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Home My WebLink About20141244 Ver 1_401 Application_20141214� Transmittal December 3, 2014 Drawing no / Document ref. NC DWR, 401 & Buffer Permitting Unit Description/Title No. of copies To 512 North Salisbury Street Your ref 5 2 Raleigh, NC 27604 Job no 8616407 From Lisa Mitchell, PE Attention GHD tel 919 - 890 -0611 Project East Durham Outfall Sewer Repair GHD fax 919 - 890 -0601 Subject PCN Application Email Lisa Mitchell @ghd com Drawing no / Document ref. Issue Description/Title No. of copies 1 PCN Application Packages 5 2 PCN Application Fee 1 f 4ENR - WA -,ER RESOURCES ISSUED FOR ❑ your information ❑ construction ❑ quotation ® your approval /comments ❑ for re- submission ❑ returned to you Sent by ❑ GHD messenger ❑ Receiver's messenger ❑ Mailed under separate cover ® Mail enclosed REMARKS CC — Tony K Thomas — City of Durham 8616407/03 Dec 2014 PCN 1 of 1 Q�aF wnr�pG 2 0 1 4 1 2 4 4 P -c 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 la Type(s) of approval sought from the Corps ❑ Section 404 Permit ❑ Section 10 Permit lb Specify Nationwide Permit (NWP) number or General Permit (GP) number 3884/3893 1c Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1 d Type(s) of approval sought from the DWQ (check all that apply) ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ❑X No For the record only for Corps Permit ❑X 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 ❑X Yes ❑ No 1g Is the project located in any of NC's twenty coastal counties If yes, answer 1 h below ❑ Yes ❑X No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a Name of project East Durham Outfall Repairs 2b County Durham 2c Nearest municipality / town City of Durham 2d Subdivision name n/a _ 2e NCDOT only, T I P or state project no n/a C ® 4 2 3. Owner Information 3a Name(s) on Recorded Deed City of Durham (utility easements) DENR -WATER PER>•AITfING 3b Deed Book and Page No Various (see plans) 3c Responsible Party (for LLC if applicable) City of Durham (Tony Thomas, Project Manager - Department of Water Management) 3d Street address 1600 Mist Lake Drive 3e City, state, zip Durham, NC 27704 3f Telephone no 919 - 560 -4381 3g Fax no 919 - 560 -4479 3h Email address Tony Thomas @durhamnc 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 5. Agent/Consultant Information (if applicable) 5a Name Lisa Mitchell, PE 5b Business name (if applicable) GHD Consulting Services Inc 5c Street address 3128 Highwoods Blvd 5d City, state, zip Raleigh, INC 27604 5e Telephone no 919- 890 -0611 5f Fax no 919 - 890 -0601 5g Email address Lisa Mitchell @ghd com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) Multiple properties with City of Durham easement 1b Site coordinates (in decimal degrees) Latitude see attached Longitude see attached 1c Property size acres 2. Surface Waters 2a Name of nearest body of water to proposed project unnamed tributary to Ellerbe Creek 2b Water Quality Classification of nearest receiving water WS- IV,NSW 2c River basin Neuse 3. Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application The outfall follows an unnamed tributary surrounded by bottomland and wet hardwood forest within a mostly medium density detached dwellings residential community with some commercial The existing outfall is very close to the creek Portions of the creek have been routed through culverts I total, the existing outfall length is about1,370 feet with 5 manholes The outfall consists of 10 -inch VCP sanitary sewers 3b List the total estimated acreage of all existing wetlands on the property n/a 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1,000 perennial 3d Explain the purpose of the proposed project 40 intermittent Replace and rehabilitate aged sanitary sewers that are currently in close proximity to the unnamed tributary 3e Describe the overall project in detail, including the type of equipment to be used This linear replacement sewer protect involves dig and replace practices Installation will utilize excavators and backhoes for open cut installation 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes ❑ No ❑X Unknown Comments Not for this sewer protect 4b If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c If yes, who delineated the jurisdictional areas? Name (if known) Agency /Consultant Company Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 5. Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? El Yes ❑ No ❑X Unknown 5b If yes, explain in detail according to "help file" instructions 6. Future Project Plans 6a Is this a phased project? ❑ Yes ❑X No 6b If yes, explain Page 3of10 PCN Form — Version 14 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a Which sections were completed below for your project (check all that apply) ❑ Wetlands ❑X Streams — tributaries ❑X 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 one 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 & Stablize UT to Ellerbe PER DWQ 16 16 S2 T Excavation & Stabilze UT to Ellerbe PER DWQ 33 33 S3 T Excavation & Stabilze UT to Ellerbe INT DWQ 9 9 S4 S5 Choose one S6 Choose one 3h Total stream and tributary impacts 58 31 Comments Excavation is for sewer installation Original stream conditions will be restored after installation along with nprap /gabbion mattress bank stabilization Some rip rap already exists on the banks Page 4 of 10 PCN Form —Version 1 4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then indivii ually list all open water impacts below 4a Open water impact number Permanent (P) or Temporary T 4b Name of waterbody (if applicable) 4c Type of impact 4d Waterbody type 4e Area of impact (acres) 01 Choose one Choose O2 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f Total open water impacts 4g Comments 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below 5a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f Total: 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a. Project is in which protected basin? ❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other 6b Buffer Impact number — Permanent (P) or Temporary (T) 6c Reason for impact 6d Stream name 6e Buffer mitigation required? 6f Zone 1 impact (square feet ) 6g Zone 2 impact (square feet B1 SEE ATTACHED Yes /No B2 Yes /No B3 Yes /No B4 Yes /No B5 Yes /No B6 Yes /No 6h Total Buffer Impacts: 61 Comments Page 5 of 10 D Impact Justification and Mitigation 1. Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project The alignment of replacement sewers has been pushed as far from the top of bank and riparian buffer zones as possible while considering the constraints of existing structures and sewers and minimizing required easement acquisition Additionally, Site 5 required a non - perpendicular stream crossing due to existing site conflicts The alignment was chosen to avoid a significant gas main, existing gasoline storage at a gas station, and power distribution lines during construction 1 b Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques Excavated areas will be restored to existing grade and stabilized 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 ❑X No 2b If yes, mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a Name of Mitigation Bank EBX -EM, LLC 3b Credits Purchased (attach receipt and letter) Type Riparian buffer Type Choose one Type Choose one Quantity 22,388 Quantity Quantity statement of availability attached 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 acres 4h Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan Page 6 of 10 PCN Form — Version 1 4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a WIII the project result In an Impact within a protected riparian buffer that requires ❑ Yes ❑ No buffer mitigation? 6b If yes, then Identify the square feet of Impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for Impact Total Impact Multiplier Required mitigation (square feet) (square feet) Zone 1 temp excavation for sewer installation 5,245 3 (2 for Catawba) 15,735 Zone 2 1 5 6f Total buffer mitigation required- 15,735 6g If buffer mitigation Is required, discuss what type of mitigation Is proposed (e g , payment to private mitigation bank, permlttee responsible riparian buffer restoration, payment Into an approved In -lieu fee fund) Payment into an approved private mitigation bank Letter of acceptance is attached Zone 2 impacts involve non - electric utility line impacts unrelated to stream crossings, thus impacts are exempt 6h Comments Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a Does the project include or is it adjacent to protected riparian buffers identified ❑X Yes ❑ No within one of the NC Riparian Buffer Protection Rules? lb If yes, then is a diffuse flow plan included? If no, explain why This is a linear buried protect where disturbed land will be restored to existing grade ❑ Yes ❑No 2. Stormwater Management Plan 2a What is the overall percent Imperviousness of this project? 