMESTONE & 40 LBS PER 10 LY 75 LBS PER 00 SQ. FT. 5-10-10 FERTILIZER. OPERATE 11LLAGE EQUIPMENT ACROSS SIDE DITCHES. NO FERTI 17ER SHALL BE PI ACEQ WITHIN TEN (10) FEET OF STR AM WIRE SCREEN MULCH DEWATERING MATTING MATERIAL (JUTE/EXCELSIOR .MATTING) SHALL BE USED TO COVER THE SIDE DITCH TEI"Po' SEDIMENT POOL CHANNEL UP TO THE HIGHEST LEVEL OF CHANNEL .FLOW. SECURE AGAINST WASHING. IN SEDIMENT ; OTHER AREAS USE 4,000 LB/ACRE GRAIN STRAW AND ANCHOR BY SECURING NETTING OVER - -- tO m STRAW OR BY TACKING WITH *AEROSPRAY OR EQUAL WHERE ALLOWED" N o BY THE DIRECTOR ENGINEERING. NOTE: LESSER AMOUNTS OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. DROP INLET STRAW & ANCHORING MATERIAL SHALL NOT BE ALLOWED TO WASH TO CHANNELS OR INLET W/ GRATE STRUCTURES. MAINTENANCE RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MOW REGULARLY FENCE IF GROUND COVERS SUCH AS EVERGREEN SHRUBS AND VINES ARE SPECIFIED, REFER TO THE NOTATIONS ON THE CONSTRUCTION DRAWINGS AND ANY ITEMS IN THE SPECIAL CONDITIONS AS SECURE FENCE TO SPACING, PLANTING RATES OR OTHER DIRECTIONS THAT ARE APPLICABLE TO THIS TYPE AS sHowN OF EROSION CONTROL. CGRAVEL RATE FILTER z O J - TEMP. STONE -_NOTES: CL DITCH CHECKUSE SILT FENCING ON ALL U STRUCTUSNS PP�ME ONTROLRCLASSO*B' SHALL HALL SBONE FOR EROSION SIDES BACKED WITH BE PAID FOR AT WIRE AS SHOWN IN HOG L,.1 THE CONTRACT UNIT PRICE PER TON 'STONE FOR DETAIL, 15-2. EROSION CONTROL CLASS. *B"' THE ENGINEER MAY DIRECT THE OPTION OF CLASS A' STONE FOR SITES HAVING LESS THAN -� ONE (1) ACRE DRAINAGE AREA AND A DITCH EDGE OF PAVEMENT GRADE LESS THAN 39. PAYMENT SHALL BE UNIT PRICE PER TON 'STONE FOR EROSION CONTROL �C'. CLASS A". O P SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57 > STRUCTURAL STONE STONE AND SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON 'SEDIMENT CONTROL STONE-. SCOPE SEDIMENT CONTROL STONE SHALL BE USED AS DIRECTED BY THE ENGINEER. LAY ONE BLOCK ON o D .D es - SIDE -- IN EACH FACE (4) 80�Q ISOMETRIC VIEW TOTAL FOR DEwATEwNa op a ® ® a$ 1' MIN. NATURAL GROUND o CONCRETE BLOCK c C% o w too SASE of DITCH p DESIGNED BY: EAB SEDIMENT 12" MIN. CROSS SECTION - - - Tom? - - - - - 0 00(90 DRAWN BY: BCC VEE DITCH FLOW CHECKED BY. EAB 21 SLOPE, GRAVEL FILTER OPTIONAL TYPE 'B' 4'-6' SCALE: AS SHOWN SILT BASIN L_ - - 12" THICK SEDIMENT CO OL STONE INLET C PROTECTION DATE. 03/25/14 CHECK DAM ELEVATION VIEW BLOCK ; & GRAVEL PROJECT NUMBER: 2011-065 SHEET: 9 OF 9