40% 2b Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c If this project DOES NOT require a Stormwater Management Plan, explain why This is a buried linear protect where disturbed land will be restored to existing grade No above ground grading or development is occurring, thus no increase in impervious area The contractor will not be leaving trench excavations open for extended periods - typically only what they can install and fill in one day 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? 3. Certified Local Government Stormwater Review 3a In which local government's jurisdiction Is this project? Durham ❑ 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 the approved Stormwater Management Plan with proof of approval been El Yes ❑X No attached? 4. DWQ Stormwater Program Review El Coastal counties ❑HQW 4a Which of the following state - implemented stormwater management programs apply ❑ORW (check all that apply) ❑Session Law 2006 -246 ❑Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X 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 involve an expenditure of public (federal /state /local) funds or the Yes ❑ 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 ❑X 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 ❑X No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? El Yes ❑X 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 E] Yes ❑X 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 4. Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility Page 9 of 10 PCN Form — Version 1 4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a WIII this project occur in or near an area with federally protected species or Fx� Yes ❑ No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X 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? FWS ECOS - The area defined is very large (County wide) There are no impacts to streams expect nprap /gabion mattress The area with the riparian buffer zones are already disturbed (paved, grass, etc ) Easement area is 25' wide and sewers will be trenched, filled and restores to natural grade 6. Essential Fish Habitat (Corps Requirement) 6a WIII this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? http /Iwww habitat noaa gov /protection /efh /efhmapper/index html 7. Historic or Prehistoric Cultural 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 ❑X 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? NC State Historic Preservation Office - HPOWEB GIS Service 8. Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA - designated 100 -year floodplain? ❑X Yes ❑ No 8b If yes, explain how project meets FEMA requirements This is a buried linear project where disturbed land will be restored to existing grade and the amount/type of surface area will not chnage from existing conditions No above ground grading or development is occurring The contractor will not be leaving trench excavations open for extended periods - typically only what they can install and fill in one day 8c What source(s) did you use to make the floodplain determination? FEMA flood insurance risk maps (FIRMS) Applicant/Agent's Printed Name Date Appl cant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided ) Page 10 of 10 East Durham Outfall Repairs Project City of Durham - Department of Water Management Stream Impact Coordinate Table Impact Stream Crossing (S1) Stream Crossing (S2) Latitude Longitude 359915 -788691 to to 359915 -788690 359920 -788688 to to 359921 -788688 Stream Crossing (S3) 35 9850 -788712 N V C4 O. E I- 4) m m 4) d (O s 7 O s s m c O C a) CD a) 0) 0) a) a) a) C Ecz LM U�U) L O i Upper Neuse Buffer - Nutrient Reduction Bank Forrest Creek Riparian Buffer Mitigation Bank Neuse Buffer Umbrella Bank Statement of Availability December 3, 2014 NC Division of Water Quality Ms Katie Merritt 401 Oversight /Express Permitting Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 U.S. Army Corps of Engineers Mr James Lastinger Regulator Project Manager Raleigh Regulatory Field Office 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re Project: City of Durham -East Durham Outfall This document confirms that City of Durham (Applicant) for the East Durham Outfall Project has expressed an interest to utilize 15,735 Square Feet of Riparian Buffer Mitigation Credits from either of the EBX Neuse Riparian Buffer Umbrella Mitigation Bank (Nahunta Site) located in the Neuse HUC 03020201 As the Bank Sponsor for the site, EBX attests to the fact that mitigation is available for transfer upon permit issuance at this time Banker will notify applicant if the 15,735 Square Feet of Riparian Buffer Mitigation become considered "At Risk" of not being available prior to permit issuance. Credits are not considered secured until payment in full is received from the applicant resulting in the issuance of a and Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits /units. The Banker will issue the Affidavit of Sale within three (3) days of receipt of the Purchase Price. Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 239 - 872 -1678 Best Regards AA44 �;k ______ Matthew R Fisher EBX 909 Capability Drive Suite 3100 Raleigh, NC 27606 35° 59'32"N 35° 59 28" N Soil Map— Durham County. North Carolina N (Exhibit 5) M W F �mm O� rt M 7 N f�1 M M N O to m 8 N t+� 692080 692090 692100 692110 692120 692130 692140 692150 3 N Map Scale: 1:510 if printed on A portrait (85" x 11 ") sheet. N N Meters 0 5 10 20 30 Feet 0 20 40 80 120 Map projection: Web Mercator Caner coordinates: WGS84 Edge tics: UTM Zone 17N WG584 USDA Natural Resources Web Soil Survey 10/17/2014 lim Conservation Service National Cooperative Soil Survey Page 1 of 3 W-W&ISAWAIL 35° 59 28" N m C_ O m U L 0 0 Z C � o U t E m -- 7 d m Z> 0 Un �I 0 Z w W J a Q '7 M O O N N r (U r � oa T N Z 7 to >` O N U) 7 N U) 'r m O N U!1 O_ o a� o �U c6 0 m Z d U) N Q1 U N o C O O N i6 m m 7 C •+ C m O z U 0 1 D C - d u, N cU O t/! 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N U N Y C_ T � N Y N U Q VI .o m Q m co U _O U m (7 m C7 M (13 N J J C_ _N N a O w m 0 m u) N (n C (n (n O u) a c a � ® x 1,,� X ' /y M �r 0c p 0 ® c� + ��+ ib H m i fn Q (0 -T Cl) C) O N N r a) O m —a T a) Z O ZU 7 m w 'y m O � v7 0_ L O a) 0 U C 0 Z U_ y2 W m N 0 C O 0 N ,_ W ++ � m Z c`o y 7 y .+ C m O Z U gi Z)k Soil Map— Durham County„ North Carolina Map Unit Legend s. ,+F � -§ j i e _ � it a'il �altc�`M4EY ��X yscy� -4�r �• Apra. -`) � �Yi� ^ �'a =a^" � "3Ye9Ki� � R-1-At ,- DurhamRCounty; North Carolina.(IVC063)r �. m�' , -tt _ " i-.i�aMAk"B `�'` a` '�= �k �'' �� ' d# Kaiu3F^'"k - l#�K'�Pid�`# �MapUmt °Symbol��Map n 1 ..�+" �.F} •¢�i �'8N + - _ v}"x'%c(a ^.�z`.d� � Umt Name��n �'3"j"�."� do '$ads "o" y:�a:- F"'"'�' d'i" 'T a ��^`�Acres,m A01�� 'k AY,r6��' s�;lt -m�� ,.a`rrss�°� ��iPercent ofAOh Cc ^Cartecay and Chewacla,soils, O� 24 380% to 2�percent,slopes, frequently flooded Ur Urban land 01 14% WSC White Store sandy loam, 6 to 10 3 7 1 580% percent,slopes WwC White Store-Urban land 02 2 ^6 %, complex, O to 10 percent slopes Totals for Area of Interest 6 1 1000% Exhibit 6 USDA Natural Resources Web Sod Survey 10/17/2014 Conservation {Service National Cooperative`Sod Survey Page -3 of 3 3 �r T / C l � l J1� ti t A o 0 Qj L-J r-t ' LL - � m r � O l z I*k V� ❑ _ W s c g a 3 . 3 m a I I I � m � I' v v City of Durham. East Durham Outfall Repairs - Project Narrative The City of Durham is constructing anew sanitary sewer outfall and abandoning the failing existing sanitary sewer outfall. The sewer is referred to as the East Durham Outfall. The proposed new sewer outfall will be 10- inches in diameter, which is the same size as the existing sewers in the project. This linear project involves dig and replace practices. The dig and replace areas require parallel pipe installation and ,abandonment of the existing pipe. There area few areas where the proposed',im prove ment recommendation includes relocating the interceptor away from existing creeks. Disturbed stream bank will be minimized and rip rap stabilization will be used. This project involves rehabilitation work on an existing sewer in a built -upon area. Work does occur within the designated Riparian Buffer Zone for the Neuse River Basin. Zone 1 work is allowable with mitigation and impacts are approximately 27,080 square feet (5,245 square feet of mitigation). Zone 2 work is allowable without, mitigation and includes 13,359 square feet (0 °square,'feet of mitigation). The 58'linear feet�of stream work should not result in a loss of use as the streambed will be restored to a natural condition and the banks will be stabilized with riprap /gabion mattress. Disturbed riparian areas will be restored to natural grade and seeded. - Species By County Report Species Environmental Conservation Online System Z� ` The following report contains �pecies that,are known,to or are'believed-tooccur in this county Species with rrange unre�inecl pa�t the stiite level are now excluded from this report lf,y6u are looking for the Section 7 Puuc | of) __ County Dum=NC Group fcoun!ySeanch Is;�ciisByC6untvRe6ort action ?d-1 6544-"- &d-16544-o=2&d-16544-p=l&fips=37063) Namb(countySearch's'L Flowering Plants !,h�=eciesProfilelprofilelspo | — . . . ^Ek^co"�,�eg^� ' `--------.—-�- -------- __---_-s�-------� ~� Last updated January 4,2013 htt»6/eoouj�vm. 0� pu6| 8�or�b| 7O03 |/4/20|3 . N C C l0 f0 a a. Version 1 4 January 9, 2009 401 & Buffer Permitting PCN Submittal Checklist El 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 mayor impacts - Express Review Fee (Amount requested on Acceptance Letter) N Four,(4) complete and collated'copies,of the PCN,Application and supporting documentation (instead of prodding 4 copies of the,full size plans you may provide two copies of full size plans along with two copies of, 11 X 17 plans) N/A 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 in pertaining to this project including the following - a Entire site development /layout plans, delineating all drainage,areas, b Design calculation sheet&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 orb /web /lr /bmp- manual) along with all required items; d A Notarized Operation & Maintenance Agreement for each stormwater, management facility, e Detailed construction drawing. sheets shall include (1) 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 — mlet.and outlet structures, forebay, respective zones and pertinent elevations N/A If your project' is located•within a State, implemented Riparian Buffer Rule Area, submiHhe 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 org /web /lr /bmp- manual) N/A 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 d'etermi,ne the expeditiousness of the review The following is a checklist of the types of pertinent information required at a minimum Maps and Plans: ® The most recent version,of the 1, 24,000 USGS Topographic Map Please cleanly draw, or delineate the site boundaries o'n 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 the, 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 sod survey map sheets can be obtained from the local NRCS County Office (http / /www nc nres usda qov /) 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 ® 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 -junsdictional 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 junsdictional and non- junsdictional wetland, stream, water features, State regulated buffers (delineated irito Zones 1 and 2) • Lot layout (if a subdivision or commercial development is proposed) - lots must be 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 wetland, or water features - if applicable) • Impacted areas = these should' correspond with the form on all lots within 100 feet of stream, Impact numbers listed' on your PCN' N/A 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- junsdictional 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 -junsdictional 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 :5,48 inches, and 1- foot`for culverts > 48 inches) Version 1 4 January 9, 2009 Wetland Impacts: N/A Precise grading and final elevation contours must be provided Existing vegetation and any clearing must be specified N/A All subsurface utility lines must indicate the location of anti -seep collars Construction detail for -anti -seep collars must be provided N/q Roadway or,other crossings of riparian wetlands may require, floodway culverts to maintain existing hydrological conditions N/A 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 N/A The inlet and the outlet of all culverts should be aligned with the stream as much as possible' Inlet and outlet elevations and streairnbed elevations should be indicated Any inlet or outlet 'protect'ion must be shown and enumerated on the impact;map(s) N/A For bottomless culverts 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 - 1'999 N/A 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 N/A Impacts associated with dam construction must indicate and enumerate all MI associated with the dam footprint, spillway and any bank stream bank stabilization The length of stream impounded must also be indicated and enumerated EISEA1BIf ;n'.T A PROPOSEDVARIAREWIDTH TEMPORARY EASEAOrT B5 \� TEMORARY�FASEB�.E0N1 V �J�� :CHI IAA wwR� Via. �� - 7 S RA- allP a, ISTREAM OROam.)) / •.f 12 / qr ' f6TgR ,nMID 52 (STREAM — SSINO) T IP - CDATEO Q.- 350 DIP a. PROPOSED VARIAAE MOTH TEMPORARY EAREMEHI - / 'P C49CADEPAO i 1 - 10'EPO%YCOAT® ! L cuss35a pP .. � r ssMN, poalowq 15igHWWY, f , N9 EMTB959 B56I9 a7011[I NM1A10 tAIERN. .97 NPAW9MN19 j -POSED PR P aeaea 0 20 Pi / TEMPORARY PROPoSED Y+FT '^,i / USEMEM PER. ANENTEA59B2T ■ / s5MN1 Not%= E21360111171 >S� PLAN LL sOE N Np 00N Al1'W eEnnev rr PERMf REVIEW LAM LAM SRH 110144 AT aRIaNAt sNE R,Nmr - .4r+rvn.an onp -ISw.a emey er sa�..t- nae-wp Dramn y pneNdortl D- w. R20a°brau tiAI PM Pm.e q � -Mmn.r tse sb w. OtemtuoT,TECN.w.nA.rPCMai / mW tewlaM Wq s• EPO%Y wnTED QASR 350 DIP Q • 2L S� 52 (STREAM — SSINO) T IP - CDATEO Q.- 350 DIP a. PROPOSED VARIAAE MOTH TEMPORARY EAREMEHI - / 'P C49CADEPAO i 1 - 10'EPO%YCOAT® ! L cuss35a pP .. � r ssMN, poalowq 15igHWWY, f , N9 EMTB959 B56I9 a7011[I NM1A10 tAIERN. .97 NPAW9MN19 j -POSED PR P aeaea 0 20 Pi / TEMPORARY PROPoSED Y+FT '^,i / USEMEM PER. 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ULi'135Y3dNR i \tll fe CITY OF D CAROLINA EASTDURHAM OUTFACE REPAIRS GENERAL NOTES 1 ALL MATERIALS USED AND CONSTRUCT ION METHODS EMPLOYED SHALL BE IN AC(ARWNCEWITH CITY OF DURHAM STANDARD SPECIFICATON3AND DETAILS UNESS OTNFA1Y15E SHOWN OR SPECIFIED SEWERTOVEM EASTWG HORIZONTAL Alm VERTICAL EiEVATKWS M ENSURE NO CON RCTVATIN NEW SEWER ELEVATKM SHOWN IN PROFEEFOR ETISIWGUIERIES ARE APPROXIMATE 3 WHERE SEWER SERVICES ARE SHOWN CONNECTING TO "HOLM FIELD COREORBL MANHOE TO ENSURE LATERALS ME AT CORRECT VERTICAL ELEVATION AND HORIZONTAL ALKNMEM 4 B6oRWTIpN PRESENTED ONNESEORA G46ati5 MA^ YPERRMtl W SER ENGNEERNG AND CONSTRUCTION FINALIZm M MAY D ]OUAMI51BSI1RFME UTILITY ENGINEERING BY MAEC FINNJZEO ON MACH 31 2DM E LIMITS OF OI MFJMNMSNWLBEBOUNDEDBYPE RNMNENTWtFMPOFMY EASEMENTS UNLESS SHOWN OTHERWISE & ALMMHOLES BIIFLLBE4FEETINDNMETERNNMAOEOFPRECWWKCREM UNLESSOTHERWSESHOWN 7 RFFERENCECONTMCT SPEGFrAT"SFORCMRINGTYPETOBEI WHEN CONNECTING NEW RPE TO EXSTING RPE S ALLTREESIN THE PERMANENT EASEMENT SHALL BE REMOVED UNLESS OTHERMSE NOTED 9 TIEESINTHE TEMPO YEA' MENTCMBEREMOVEDAITHECONTRACIORS DISCRETION UNLESS SHOWN OTHERWISE 1B MVEACOMRETEME 00grPACTD000MFNTSM9 MAPPFOTrEDSIKIP DRAWINGSMD EASEMENT RECD DSON THEJOB STEATAL TIMES 11 MAINTAIN SEWER SERVCE FOR ALL ACTIVE UTFRAJB. 11 VERIFY BENCHMARKS BEFORE BEOINWO CONSTRUCTION ACTIVITIES. 11 PROM ATLEAST2 WEEKS NOTICE TO RESIDENTS AND PROPERTYOWNERS OEM BEGINNING ANY WORN ON FAX PR"PERIY 14 CONTWLTORISREONREOTOOSTANNLNECESSMYWISfAJmBm PFRAOISBEFW STARTNG WORK 15 WHERE EI STNG FENCE SLOCATEDWOHIN THEPFRMANENTEASEMEM THE FENCE SW41 BE DIPASSENBIEDMD REMOVED FROM THE EDGE OFEASEMENT TO EDGE O EASEMENTYMEN CONSTRUCTION S IN THE AREA REMOVED FEM,ESECTONS WU SE REINSTALLEDDIRECTY NITER SANTARY SEWER TESTING ACCEPTANCE IN INSTANCES WHERE FENCES MUST BE DISTURBED AND NOT PERMANENTLY REINSTALLED ON THE $ME DAY CONSULT WITH THE PROPERLY OWNER TO DETERMINE E THE pSTAWTCN O TEMPORARY FENCING SHALL BE REQUIRED IS REFER TOSPECWrATCNS FOR ADDITIONAL RESWRAIION REOUREMENTS 17 CONTRACTOR SHAM REPAIR ALL OAV AYS PATCS CONCRETE SUBS STORM SEWERS AND UTILITY POLES TO EXSYNG CONDItmNSOR BETTER IS VERTICAL DA TUM 5ASEDONNOS9UW ANDYAr NAV0B3 HM HORQONTA CONTROL BASED ON NOS' RRNtY AND'KAr NADm(NSRS 2107) N ONDERGROUNDSTRUCTURESMAY VARY FROM LOCATIONS SHOWNAOORIOA .BURIED UR ITESSTRUL'TIRESKAYSEENCOUNTERED NOEXCAVAT MWEREMADEOURING THE PROCESS OF THE SURVEY TO LOCATE BURIED UTIUTMTRUCTHES 21 UTIU1Y(GHS) DENOTES UTILITY INFORMATION AS PROVIDEDBY THE CITY O DUtlAI PUBLIC WORKS OS DEPARTMENT SUCH INFOMATNON SHOWN SAPRm%ILNTEMO THE EXACT LOCATION S UNOETFRN IN W 2Y PROPERTYINFORMATXIN OWN AND RIGHT OF WAY WIDTHS SHWA AS PROYDED BY THE CITY OF OURHW TECHNOLOGY SOLUTMS43M DEPARTMENT SUCH INFORMATION SHOVM HS APPROXIMATE N 0 PROPBttt BOMDARY SURREYS NFRE CONDUCTED M INSTALFASB 7WCESSGATESONALLdSNRBEDPBNCES 2. NOPPoVATEWEUSWFREIDENTIFIEDORFlEIDLOCATED 2L WHEN SANITARY SEWER MNNSAPE ABANDONED SUNFARFEETOFSMRARH 'SEWER SHNL BE FlLLED W11N CONCRETE. AL NONHNMDOUSCONTAMNATED GROUNDVUTERSHALBEPLWEDINTOTHE SAKTMY SEWER SYSTEM 27 COTACTCRA'OFOURHAM ENONEERWGWSPECTK )NSAT91B56D4326ATLEAST4S HOURS PRIOR TO MANG APRECONSfiUCDON MEETING FOR REGULATORY REVIEW RB✓mlon Nos IMIURS �+A=e-- orNMr�lWSm�nMw MislMmarrawp .tr :,N�e.T.,1. Ira AM IN�BIM u,lm.. 13CR08ml 1213(GHDI32) DRAWING LIST DWG NO DRAWING TITLE 66.16407.6001 COVER SHEET 8616407 -0001 EXHIBIT 5 SANITARY SEWER PLAN 8 PROFILE 8616407 -0002 EXHIBIT 6 SANITARY SEWER PLAN & PROFILE 6616407L003 MANHOLE DETAILS 8616407 -0004 MISCELLANEOUS DETAILS 86- 164071',005 EROSION & SEDIMENTATION CONTROL NOTES 8 DETAILS 8616407 -0006 TRAFFIC CONTROL DETAILS 1 6616407 -CM7 TRAFFIC CONTROL DETAILS 2 c.a Fl.w cWm,ear�r..nun..FmN' ,earcm,e.9 CRY or DURHAM PL" WOWS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DALE TRANSPORTATION DATE DURHAM 1 8'6 9 CITY Of- MEDIOlNE VICINITY IDI SITE MAP NOT TO SCALE -G�H Dp f Yb SYMBOL LEGEND f TREE ABBREVIATIONS SURVEY BENONMMK T H 819890-0800 F 1919 B90J1fi01 I }IL'ls�_, =; ® �G -AYy� � _` re/ ^_J� 0001' i — r` i ✓ y'/� ��rV O PROPERTY CONEWMONUMENT P`POPUAR EXNAL O 1 1, W-WILLOW EX SURVEY d9S ® WAILER MANHOLE ,1'�t- �T{._5t -•- ��r LL�ri�JN: n�11s�1 -' WN REPAR SET 1589 y WATER SHUTOFF MAPLE ff -' F" OR Ot= 11WNPAELNTAL VICINITY IDI SITE MAP NOT TO SCALE -G�H Dp f Yb JRG SRH AS SFIOYM FOR REGULATORY REVIEW LAM GBNM CITY OF DURHAM, NORTH CAROLINA �- EAST DURHAM OUTFALL OUTFALL REPAIRS SRH I TAM COVER SHEET ArchD Drevn 86- 16407 -GO01 ngNo Rev A SYMBOL LEGEND f TREE ABBREVIATIONS SURVEY BENONMMK T H 819890-0800 F 1919 B90J1fi01 m HARDWOOD G =GUM ® CAPS PONE TRA,s N CM H= HICKORY O PROPERTY CONEWMONUMENT P`POPUAR EXNAL O WATBRMETER W-WILLOW EX SURVEY d9S ® WAILER MANHOLE 0= VV PI :MME WN REPAR SET 1589 =oO WATER SHUTOFF MAPLE eiP MIRONPIN OR Ot= 11WNPAELNTAL rR EX IRON REPAR fA WATERVALVE e STOM CATCH BASIN WELL (WATER OR MONITORING) MISC ABBREVIATIONS © STOW MANHOLE w® ,F.q FIRE HYDRANT - _ETSIGN CL= STORM SEWER CURB INLET OONNSPWT CURB INLET VA LANDSCAPE AREA O SUM -SANITARY SHYER AMAWgL.E TELEPHONE MANHOLE M100031NE CB= STOW SEWER CATCH BASIN L UTVBO( DECIDUOUS W' =SEWER LAVER BIOG IC ELECTRIC CITNE G4 CL FENCE (FENCE RL, UTILITY POLE POLE �T` EVERGREEN TREE WETLAND RAG WF= WEf1A1d1 FlMa IGXTp SS ESMF= SANITARY SEWER EASEME f ® S4NRNO,STPUCNE Bush VCP =`ATWED CLAY PIPE RCP =REINFORCED CONCRETE PIPE CLEANOUT - SOl1ARDTOST PVC= PoLYVINGYLCHOPIPE a0. REINFORD COE PPE CPP CORRUATED PLASTIC PIPE ❑ G GAS SIRLG BMX OF CUE my aGASSERVICEVALVE �WALVE R EOGEOFPAVEMENr UTILTY LINE LEGEND 0 ca w CATCH ROP1 SW DROP INLET `G IMOAT" CONTROL BOA EX UNDERGROUND GAS LINE YARD INLET S/W SIDEWALK - ----- EX OVERHEAD ELECTRIC ONES CI CURB INLET NTS NOT TO SOME .__�_____ EX SANITARY SEWER LINE FES FLARED END BECTON •BLDG BUILDING OUTLINE BASED '- SD �- _ EX STORM SEWER LINE 35a d0 SPOT ELEVATION ON OS DATA NOT FIELD -w - -- FX WATER LINES TOIL Of a TOP OF BAN( VERIFIED BORINGLOCATON EX FENCE - --' -- EX U DERGROWO FEBT OFM _ _ _ _ TEXT TOP LINES TET REPRESENTING EASTNGCONOMDNS X WETLANDS PROPOSED K W NMYSEWER LINE TDB TOP OF BANK TEXT TER REPRESENTING NEW fAMOR0N5 Q DPBIONMATTRESS - Lu LOST OFDtST UffiANLE IMETPROTECTIO! SJFENCE -- EX. EASEMENT -W �- � - PROPOSED PERMANENT EASEMENT - -- -- -- PROPOSED TEMP CONSTRUCTION EASEMENT JRG SRH AS SFIOYM FOR REGULATORY REVIEW LAM GBNM CITY OF DURHAM, NORTH CAROLINA �- EAST DURHAM OUTFALL OUTFALL REPAIRS SRH I TAM COVER SHEET ArchD Drevn 86- 16407 -GO01 ngNo Rev A f GHD Canwttmg Servmee Um 312Bl90sooNA BRe 8Jb UO RA11:1� NOM CsNrs 2Tfi0F USA T H 819890-0800 F 1919 B90J1fi01 HC iIWW No. F-0992 mn JRG SRH AS SFIOYM FOR REGULATORY REVIEW LAM GBNM CITY OF DURHAM, NORTH CAROLINA �- EAST DURHAM OUTFALL OUTFALL REPAIRS SRH I TAM COVER SHEET ArchD Drevn 86- 16407 -GO01 ngNo Rev A i STABILIZED COVSTRIX:tgN � \ ENiitPNCE PROPOSED WIABLE WIDTH TEMPORARY EASEMENT J w PIEMPw lJ MAYPASS' ANHOLE JOHN C BERRY JR o-WD 0 PG 156 6 a X05 50 PG PIG 156 S\\ { \ 432 GAPYST PW w3i 1 ^25fi893 NG CN q JUANACRU2 -- "° C AR, OSAIAST+O aolaEeN \ B 5342 PG C D \ �` \\ pw�wµ a WL PB 0 PG 18636 \ 11MtAA • FIR CTD GARYSTPIN 25x6'05 RIP RAPq, \ Od31 f22P4965 STABILIZATION 3yePA .-P ZONNG CN BENLTBAARL( (SEE NOTE 3) PK NAIL INA4PHALT PROPOSED 4 \ N SUM 14 VARIABLE WITH \\ E203BTG98, EIFV TEMPCF`FY / \ 33451 g=am (NAw Ba�cEOm,IIN EpsE1AENr -.�_ \ (NAD6Y011) / I v r�w6•u/ y C1REA1 - -ifs \ �rarw •/ e eA Pin, n1x /4 LATEP SRSIIY 5401 1 eu N kA '3367 7 IYVSW / J Nf TORE ABPIIDONED ONED P /i sitm � j �wu6g AlwE �, L / \ S>M19312T� ISEE NOTE /) -` -' 1 VOA -V / 1 ✓'� I, All 331A5 %� ✓" ., fro1„nMr pv6. --¢�— i /� INV SW 37145 LNY NE 321,5 TORE REPLACED PLUGAND ABANDON EXISTING ,P"To A"1 2'BD TIE NORTHEAST ` / I ` 49� NOTE 51 90Y05 RIP RAP STABILIiAT ` f I ISEE NONE ION dI "ET tuft 1 -i Fa InrR.•_ 0'EPO%Y COATED ,yF i A /// \, A �LA_� -'V�� r �// wo°.v"sil yr✓ /,/ cuss>SB DP P REA LMI)COMINC OB O dB W -G Jie 0 4 LATERAL. 5 623 N MWNI DLw _ ��MPORAR J r.w t r •-- ---- PIM1 093 2052797 N PROPOSE��V ZJ1,'M1G CG J EASEMENT _ PROT 2 ECT)ON -. G. _ IPDONWSE) Ne h/� E 8�19858 NB15808B8 E2D3B95697 PIK `N IN APIoWT 81597635 E 2436 EL 334 EL 75 \ \ / •F / / / A q (NAw BINAD 11Af RIM 3"NO2 STABILIZED CONSTRUCTION / / (NADBVNi,) NE 336 4 / J ENTRANCE INV NE 32314 „\ 9A /� / / SEE NOTE 1 / INV 5Y 31318 WYhN 31327 NOTES 1T 1 ENTRAICETOEXISTING�ASEMENTISONLBERTYSTREEL CLEARTREES PLAN AND SHRUBS WITHIN EASEMENT LIMNS PUCE STABILVED CONSTRUCTION SCALE 1 .4D ENTRANCE DOVMSTRENA WNHIN EASEMENT AFTER PARKING LOT 2 RECONSTRUCTUTERAL ALJGNMENTAS NECESSMYFCR NSTAILATICN INTONEWMPNHCLE COREDRIILMANHq .EFORPIPECONNECTIONS 3 PROVIDEROLLEDEROGIONCIXTROLPROWCTFORSTREAMDNMSAMR SEEDING AT THE END OF THE WORK DAY THAT R WAS DISTURBED 4 REMOVETO POFMWNOLET03FEETSEL.OWGRADE FILLBOTTOMOF MANHOLE WftH 3000 PSI CONCRETE TORN ELEVATION 6I FOOT ABOVE THE CROWIN OF THE PPE FILL REIVANNG PORTION CF .WHOLE W TH N0 57 STONE EXCEPT FILL TOP 3FEET WITH RP RAPTO FINISHED GRADE 5 USING BRICKS AND NOWSHRNK GROUT PLUG PPE AT MANHOE 6 25FOOTFERMANENTEASEMENT HAS BEEN ACCEPTED BY DWM WATERSEWER MAINTENANCE AND UTWTY ENGINEERING 7 NO WORK ON M0811.17A ON CAN COIBIENCE AT EYJ90R5bITE GViI$OG AND GROUNDWATER CONAIAINATION TESTING IS COWIETE. RESULTS HAVE BEENPROVIDEDTOTHEOWNERANDTHEIN PROVD7ESWRITTEN CONFIfUMT10N THAT WORK CAN COAMBJCE B WORK HOURS FOR EXHIBIT 5 SHALL BE AT NIGHT BETINEEN 7PM AND TAM 1 I FOR REGULATORY REVIEW No RawsM� Hop .a na Wnnrq PbtOU 20 Naen4er iota 2)IAY Pb�4K LW Y4AM HORIZONTAL1 ZE I 2g 10' W W VERTICAL 1 512E AT OR NAL S AT ONIGWPL 512E 0 1 1 6 8 'j ((N 81OF9M N13322SA03 \` E2032909317^ \ / I RIM: yf >� NNW Ata 316 7 I SU /( Imo' RfJ NW 31120! rl vwroau'I3i- � !r/ of // �Jll of xv�a � UiEPA/ SEEN OTE2y r te „i NMI 1 '�`L � - iS9H3tS121 \ % FP4 334 A9 '/. 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DB 1219 a0 B) P 7 ^2 WA MI X27 NMfAMIBLw R PIN 09.]1 2258939 ZONING CC � Ia , NE A f �Pmc WIGGINS EAST DURHAM L.0 DB T'B PO 92 jr{ P° a2 eG 36 M 08311N91w 1225ABM ZONING I ZONING TG SSO 1514. 0.117522 ___ __ _ _- V SE 32287 �- ItN NW 37282 I I � WEE 45 EAST DUPHAM lLC ` D 6 7219 PG.9' g9 / PB9PG 19 L31INMI MIBLw \ 4 LATERAL / FlN 0831 1225789516] lC^• YG CG Y \ >'U Sq j / rw•- 0 5 F.l PG 424 013.42 PG 424 PG96 ��A 5s \ 5N26 945NM6Mdi BLVD PIN 0831 117016 ZONING CN \ / /GA S �t -F ^" zxxr� YJEAEI rt >F PROPOSED VARIABLE TEMPORARY \\ % NF \ A EASEMENT J w PIEMPw lJ MAYPASS' ANHOLE JOHN C BERRY JR o-WD 0 PG 156 6 a X05 50 PG PIG 156 S\\ { \ 432 GAPYST PW w3i 1 ^25fi893 NG CN q JUANACRU2 -- "° C AR, OSAIAST+O aolaEeN \ B 5342 PG C D \ �` \\ pw�wµ a WL PB 0 PG 18636 \ 11MtAA • FIR CTD GARYSTPIN 25x6'05 RIP RAPq, \ Od31 f22P4965 STABILIZATION 3yePA .-P ZONNG CN BENLTBAARL( (SEE NOTE 3) PK NAIL INA4PHALT PROPOSED 4 \ N SUM 14 VARIABLE WITH \\ E203BTG98, EIFV TEMPCF`FY / \ 33451 g=am (NAw Ba�cEOm,IIN EpsE1AENr -.�_ \ (NAD6Y011) / I v r�w6•u/ y C1REA1 - -ifs \ �rarw •/ e eA Pin, n1x /4 LATEP SRSIIY 5401 1 eu N kA '3367 7 IYVSW / J Nf TORE ABPIIDONED ONED P /i sitm � j �wu6g AlwE �, L / \ S>M19312T� ISEE NOTE /) -` -' 1 VOA -V / 1 ✓'� I, All 331A5 %� ✓" ., fro1„nMr pv6. --¢�— i /� INV SW 37145 LNY NE 321,5 TORE REPLACED PLUGAND ABANDON EXISTING ,P"To A"1 2'BD TIE NORTHEAST ` / I ` 49� NOTE 51 90Y05 RIP RAP STABILIiAT ` f I ISEE NONE ION dI "ET tuft 1 -i Fa InrR.•_ 0'EPO%Y COATED ,yF i A /// \, A �LA_� -'V�� r �// wo°.v"sil yr✓ /,/ cuss>SB DP P REA LMI)COMINC OB O dB W -G Jie 0 4 LATERAL. 5 623 N MWNI DLw _ ��MPORAR J r.w t r •-- ---- PIM1 093 2052797 N PROPOSE��V ZJ1,'M1G CG J EASEMENT _ PROT 2 ECT)ON -. G. _ IPDONWSE) Ne h/� E 8�19858 NB15808B8 E2D3B95697 PIK `N IN APIoWT 81597635 E 2436 EL 334 EL 75 \ \ / •F / / / A q (NAw BINAD 11Af RIM 3"NO2 STABILIZED CONSTRUCTION / / (NADBVNi,) NE 336 4 / J ENTRANCE INV NE 32314 „\ 9A /� / / SEE NOTE 1 / INV 5Y 31318 WYhN 31327 NOTES 1T 1 ENTRAICETOEXISTING�ASEMENTISONLBERTYSTREEL CLEARTREES PLAN AND SHRUBS WITHIN EASEMENT LIMNS PUCE STABILVED CONSTRUCTION SCALE 1 .4D ENTRANCE DOVMSTRENA WNHIN EASEMENT AFTER PARKING LOT 2 RECONSTRUCTUTERAL ALJGNMENTAS NECESSMYFCR NSTAILATICN INTONEWMPNHCLE COREDRIILMANHq .EFORPIPECONNECTIONS 3 PROVIDEROLLEDEROGIONCIXTROLPROWCTFORSTREAMDNMSAMR SEEDING AT THE END OF THE WORK DAY THAT R WAS DISTURBED 4 REMOVETO POFMWNOLET03FEETSEL.OWGRADE FILLBOTTOMOF MANHOLE WftH 3000 PSI CONCRETE TORN ELEVATION 6I FOOT ABOVE THE CROWIN OF THE PPE FILL REIVANNG PORTION CF .WHOLE W TH N0 57 STONE EXCEPT FILL TOP 3FEET WITH RP RAPTO FINISHED GRADE 5 USING BRICKS AND NOWSHRNK GROUT PLUG PPE AT MANHOE 6 25FOOTFERMANENTEASEMENT HAS BEEN ACCEPTED BY DWM WATERSEWER MAINTENANCE AND UTWTY ENGINEERING 7 NO WORK ON M0811.17A ON CAN COIBIENCE AT EYJ90R5bITE GViI$OG AND GROUNDWATER CONAIAINATION TESTING IS COWIETE. 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GHD Gomulbng SewR*B Inc �O TRANSPORTATION— DATE__ RGl 3fIe HlpNwaaea ow stare 140 WMgn NxN CA1dM 2T3oa USA p ,) OCTOBER 2014 A FOR REGULATORY REVIEW JRG LAM SRH 71174 DATE_ T,e,BBeD06W P,B,B6BDaeD,,�� „- No Rawabn Nola +Na ups. wnamongwaiaweo fenwyaaartv- onaleeanry Ornm M aYw D Dare DATE II u” 1h EB+cga aaoa aF sc>veASSr7DwN �fxaeaaoa ..4 AmhD Drawing No 86- 16407 -0004 Rev A Paw.- mNRw�a +m,. viz rA, Parea eY La. 40M4 c.a Fr NO c, ss,e.o*c.00w>r�aav;,+es.,sw,<w. m.D °° ' 9 ..�' .. �f- , 'mss v „ . -,f .c4 ;s', '+ v s, ' _ 0,77 -7 t ,EROSION AND SEDIMENTATION CONTROL NOTES I CONTRACTOR IS RESPONSIBLE FOR FURNISHING NSTAWNGMDMANTANWGALLERMONMDSEDWENTATIONCONiRW .FEASUFtES IWNRL �'- '--{ SILT FENCE BUT SUFFICIENT TO KEEP 2 ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCCRDM`CE WITH THE NORTH CAROLNA OFPNRIMENTO FNYRONM£NT SEDNENTONSRE TRAVERSE SECTION VIEW AND NATURAL RESOURCES SEDIMENT CONTROL CODE LATEST EDITION - _ --- ,"'G =` ,. OWERLAOUS SHEETING 3 CONTRACTOR SHALL INSTALI.ALL EROSION AND SEDIMENTATION CONTROL MEASURES BEFORE CLEARIN G CONSTRUCTION OR DEMOLITION WCW IS BEGUN ' SJ STONE TO BE USED 25 OR WIDTH OF SARDBAGISTONE E)aSTWG (SURGE STONE ORRANROAD PROPOSED STREET TOP OF SALT FENCE DIVERSION 4 ALL EROSION AND CONTROL MEASURES SHALL BE WSPECtED AT LEAST WEEKLY OR AFTER EACH SICWFICAT PAN EVENTAND REPARED AS ROADWAY BALLAST) .: - "ONEVERa MUST BEAT LLASTI MST NECESSARY SEDIMENT SHALL BE PROPERLY DISPOSED O SO FURTHER SEDIMENT TRANSPORT DOES NOT OCCUR - -. GREATER TORO DESIGN FLONLEVEL / 5 F CONDITIONS OF CONCENTRATED FLOW OCCUR REPLACE TEMPORARY SILT FENCE WITH REINFORCED TIC WASHED STONE DISTURBED AREA STABILNED OUTLET FOR GEORBENT FENCE OR CHEO (DAMS BCD_ 6 CONTRACTOR SOUL PROVIDE TEMPORARY SEEDINGTOOEIIUDED AREAS TLUT WILLNOT BE BROUGHT TO FRONT VIEW UJMTpS WEEKS II FINK GRADE FOR A PERIOD GREATER THAN SHOWN N THE STABILIZATION TIMETABLE YN � 2YR FLOWS ELEVATION FOR OF 2Yfl ROOD ELEVATION TOIL PROJECTS OF LONGER DURATION 7 COITLICTCR SHALL PROVIDE PERMANENT SEEDING WITHIN THE TIME FRAMES GET N THE STA3ILPATION TeETABS AFTER FINAL GRADE 15 REIN CONSTRUCTKII STEEL FENCE L ANDNARDWEEN PLAN (III FILTER FABRIC STEEL FEN REACHED UNLESS TEMPORARY STABILIZATION HASBEEN APPLIED MW ' 30'MVI -' CLOTH IN TRENCH FE CE POST Ir — WIRE FENCE APART NN to �TY I7-- 8 BWAEOLATELY APPLY MULCH TO DENUDED AREAS DURING N044ROMNG SEASONS EASTAIGRO,DWAY HARDWARE CLOTH GROUND ND GROUND 9 ALL TEMPORARY CONTROL MEASURES SHALL REMAIN N PUCE UNTIL CONSTRUCTION IS COMPLETE AND SITE HAS BEEN PERMANENTLY STABILIZED 17 MW 10 MICIIOHSTMWSYTACKNGWOMEWLSFIE DASPHALT NE"NG ORRONNGORBYCRIPWGWTTHA 61AN - G WASHED STONE TFR _ —Ray OFSTREI OPENING MULCH ANCHORING TOOL WHEN USING EMULSIFIED ASPHALT APPLY 0.10 GALONS PER SQUARE YARD WASHED STONE O SREAAI YIU111 (10 GALLONS IOW SQUARE FEET) 11 DISTURBED AREA= fABRN: UNDER STONE 3' FILTER FABRIC y1ROBAGSTONE TURB �/ ONGRWNO DISREA DNERSON SITE5051ACRES 122415SO FT) A SITES D MACRES Im 4WSQFT) CROSS SECTION ^ AREA TOTAL 119aCREg(51874SOFT) STABILIZED CONSTRUCTION ENTRANCE N)OBEFORE WILD DIGTURBINGACTMTIESBEGN �L BURY WRE FENCE AND "BURY TO UPPEREDGE OF ANEW 12 CALLTHEVOIGSEEDiVS ECTNDULEAPI- NOT TO SLUE HARDWARECLOTH 1' FILTER FABRIC N TRENCH NOTES Iu� IES 13 THE FOLOWNG SEEDING SCFEWIE APPLIES SECTION NLW 1 REMOVE BRAKKESMD LARGE ROM FROM AREA WHERE SANDBAGS WILL BE PLACED tt EB W TEMPORARY SEEDING _ SILT FENCE OUTLET 2 IN STALL DIVERSION IMPERVIOUS ITHTE CENTER OF TH 21 LAYOUT SHEETING WITH TEN CENIEROTHE IIlETt LOCATED OVER THE CENTER OF SEED YON. AMENDMENTS MULCH NOT TO SCALE BAGDIERVIOUS N 1 THE SAND BAG DBE ARE STAGGERED PACK LIMESTONE ) 22 PUCE THE SANDBAGS TO THE DESIRED HEIGHT TSETTNG SO JOINTS LLSPEDEIA STABILIZATION TIMETABLE TIGHTLY TOGETHER. �A �Nlffq JAN tTO iMYt i (MAMn 21 WRAP SHEETING AROUND SANDBAG DIRE AND SECURE WITH A FINAL LAYER O SANDBAGS im 50 2-000 750 4000 ewESMT 8T01R STRAW R- AAGa65UIPlbn WABAPATKM1PE fRrME 'TA RPAAE 3 RPRAP WALL BE WASHED AND HAVE AM DIAMETER G 6'WCIES GERMAN MILLET LIMESTONE ARE iERTNIIER MAYITOAIGI5 RBACRE) PILACRET pCREI R�ACJE) vEt27xtFDABA 4 SANDBAG, SHOULD CONSIST OF NMIERWSRESSTMTTO UVPALIUTION TEARWGAm PUNCTUNE TLA MpvTS Brt06AN0 40 POW Tw 4000 N RESISTANT PUKTURE AND 5 SEARING POSITION N$ 0T THAT UPSTREAM PORTION COVERS DOWNSTREAM AN RYE (GRAIN) LIMESTONE FERTILIZER STRAW PUMP WATER FILTER BAG SPECIFIGTN3N uaulr wAt911rgw120HFS 7gv8 xWE TEARING POSITION 50 THAI UPSTREAM POTBTION LOVERS OONNSRREPM PORTION WRHAT (EAST AN ERTILR AUGISTODECm (LBCME) LEACREI (LBACRE) OFBTEmErAMOPaMRTEe 18i N�Gi FNIeWTX UOB xara�e 18-WLH OVEPLAP dQ 2000 1000 A000 E¢AYATKN mcNGGrnWEn 5Ma463aI16GIIMx eI Tan giFggG qre 6 SEDIAENTLADENWATER SHALL BE PUMPEDiHRWGHASEDIMEM FILTER BAG PRIOR TO DISCHARGE PERMANENT SEEDING SANDBAGiSTONEDIVERSION SEED SOIL FMENOMEMS MR11CN I »qh NOT TO SCALE ASn404b Au ORERABABYAM R6RM11Li111MN IE� x�GV TMLFESCUE LIMESTONE 1 1 STRAW r>;x RCNESI M10SY, FERTILIZER RBACRE) ASgnuAl rynaobT Nt35EC FEBISTOJIINI5 (L IMSY) L100b �TILZER •51110 -w11 55 TO m 25 4000 W IERWAIR ASq WAA' A0511ETApD A5fM0»pf JUN IStp AUG IS NOTE Bpou»cf moM Mn.ET.T LIMA vG swu M ro Re1 vNan*m AraAAr RTE, rxoGSmrA+A6Mx99mPaTfMWLBE wucroSrxlAn Mom oRmavAT IAxIeRBe+ABF LNVNaLCxruNm+GSx *Ha»o nxlFAgcTw,TLnTs ORNERAw9 TALL RESOLE LIMESTONE FERTIL2ER FERR R STRAIN _ SxitFGAPWS wclsroocr3o (LBloosn BBirosn RBI I 'ACRE) SEDIMENT FILTER BAG DETAIL 55 m m 25 4000 NOTTOSCAE v�' YG TAILFESCUE RYE(GNW) UMESTONE F16:1 FERTILIZER STRAW NOTES (LB100SY) ITS oI m luEloo SY) (RB IACRE) \ — -� � OEIRBAL I1aT[9 ~ LL�is NOVA TO FEB I5 Bp L085'0 1 ILD $yi I PITT SILT FENCE OR TREE PROTECTION FENCE UP STAB IZE 55 2 m m 25 A= TOENSJRECONSTRUCTIONENTRANCEISUSED APPROACH , G : I� °EepR0E1t 39 EI1 MIRI . J / r �l� � TOEwI.L eE9TN 1BFULL BM THe ee9w' M5 9. rgE$m 2 FCON5IRUCTION ON THE SITES ATE SUOIRUT A BUFFER )STREAM IMPACT NOTES �•' , - / THE WINE" _ 9 Man` OILY ME B[OE 4FSUTPES PIP 9u I M THEMMISMOTRENOVEDBYTTEVEIOCZE TRAVEL M A6 DIBEGTED eY THE ExeM I M /� _ GNATREL RTN CIASa I RZP IW' I9T 9TAT10X AA0 NOE OP tA1C io I THEFOLOWINGNDG TESTHETOTALMEA( SF) OFCLEMKWZCNESIAND2CENRFIEDBYTHE ING OVER THE STONE THEN THE TIRES OF THE ` -- y� --�� a$ 1 0 ENTERING THE RIPARIAN BUFFER RULES FOR THE NEUSE RIVER BASIN VEHICLES MUST BE WASHED BEFORE PUBIC ROAD r GIT E6 ZONE 78157 3 CONR ZONE ( 20NE 1 MAUTHO DEBRIS THE PULL GOVE4D ON T THECT ITY ROAD THE GOVERNING AUTHORITY ZONE 2 48385E 20NE 2 B]21 G° ON OAD 'MST LnI SFF WILL CLEAN THE AREAAND INVOICE THE CONTRACTOR L CLEAN THE A 2 STREAM CROSSING (PATS ' STNpVNAElALPo6R SITES 49LF TawaRGRO g( ,NB�x ` STABILIZED H Ba 1ivNt "� SIIE6 9lF APPROACH V r L-RI» Nw 7 e 02 TOTAL sBLF / M »,Aa h ILwMEL MITN CLA -•_A I OR CLASS It RIP RAP ww ABUTMENT gO � � ,14, a: Hsi TxvuumHlWSwwa RTa LNe vreae TFEwcEroaccaro _ EKB1BSroiNFTaOf mr. 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D— JRG DeAIOneT LAM CITY OF DURHAM, NORTH CAROLINA PUBIC WORKS DEPART" jp A � EAST DURHAM OUTFALL OUTFALL REPAIRS APPROVED � 4 CDGBN^0 gRH SRH SEDIMENTATION CONTROL ILL a EROSION 8L ENGINEERING DATE_ STORMWATEq DATE_ N5a A m p i GHD CDTsURmg Sernces Irk ^I'�°�G (PegeeR Ol lar) D� OCTOBER 2016 NOTES & DETAILS 11UNSPORTATION PTE_ DATE- F`f 1H, ?r CAA 31.8_ d 1408 blpx Nmm ramme zrea usT T191B eS11lDB F1919 N96a6a1 A FOR REGULATORY REVIEW JRG LAM SRH 11114 mu`MW �eruW Scab AS SH(WJl1 aPd ®' o NO 16407 G' NAG 1L E mwxM�aemF W No Revbm Not eq�r»bnem -mwMYW mG.daA...AB VSN m+xxndNenAp Dawn M Deb ll 74 NO ReBIrtrMOn No F-0BCQ / TED Drawing p6- —COOS Rev A PId OAb AXV.enbA ID,4 923AM P»BrOA ts. AlaM CAO FM NA GbTIebWTPP tX- YR,CMe614A0TSOpiM9 °m �N 09 S� Fa N Oyw �p�w T2�'y-1 -1 612 im�gm oQdw wOr FN�oN wO ¢O Z D W J C NO LL z F F nr ITT w OTT z GZ7 D z'yA Q H O ITT 92 O OW H rp t -..o o p p m o GENERAL NOTES oai ff ° $ Ra Rdue d F[d REna a Rte. H z Ai Z 1°NE M rfMR GN vFNi¢fD dlt�t4 ML BFVt¢Nbv�eRUwMULidiHE� 2 V w N S p dC�. — TI RA¢ l,au CtrMband M eTar[RB pe[[ n[rR»c[ RWRRUd�T1 •w.• 2 1 sa No LaoFL n [eam d „• mwI[n e[nF.a rand d ararm atdr PurNRx t,i LL v !°UfoR en rRVUUra u. = ^' r a LeE > arv.m Hart wnri¢ n rw!![c mrmL na A[ �nm Tma[NESrrwvllln w u. m RR c[Biut¢ fa rRR!!IC FrrR1R¢ii3O A tAK ¢ tt°�ntB a L.aa r p RB•d•H Q On n d[•,nnt4,t RvdRH rRw,d OC lxE l.•»E CLBa1RE IfBat IRHR d riv.WBq ►� [ a N tt[Yrdt b na a. vEn 1101 11 rKnN1,w .Nnc ,sR[a ra a DBE :.. Ra°e.H 7101 11 fivocom Ec coma 31 FOR REGULATORY REVIEW CRY OF WRHPM J"'p1 jR'R Drawn JRG Deelgner LAN CITY OF DURHAM, NORTH CAROLINA PU &IL WORKS DEPAROIENT Pmlea APPRD�D }20 = °`�66 SRH Desim� SRR T EAST DURHAM OUTFALL OUTFALL REPAIRS ENGPEERPIG DATE n III Ctrock TRAFFIC CONTROL DETAILS 1 5TORM WATER DATE.__ p . GHO Ca Ib„g Servnes I- Appr TRANSPORTATION DATE OIH£i'�`r (Pm1xF Orecw') �. �Q' 3,28 Rq[aoeea BN° 6ule tb R~ NMB Groom 27Bd USA OBm OCTOBER 2014 A FOR REGULATORY REVIEW LAM LAM SRH 11114 DATE_ R� j�Gw,,• T 1 B 8000 P, BRB81 1 No Ra+Na Nom rmRam••awwen emp�Y owemen.p Rr im, m+Rbn aarwop Dram Job Pm D� DATE_ NCrRR -Om Can W+ma pR4rnn vCmm° °uaMmW u••a ¢a •ima oRe� LI yol2( P.dN,NbnNprmoz sm6assHOwR aes..wrRDammd AfchD Drawing No 86- 16407 -CO06 Rev- A Pa IMe wtlow.w..m,• a:1 AN rmR, er u, aa6•[ c,°rr xs cwata•BrcAw�a..mP•wmds,e.eTUmaa a oy22 _ D�Oy awmd�.•t :r mwimi Z��U i1T��m B q ® q m wig zcD� r r aaB .REaASm �• r `G�'aO� o °w N � Z •u r ns •v rim O r•w • ,�°'t'ir p INSET FOR 2 LANE ROADWAYS p F- WITN 2 WAY TURN LANE � y y ALL GTNEP OEV2CER BAE THE BANE A8 ABOVE y O T J Ra 0 y A"3's4r• A•H�.'1 • z y W f x .• • .P i 30� Z O GEMEML MOTES FOR fLAGGER OPERATIONS GENERAL MOTES 'drys yyam~ >w0� QQr Y �V .111 i 31, AdAlk6 NRYNIa nu eKIRe CMRrt b d^ z 00g [3p S vy D N w j ¢ z 'TrI i ° H P STATIONARY OR PORTABLE SIGNS u 002 n x = a y � z r � W wa •� L_ m uw � s ® � •v f D y �L M a y e v W w o ° o rolRr o O v w = p p g° � ~ N g O < m FOR PfIOT uq OPEMTfONB ,m, „.air . rd eid Q G y -� � � a Iwer/aL UM coy �rt3.11 ra 1RNrtc rLd s[BUwIV nM °MCEF d MF x � ��g.,jPl_. �r r� �r {��R[�we�{ B'�Y B� u[riF.p 4¢q a,e[TMu w � 5 H = p a ,coi ra TRRrlIC nd 1RF waa rna A<,et INe°IREe p THE °r1Aaa» rRN OaMiR�•I, T�IPN � ° N 9 TEcelc • °Rr[[e L,Ri� � er tM wF[en eRt[RB [wK M DEFT TO a nF� . �o ,�i��i [�� rtl°r GR rood a ei ♦ d T4 REM d JM d oumi $ 4`»9'VSl � IORBi6"�nB,°7,TMF,drtT$r:R° awn BtaTKd ,F 1 � ,Rp� fN"P,d'e`4Ji&4`Drb"SK°Oo'd! „� w x`paw6¢`0"eEdE•�dttEfO.�BE.dd� 0ry0yR,pMBR1t°r tgRyMrq [pCrp,RRRK�vydtPpe[RFCTtd Fd iOPF MR a nRw® Rr a nE a r�ir�1N p�RiblrwE�°kirbS3�ntvnESM.vi WRIxO nK.4IRe �P[Lw ea O w»F9 Wfll TB MbMY a,MMb ! dar[MJ tt°� 0, rd rtSwT g LEGEND N 3+W3�uta i�lfiIEI a r < F RpER ro MBR nfrw CW✓[fR [ rd rW:En MTR¢ REdIRFena Ad rRCLmIMFa b rdrRmE aid 10 °e*° 62'[FE:Yn[CY4T7a'E:a[� R^ ¢avre LEmTM dteee 021lRate e,utl [» r,a ,.. �. mrocitd d TRRrlw rtd EEi di 11 1101 02 1101 .0° °m �N 09 S� Fa N Oyw �p�w T2�'y-1 -1 612 im�gm oQdw wOr FN�oN wO ¢O Z D W J C NO LL z F F nr ITT w OTT z GZ7 D z'yA Q H O ITT 92 O OW H rp t -..o o p p m o GENERAL NOTES oai ff ° $ Ra Rdue d F[d REna a Rte. H z Ai Z 1°NE M rfMR GN vFNi¢fD dlt�t4 ML BFVt¢Nbv�eRUwMULidiHE� 2 V w N S p dC�. — TI RA¢ l,au CtrMband M eTar[RB pe[[ n[rR»c[ RWRRUd�T1 •w.• 2 1 sa No LaoFL n [eam d „• mwI[n e[nF.a rand d ararm atdr PurNRx t,i LL v !°UfoR en rRVUUra u. = ^' r a LeE > arv.m Hart wnri¢ n rw!![c mrmL na A[ �nm Tma[NESrrwvllln w u. m RR c[Biut¢ fa rRR!!IC FrrR1R¢ii3O A tAK ¢ tt°�ntB a L.aa r p RB•d•H Q On n d[•,nnt4,t RvdRH rRw,d OC lxE l.•»E CLBa1RE IfBat IRHR d riv.WBq ►� [ a N tt[Yrdt b na a. vEn 1101 11 rKnN1,w .Nnc ,sR[a ra a DBE :.. Ra°e.H 7101 11 fivocom Ec coma 31 FOR REGULATORY REVIEW CRY OF WRHPM J"'p1 jR'R Drawn JRG Deelgner LAN CITY OF DURHAM, NORTH CAROLINA PU &IL WORKS DEPAROIENT Pmlea APPRD�D }20 = °`�66 SRH Desim� SRR T EAST DURHAM OUTFALL OUTFALL REPAIRS ENGPEERPIG DATE n III Ctrock TRAFFIC CONTROL DETAILS 1 5TORM WATER DATE.__ p . GHO Ca Ib„g Servnes I- Appr TRANSPORTATION DATE OIH£i'�`r (Pm1xF Orecw') �. �Q' 3,28 Rq[aoeea BN° 6ule tb R~ NMB Groom 27Bd USA OBm OCTOBER 2014 A FOR REGULATORY REVIEW LAM LAM SRH 11114 DATE_ R� j�Gw,,• T 1 B 8000 P, BRB81 1 No Ra+Na Nom rmRam••awwen emp�Y owemen.p Rr im, m+Rbn aarwop Dram Job Pm D� DATE_ NCrRR -Om Can W+ma pR4rnn vCmm° °uaMmW u••a ¢a •ima oRe� LI yol2( P.dN,NbnNprmoz sm6assHOwR aes..wrRDammd AfchD Drawing No 86- 16407 -CO06 Rev- A Pa IMe wtlow.w..m,• a:1 AN rmR, er u, aa6•[ c,°rr xs cwata•BrcAw�a..mP•wmds,e.eTUmaa a oy22 _ D�Oy awmd�.•t :r mwimi Z��U i1T��m B q ® q m wig zcD� r r aaB .REaASm �• r `G�'aO� o °w N � Z •u r ns •v rim O r•w • ,�°'t'ir p INSET FOR 2 LANE ROADWAYS p F- WITN 2 WAY TURN LANE � y y ALL GTNEP OEV2CER BAE THE BANE A8 ABOVE y O T J Ra 0 y A"3's4r• A•H�.'1 • z y W f x .• • .P i 30� Z O GEMEML MOTES FOR fLAGGER OPERATIONS GENERAL MOTES °m 09 'drys yyam~ >w0� QQr Y �V .111 i 31, AdAlk6 NRYNIa nu eKIRe CMRrt b d^ z 00g [3p S vy D N w j ¢ z 'TrI i ° H P STATIONARY OR PORTABLE SIGNS u 002 n x = a y � z r � W wa •� L_ m uw � s ® � •v f D y �L M a y e v W w o ° o rolRr o O v w = p p g° � ~ N g O z y m �n z � o u.z Wain «r � � GENERAL NOTES Ewe a � ro CImrR¢ TR✓r[C am [c,o aArN,IAL u �a.e °Ar r F[n AmH mrwl ,R[STA ro em tw, ,t W r116alYal9 ,» A¢eWW [ RErER m mN wam IB ne1WnD awlK IY wRM1MCTId nM nRG 1RRFFIC wIP,mL RBRa4, n4raRm IRKt� r1[n[ e[d eK[tl wBrRRCFe 4 B e 4R[ eenr[m ° LpOV ME I. ey q' BIEYIeb 4R[ u/RBF� [ed CpOIi,d1 nTFn nlrn nn.RrB eee*a1r:d I»rmr[Inu°f'Ero "E w . a • 1101 11 9[EET • a l 1101 11 °m 09 z T�s x=��o STOP /BLOW PADDLE FLAO(IER AND PADDLE PLACEMENT oo3giz Oro d wwer.e wn•amum � •-smta u 5� v ®ao W6 N W m� p p g° � ~ N g °m 09 z T�s x=��o STOP /BLOW PADDLE FLAO(IER AND PADDLE PLACEMENT oo3giz Oro d wwer.e wn•amum � •-smta u 5� TRRKL W6 N W m� p p g° � ~ N g N� � O O i • a GENERAL MOTES � Rao aIbalin BNifH Nd K na G4•.. lVB,AIMB am. sia[ wmLH K ra rRIN¢R tFmeE rnmm rRd man a-r.E d man Ltd- A nom wmF d vsrtnm Lma a ra ruae LFHL (K atan etarmmx ro [rd r[A�n amid [1®i 2)[1p1 1 [LLd2wTE r,AtlRER n4rlde CMIn HIM CrFM,[d6 Rc[id M1A•TFI1 Cmltnptw6l An Yt[,tat a NNO B[aW nM rMi n d M rKIW, p dVM lfanr,c w»[RCL taviCFl BLL rtAedK aan se dRnnm a AR RIa•n R.rw.[e ro CImrR¢ TR✓r[C am [c,o aArN,IAL u �a.e °Ar r F[n AmH mrwl ,R[STA ro em tw, ,t W r116alYal9 ,» A¢eWW � g z [FT , a i 1150 01 ,YNE* , a , 1150 01 V 114 mg O �=+ 28 INCH CONE 38 INCH CONE -H Rt SA RqET �j Apq gm�n11qi=;� � 3 Q n�y0 t , D ��l w ti M 0m o o O p 1 FnE�TFlaER.iEFtl=lm: t[MNle rt vYuE un� E n aTIrnR �R rM [W �ru iTBT'E lW w e r i ! t 5� vOKV ReuAuiTu a`.I u � E [�'�R KA6nTaE+tSin Ta"r O [V lroR ` n l p a MLI Ri [rtIauFm N Y nR@ w .pA rE P.0 i� =- l,a BaA Tw E 2 MRlb:-. ey e T ¢ n't i 1 aL, utT Rw R.N R xE bE-m =lxwYM ttIM �tlaR ' Y ` [uVrnu uw® 'i c �m at � re" rt bw r K I °Retl/n fxm Rr° G F R - omEC.�A lNt eBL[mo" a n EcB n o lt [/"RClr: oR� °aA I r p"i 'w T.pLRL xN n[[ W[ Y w n "M= ux s'On° [aeTINmIp cNtroaENCE EtS w TY°i NW xb` R n a At"i R o f" AE= Y° N[ [uAmrRrF" R LR a "[mt wA B� a'w xrx: B J ° TLLTUIm°UflE ° J BALLAST g Fw� V z � tig Z i q D � D o C : a ' � a mwL ,rE a �s taE a =N "R �T IM'n v ta� .d Ma i v YxaY F K' I'rnmR,> e aR R uv Rx aU e mM Bv tw TN uR n riss RNA E Rxt .[tana,m R0LC1V� 1 nY .ie rL x a IlT iR n �erMx RtnA;wT M= i i � w a m_ m c `S m aR m I R RBAmBrt R E l N .m+ .r eL aA. ,a m , Rwer R .a v R B R rlMtrame E [ ux c ,a.B[raa,Rua UR . x .M w LL O 6 o s � 1 12N Z 3O 5 jam m. UJI o a> a N N GENERAL NOTE i'w`Ye 113 1135 01 Vy mrw>• �y Z<�V � r➢,Zr aw ZD N » UV OOg�SZ - ,Film 2r�i0 S0� t» qi __� _ Nl[NMT! ItWR[a=(IIf MM KRIR�W 1 ORNRi a MST[ Yina[M c=ven[NB ertaN omxo[ f TYPICAL BALLAST m war arr, m.Km.,. FV�oM q60 -2OW OI 2 O Z Z o o nNSt.zm�RCr R[alrtAn n o Q 0 W V = w D 0 n 2 U GENERAL NOTES N Nrt=InBD aT TN aRMNRSaBnR w R=T n/LE vALLABT a M ar [,R a t,b aPEUKGt1b6 1M nBRN Ab IMetRCilw! [M WY NOIlICMt �[OIIRNEMart� i,E MYE OBE AYO4Y[TlxegrtRRCIP1�luRRLSG a ♦ ,rg rYRF ! M xtnmR MIM IxfNUtTI AI WTSC URET[YB R'N NRCAA�mVLE=TM wltm um x=f BRf.R t IN NFLINf 6E� tEIMIYFM'a MraJI® rRem1Y t[rt Ai M IIRppR bt RtKR nR ualvamarlNprorRep . nluKR J � � U 118001 1 b t 1180 01 Vy -1 Z~ � r➢,Zr aw ZD C" OF OUwwu PURIICWDW(S DEPARTMENT APPRDVED P�,EERWG _DATE EfOPM WRIER DATE /RRNSPDRTATiDN DATE OAIE °ATE » UV OOg�SZ - gT m uTERAL cLERIVRCE. Rw -c3�c iM�oT Runrn R.m.w y2� »�W O 2 [[gwr�na NE[�rr�D[uE��oua W V Che'�ck"B ORH SRI -- U Mvw aeaDER J � � U m S �mw 1NNpi 44 6,mIRLd lBIK ;WaJ � � W � i N 0 (P��) Dam OCTOBER 2D14 A mp gZ�r LAM gW,C2. r m 11114 11u Or+'+NB Ntl m,Y UM Scale ASSHOWN qHP .pqp-,Qp 2 S 2 ��%O OO a n m GENEAAL NOTES �ERa`mui'mtY a[�me MC RAMIE�eF,�I,DJ �s NMIK =FYRRA�BBMIaN =Me wat'u�'oR mteR Ba.ern YIXr6 V Ina,r a!p Pon ntYB U[ MR[Nt[ eat IM lxY,! Ilm mNOa NECInGIlT C4[p11® MR a a,R A,�ibnRR b NKE eM lvm' auam um Hume MMt eE tinm 4 M MvAn Irt'a NIROVfO tA. INlW bt KKR ro Knmbn,.RAror.aAroYbt• W G i 111002 1 Of 1 111D 0 FOR REGULATORY REVIEW C" OF OUwwu PURIICWDW(S DEPARTMENT APPRDVED P�,EERWG _DATE EfOPM WRIER DATE /RRNSPDRTATiDN DATE OAIE °ATE , "CAR � ? QOF _ P O L N1,Or4rrr ri' � n i4 - GHD Cmnsuttrtg SCrvKR3Inc 3138 N BNU Sub 1R0 RaNgR NOM GmRN 2]EM USA romoaa TtnBBBPBBw FLBID BBDBBO� E Wwn �RB '�'" D[awR JRG oaa,RRa[ LAM P'� CITY OF DURHAM, NORTH CAROLINA EAST DURHAM OUTFACE OUTFACE REPAIRS Tak TRAFFIC CONTROL DETAILS 2 Che'�ck"B ORH SRI -- (P��) Dam OCTOBER 2D14 A FOR REGULATORY REVIEW LAM LAM SRH 11114 11u Or+'+NB Ntl m,Y UM Scale ASSHOWN awai8- 9 86-16407 - ArchD D2Win No Rev A N= wor RKnru, mRpM MUa o<arvaxq wYa,ars -�Nar mNaanur mt �BnNa N" PmeA Lv AWnea Caa MaNBK fls NR gletla GVMt4a=TGND,G'aRKp'[NNStaNTL 1a.R J U.S. DEPARTMENT OF THE INTERIOR U. S. GEOLOGICAL. SURVEY science for a changing world 78 °52'30" 36°00' 39850( FAA 55' 780 F 35 °52'3 7o-oz 3v Produced by the United States Geological Survey North American Datum of 1983 (NAD83) World Geodetic System of 1984 (WGS84). Projection and 1 000 -meter grid: Universal Transverse Mercator, Zone 17S 10 000 -foot ticks: North Carolina Coordinate System of 1983 Imagery. ...................................................... NAIP, July 2008 Roads ..... ....... .................................. ©2006 -2010 Tele Atlas Names. . ............................................................. GNIS, 2008 Hydrography .................National Hydrography Dataset, 2008 Contours .... ........................National Elevation Dataset, 2008 The National Map US Top PV QV 50' 47'30" SOUTHEAST DURHAM QUADRANGLE NORTH CAROLINA 7.5 -MINUTE SERIES 78 °45' 36 °00' 36 35 MN, 8° 48" 156 MIM GN V 17" 2T3 IV ILS UTM GRID AND 2010 MAGNETIC P DECLINATION AT CENTER OF SI- U.S. National Grid 100,000m Square ID 00 PV ( QV Grid Zone Designation 17S ou, 1 0.5 0 KILOMETERS 1 2 1000 500 0 METERS 1000 2000 1 0.5 0 1 MILES 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET CONTOUR INTERVAL 10 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 This map was produced to conform with version 0.5.10 of the draft USGS Standards for 7.5- Minute Quadrangle Maps. A metadata file associated with this product is draft version 0.5.11 47"SU" PV QV RTH CAROidNA rv,enaen�rr F r mennnt Northwest Durham Northeast Durham Creedmoor uthwest Southeast Durham Durham 13ayleaf Green cary Raleigh Level West ADJOINING 7.5 QUADRANGLES 32 57'30" L 30 F 18 55' 76 75 74 73000mN 35 °52'30" /6 4D ROAD CLASSIFICATION Interstate Route State Route US Route Local Road - - - - -_ _ Ramp 4WD -- - - - - -- interstate Route US Route State Route SOUTHEAST 2010 GENE ML TES: 1. ALL MATERIALS USED AND CONSTRUCTION METHODS EMPLOYED SHALL BE IN ACCORDANCE WITH CITY OF DURHAM STANDARD SPECIFICATIONS AND DETAILS, UNLESS OTHERWISE SHOWN OR SPECIFIED. 2. DIG TEST PITS AT ALL EXISTING UTILITY CROSSINGS PRIOR TO INSTALLING ANY SAKI i ARY SEWER TO VERIFY EXISTING HORIZONTAL AND VERTICAL ELEVATIONS TO ENSURE NC CONFLICT WITH NEW SEINER. ELEVATIONS SHOWN IN PROFILE FOR EXISTING UTILITIES ARE APPROXIMATE. 3. WHERE SEWER SERVICES ARE SHOWN CONNECTING TO MANHOLES, FIELD CORE-DRILL MANHOLE TO ENSURE LATERALS ARE AT CORRECT VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT. 4. INFORMATION PRESENTED ON THESE DRAWINGS IS BASED ON A SURVEY PERFORMED, BY SEPI ENGINEERING AND CONSTRUCTION FINALIZED ON MAY 23, 2014 AND SUBSURFACE UTILITY ENGINEERING BY MAEC FINALIZED ON MARCH 31, 2014. 5. LIMITS OF DISTURBANCE SHALL BE BOUNDED BY PERMANENT AND TEMPORARY EASEMENTS UNLESS SHOWN OTHERWISE. 6. ALL MANHOLES SHALL BE 4 FEET IN DIAMETER AND MADE OF PRECAST CONCRETE UNLESS OTHERWISE SHOWN. 7. REFERENCE CONTRACT SPECIFICATIONS FOR COUPLING TYPE TO BE USED WHEN CONNECTING NEW PIPE TO EXISTING PIPE. 8. ALL TREES IN THE PERMANENT EASEMENT SHALL BE REMOVED UNLESS OTHERWISE. NOTED. 9. TREES IN THE TEMPORARY EASEMENT CAN BE REMOVED AT THE CONTRACTOR'S DISCRETION, UNLESS SHOWN OTHERWISE. 10. HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS APPROVED SHOP DRAWINGS AND EASEMENT RECORDS ON THE JOB SITE AT ALL TIMES. 11. MAINTAIN SEWER SERVICE FOR ALL ACTIVE LATERALS. 12. VERIFY BENCHMARKS BEFORE BEGINNING CONSTRUCTION ACTIVITIES. 13. PROVIDE AT LEAST 2 WEEKS NOTICE TO RESIDENTS AND PROPERTY OWNERS BEFORE BEGINNING ANY WORK ON EACH PROPERTY. 14. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY OUTSTANDING PERMITS BEFORE STARTING WORK. 15. WHERE EXISTING FENCE IS LOCATED WITHIN THE PERMANENT EASEMENT, THE FENCE SHALL BE DISASSEMBLED AND REMOVED FROM THE EDGE OF EASEMENT TO EDGE 0:: EASEMENT WHEN CONSTRUCTION IS IN THE AREA. REMOVED FENCE SECTIONS SHALL BE REINSTALLED DIRECTLY AFTER SANITARY SEWER TESTING ACCEPTANCE, IN INSTANCES WHERE FENCES MUST BE DISTURBED AND NOT PERMANENTLY REINSTALLED ON THE SAME DAY CONSULT WITH THE PROPERTY OWNER TO DETERMINE IF THE INSTALLA T RCN OF TEMPORARY FENCING SHALL BE REQUIRED. 16. REFER TO SPECIFICATIONS FOR ADDITIONAL RESTORATION REQUIREMENTS. 17. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, PATIOS, CONCRETE SLABS, STORM SEWERS, AND UTILITY POLES TO EXISTING CONDITIONS OR BETTER. 18. VERTICAL DATUM BASED ON NGS "TURNKEY" AND "KAY" NAVD 88. 19. HORIZONTAL CONTROL BASED ON NGS "TURNKEY" AND "KAY" NAD83 (NSRS 2007). 20. UNDERGROUND STRUCTURES MAY VARY FROM LOCATIONS SHOWN. ADDITIONAL BURIED UTILITIES /STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING' THE PROCESS OF THE SURVEY TO LOCATE BURIED UTiLITESISTRUCTURES. 21. UTILITY (GIS) - DENOTES UTILITY INFORMATION AS PROVIDED BY THE CITY OF DURHAIO PUBLIC WORKS GIS DEPARTMENT. SUCH INFORMATION SHOWN IS APPROXIMATE AND THE EXACT LOCATION IS UNDETERMINED. 22. PROPERTY INFORMATION, OWNERSHIP, AND RIGHT OF WAY WIDTHS SHOWN AS PROVIDED BY THE CITY OF DURHAM TECHNOLOGY SOLUTIONS -GIS DEPARTMENT. SUCH INFORMATION SHOWN IS APPROXIMATE. NO PROPERTY BOUNDARY SURVEYS WERE CONDUCTED. 23. INSTALL EASEMENT ACCESS GATES ON ALL DISTURBED FENCES. 24. NO PRIVATE WELLS WERE IDENTIFIED OR FIELD LOCATED. 25, WHEN SANITARY SEWER MAINS ARE ABANDONED, 5- LINEAR FEET OF SANITARY SEWER SHALL BE FILLED WITH CONCRETE. 26. NON - HAZARDOUS CONTAMINATED GROUNDWATER SHALL BE PUMPED INTO THE SANITARY SEWER SYSTEM. 27. CONTACT CITY OF DURHAM ENGINEERING INSPECTIONS AT 919 - 560.4326 AT LEAST 48 HOURS PRIOR TO HAVING A PRECONSTRUCTION MEETING. DRAWING LIST DWG. NO. DRAWING TITLE :• •EII 1i L � 1f 50 Tel T If i > :i • i III` '! ! , # �111`15 !f r FOR REGULATORY REVIEW JRG I LAM I SRH 11/14 Job Project No Revision Note:' indicates signatures on original issue of drawing or last revision of drawing D,2,*71 Manager Director Date Plot Date. 21 November 2014 - 8:43 AM Plotted by: Lisa Mitchell Dad File No. G:1 8611640 7tCADDIDrawings\Generalk86 - 16407- GOOI.dwg CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE DATE DATE r SURVEY BENCHMARK A GPS POINT PROPERTY CORNERIMONUMENT NAIL EX. NAIL DiSic EX. SURVEY DISK IS IRON REBAR SET (518` E EX. IRON PIN EX.. IRON REBAR STORM CATCH BASIN STORM MANHOLE DOWNSPOUT CURB INLET TELEPHONE MANHOLE ! 4` CAT Y BOX E� ELECTRIC STRUCTURE UTILITY POLE 1: LIGHT POLE @ SANITARY STRUCTURE CLEANOUT 'r 4f 0 s, GAS STRUCTURE GAS VALVE S r V GAS SERVICE VALVE CB CATCH BASIN Di DROP INLET yl YARD INLET C CURB INLET E S FLARED END SECTION vH 5 4.3 ` SPOT ELEVATION JB TOP OF BANK - - PROPERTY LINES TEXT REPRESENTING EXISTING CONDITIONS TEXT TEXT REPRESENTING NEW CONDITIONS Z VICINITY SITE MAP NOT TO SCALE AJ d 4, fi k:' r ; 1!�!' t i GHD Consulting Services Inc 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA T 1919 890 -0600 F 1919 890 -0601 E rdumail@ghd.com W www.ghd.com NC Registration No. F -0802 Drawn JRG 0 Designer LAM HW = HARDWOOD G = GUM TRASH CAN H = HICKORY' P = POPULAR`` WATER METER W =WILLOW O =OAK WATER MANHOLE PI = PINE WATER SHUT -OFF M = MAPLE OR = ORNAMENTAL WATER VALVE q� ip WELL (WATER OR MONITORING)' MISC. ABBREVIATIONS FIRE HYDRANT STREET SIGN C.I. = STORM SEWER CURS INLET LANDSCAPE AREA D.I. = STORM SEWER DROP INLET SSMH = SANITARY SEWER {MANHOLE WOODS LINE C.B. = STORM SEWER' CATCH BASIN DECIDUOUS TREE III = SEWER INVERT BLDG. = BUILDING EVERGREEN TREE C.L. FENCE = CHAINLINK FENCE WF = WETLAND FLAG S.S.ESMT. = SANITARY SEWER EASEMENT BUSH VCP = VITRIFIED CLAY PIPE BOLLARD/POST RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYL CHLORIDE PIPE REINFORCED CONCRE TE PIPE CPP = CORRUGATED PLASTIC PIPE BACK OF CURB EDGE OF PAVEMENT UTIL11Y LINE LEGEND IRRIGATION CONTROL VALVE IRRIGATION CONTROL BOX EX. UNDERGROUND GAS LINE SIDEWALK _ - ° - EX. OVERHEAD ELECTRIC LINES NOT TO SCALE r EX. SANITARY SEWER LINE EX. STORM SEWER LINE BUILDING OUTLINE BASED ON GIS DATA NOT FIELD ;' ---- ~- EX. WATERLINES VERIFIED - �-- � --�- -- � - ��- -�---- EX. FENCE BORING LOCATION EX. UNDERGROUND FIBER OPTIC WETLANDS PROPOSED SANITARY SEWER LINE TO B - TOP OF SANK GABION MATTRESS LOD LIMIT OF DISTURBANCE INLET PROTECTION ----- SF ' SILT FENCE _ - - EX. EASEMENT ® PROPOSED PERMANENT EASEMENT -- PROPOSED TEMP. CONSTRUCTION EASEMENT FORRmouLATORYORE EV I E W Ghent DURHAM, NORTH CAROLINA Project EAST DURHAM00%UTFALL OUTFALL REPAIRS Drafting SRH Des'T SRH Title COVER SHEET Approved (Project Director) Date OCTOBER 2014 This Drawing shall not be used Original Size Scale AS SHOWN for Construction unless Signed Arch D Drawing CIs�, and Sealed For Construction Kiev. 1' -n Nt D 4 4;- STABILIZED CONSTRUCTION ENTRANCE PIN PROPOSED VARIABLE PROPOSED VARIABLE WIDTH WIDTH TEMPORARY TEMPORARY EASEM NT G EASEMENT es Zo j 'E BORE B�3'1. pp pl," INLET M, ARI-iF, PROTECTION —A 25x6 x0.5 RIP RAP STABILIZATION BENCHMARK (SEE NOTE A TEMPORARYBYPASS QUVI: PK NAIL IN ASPHALT PUMP MANHOLE PROPOSE): N: 815863.14 VARIABLE WID7 % 0 �2 E: 2038769.61 TEMPORAFI` ELEV: 334.51 Q311 S, — ----- EASEMENT (NAND 88/GEOID 12A) \V, STABILIZED CONSTRUCTION xz S' I -5 A 0 2 /Z ENTRANCE ti, 'Z z, fiV 323Ja SEE NOTE 1 iNV 9-1\j 1'N"i",!. 1323. 211 NOTES: 1. ENTRANCE TO EXISTING EASEMENT IS ON LIBERTY STREET. CLEAR TREE AND SHRUBS WITHIN EASEMENT LIMITS. PLACE STABILIZED CONSTRUCT ENTRANCE DOWNSTREAM WITHIN EASEMENT, AFTER PARKING LOT. 2. RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR INSTALLATION INTO NEW MANHOLE. CORE DRILL MANHOLE FOR PIPE CONNECTIONS. 3, PROVIDE ROLLED EROSION CONTROL PRODUCT FOR STREAMBANKS AFT SEEDING AT THE END OF THE WORK DAY THAT IT WAS DISTURBED. 4. REMOVE TOP OF MANHOLE TO 3 FEET BELOW GRADE. FILL BOTTOM OF MANHOLE WITH 3,000 PSI CONCRETE TO AN ELEVATION OF 1 FOOT ABOVI THE CROWN OF THE PIPE. FILL REMAINING PORTION OF MANHOLE WITH 57 STONE, EXCEPT FILL TOP 3 FEET WITH RIP RAP TO FINISHED GRADE. 5. USING BRICKS AND NON-SHRINK GROUT, PLUG PIPE AT MANHOLE. 6. 25 FOOT PERMANENT EASEMENT HAS BEEN ACCEPTED BY DWM WATERISEWER MAINTENANCE AND UTILITY ENGINEERING. 7. NO WORK OR MOBILIZATION CAN COMMENCE AT EXHIBIT 6 SITE UNTIL SC AND GROUNDWATER CONTAMINATION TESTING IS COMPLETE, RESULTS HAVE BEEN PROVIDED TO THE OWNER AND THE OWNER PROVIDES WRIT CONFIRMATION THAT WORK CAN COMMENCE. 8. WORK HOURS FOR EXHIBIT 5 SHALL BE AT NIGHT BETWEEN 7PM AND 7AN ra I FOR REGULATORY REVIEW JRG q LAM SRH 11/14 No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn : Job Project Date ,Manager Director � Plot Date: 20 November 2014 - 9:22 AM Plotted by: Lisa Mitchell Cad File No: G:\861I64071CADD\Dravtings\Civii\86-16407-COOI.dwg PLAN SCALE 1"=49 HORIZONTAL 1'=401 0 20' 49 69 80, AT ORIGINAL S17F VERTICAL V4 AT ORIGINAL SIZE 0 21 4! 6 L. M 8�, 0 C W Uj 0 z LU z ZO 0 LU 0 z 0 0 z < z mi 10 U�f < < )o < LLJ cc Ul W S M V :3, LU M W M LL a 0 M 0 �J4 V 118. 0 0 F_ 8 co > oj '5 6 C, re3 C5 CD 17 C,4 C", F_ F_ + C-4 + M z 0 z 0 Z (n Cf > > _— > > > > A 2 C13 I— > 2, U3 Cr AAM IL, I YP ASE R, E_P� EEN4 E INT E-LEVA" 10�! 337,0110) I P G1. c9 2 V -kSE FLO r3f OD -7 ELEVATION 3" .00 J, SEE NOTE 2 301 W, RIP RAP BANK Co RIP RAP BANK STABILIZATION f&j cg STABILIZATION N - ---- - 5 32, 4 n LATERAL -4 1 1. iiii: 33, 4 I,z A SEE NOTE 5 TO BE REPLACED "a PROPOSED BOX U'LVE VARIABLE WIDTH TEMPORARY Z V, EASEMENT "A ---------- 10" EPDXY COATED CLASS 350 DIP CONNECTION . . . .................. FROM SSMH I U'? BORE PROPOSED 1 u, R, L; ON , INV 321.20 z B-3A VARIABLE WIDTH Z TEMPORARY j 4" TRAV 6 LATERAL C%1 EASEMENT N: 815996.81 E: 2038937.11 EL 333.186 4" LATERAL JN6 AVG) 3" EPDXY 156.00 LF OF TOBEABANDONED. / COATED 968.00 LF OF 10" EPDXY COATED CLASS 350 DIP 29 CONCRETE 1V 'U @ 3 % 1) 10" EPDXY COATED CLASS 35 DIP CLASS TO BE ABANDONED 05 ENCASEMENT 350 DIP @ 0.36% Ir I E'j 3115 00 3+00 2+00 1+00 0+00 PLUG AND ABANDON EXISTING 8" MAIN 'TE TO THE NORTH 2 T ir _--�T- FPE SEE NOTE 5 PROFILE oe"SMH 31276 TO SSMH 15324 SCALE HOR 1 " =40' j VER I '=4! L �q a, 0 0 0 i I'D 2 1 j 6 3 W z z i14 -o -0 W < 0 W W W W M M M 00 00 0 ib/i G 011 -Z �0 C14 e C� C% C6 7 CM O + rn ii 8 2 '1 0 M 0 < > > (Y:1' > > > 7, Z R25N R z M AMR 6 BASE FLOC)[D) ELE�/ATION'3,3'16.00 N A v MV N 345 1_\0 4_1��_; % INV SE: 342-36 DIX aARLAND W III 'V: 342.64 D.S. 2637, PG, 967 x NV V 76 'RIPA RRII: 36,2.12 2517 HART Si 'N SSMH 15961 P,B. 4, PG. VNAI 12 C: 1) -j- a- 11 � ",p , ' ' ' \ "� N, E 3410 1 - PlIz, '�R' 'k PINI:083`1 16 V NM: RU-5 NV ',N,' 343,08 Al "N V- N P' r V r'T 0�: DUP"y �?_'M 2 CD NE_ 2 D.& 2, 9, PG. 482 -J BUFFER —RIPARIA, 25' SEVVE:i C. 1. PROPOSED 10! 25116 � IAR`hA,� iSi "IN: 08' 84 A, I TEMP EASEMENT Z_3� L U 5, 0 N y nq 00,71 _=zt GQ Q -p sY 10 46 9+ 50 A-Z 8+00 fa Z� v < 6 _0 3 % N f 5 0- 'W00 0 me -03 V-P N TO� Fa, AS- -LOU T CULNEP IN\]: 3411.844 SSMH 2 (W ZONE /I DOGHOUSE 's im, 1" x� Vg ON- TEMPORARY BYPASS 30'Z0t,,'1E I I On SDR 35 PVC RIFIARIAN,'; BUR'E" -W, cu R 6 N' L ET N 813,399-89 STABILIZED Rfi.;Vl: RINI: '147 E 2,038,172-62 PUMP MANHOLE (OUT RIPARIAN BUFFER 0 INV *N 34 .3 CONSTRUCTION OTHE RNN �N`: 342.7 ENTRANCE, (TYP-) N V S'VV: 3' A 9 6 OF VIEW T SOUTH) SEE NOTE 4 M5 D G1W OF DURHA, x\ SSN,11H 15972 - TO BE REPLACE n, RIM: 350-18 INIR", !"'i: 33-, .4,09 Ri!A: 3;47.28, D2. 206, PG. 220 �INV slM:3,13.73 1NV E: 342-23 M�V 8: 250,00 E MAIN' ST SSMH 1 (DOGHOUSE) i �eo - To BE ABANDONED P T-1: 0 16 -a- 3 - 16 61 1NV N1: 34 1 8' C , N C z 1 fE _'U L V E R a_� 0 �)7 NiF \ \ , 11, tV 3A' A8 CIECEELIA A RMASE-Y IN 813,187.44 D& 13518, PG. 959 P.13, i6, PG. 164 21-500 SATER ST E 2,038,048-80 P N : 0831-'6j2-8911� I, I I �2 2- 7r,MING: RU-5 A v MV N 345 1_\0 4_1��_; % INV SE: 342-36 DIX aARLAND W III 'V: 342.64 D.S. 2637, PG, 967 x NV V 76 'RIPA RRII: 36,2.12 2517 HART Si 'N SSMH 15961 P,B. 4, PG. VNAI 12 C: 1) -j- a- 11 � ",p , ' ' ' \ "� N, E 3410 1 - PlIz, '�R' 'k PINI:083`1 16 V NM: RU-5 NV ',N,' 343,08 Al "N V- N P' r V r'T 0�: DUP"y �?_'M 2 CD NE_ 2 D.& 2, 9, PG. 482 -J BUFFER —RIPARIA, 25' SEVVE:i C. 1. PROPOSED 10! 25116 � IAR`hA,� iSi "IN: 08' 84 A, I TEMP EASEMENT Z_3� L U 5, 0 N y nq 00,71 _=zt GQ Q -p sY 10 46 9+ 50 A-Z 8+00 fa Z� v < 6 _0 3 % N f 5 0- 'W00 0 me -03 V-P N TO� Fa, AS- -LOU T CULNEP IN\]: 3411.844 SSMH 2 (W ZONE /I DOGHOUSE 's im, 1" x� Vg ON- TEMPORARY BYPASS 30'Z0t,,'1E I I On SDR 35 PVC RIFIARIAN,'; BUR'E" -W, cu R 6 N' L ET N 813,399-89 STABILIZED Rfi.;Vl: RINI: '147 E 2,038,172-62 PUMP MANHOLE (OUT RIPARIAN BUFFER 0 INV *N 34 .3 CONSTRUCTION OTHE RNN �N`: 342.7 ENTRANCE, (TYP-) N V S'VV: 3' A 9 6 OF VIEW T SOUTH) SEE NOTE 4 M5 D G1W OF DURHA, x\ SSN,11H 15972 - TO BE REPLACE n, RIM: 350-18 INIR", !"'i: 33-, .4,09 Ri!A: 3;47.28, D2. 206, PG. 220 �INV slM:3,13.73 1NV E: 342-23 M�V 8: 250,00 E MAIN' ST SSMH 1 (DOGHOUSE) i �eo - To BE ABANDONED P T-1: 0 16 -a- 3 - 16 61 1NV N1: 34 1 8' C , N C z 1 fE _'U L V E R a_� 0 �)7 r A ;6 \ \ , 11, tV 3A' A8 IN 813,187.44 E 2,038,048-80 �2 2- N�b S_:341.48 \ BEST C- EX RED CO;MPANY, qNV OUT: 341.38 44 3, 148 -22, PC JOSEPIN ADORSEY 0 m: U.1 6 P G 1 �'4 0 34'9,51 0 Cq �"'3 D,B. 5923, PG. 178 P.B. 411, PGI 90 2-8'35,,4 0. �A!117H q q 111,1VNE: -- i'NVV SIN,: 2A-3. '�\ A! 26-03 FIAM,�ARD AVE UJ 2513 HART ST !P',N;: 083116-83-11C�4 > > > _7.'3'1N'fl'qG: RU-S --- M f3 356 7 MNINIG: RIU-5 4 1 ZrKiNG: RU-5 t SSMH 2835 \ 35- 18 ` X5 RIM. 351,62 A v MV N 345 1_\0 4_1��_; % INV SE: 342-36 DIX aARLAND W III 'V: 342.64 D.S. 2637, PG, 967 x NV V 76 'RIPA RRII: 36,2.12 2517 HART Si 'N SSMH 15961 P,B. 4, PG. VNAI 12 C: 1) -j- a- 11 � ",p , ' ' ' \ "� N, E 3410 1 - PlIz, '�R' 'k PINI:083`1 16 V NM: RU-5 NV ',N,' 343,08 Al "N V- N P' r V r'T 0�: DUP"y �?_'M 2 CD NE_ 2 D.& 2, 9, PG. 482 -J BUFFER —RIPARIA, 25' SEVVE:i C. 1. PROPOSED 10! 25116 � IAR`hA,� iSi "IN: 08' 84 A, I TEMP EASEMENT Z_3� L U 5, 0 N y nq 00,71 _=zt GQ Q -p sY 10 46 9+ 50 A-Z 8+00 fa Z� v < 6 _0 3 % N f 5 0- 'W00 0 me -03 V-P N TO� Fa, AS- -LOU T CULNEP IN\]: 3411.844 SSMH 2 (W ZONE /I DOGHOUSE 's im, 1" x� Vg ON- TEMPORARY BYPASS 30'Z0t,,'1E I I On SDR 35 PVC RIFIARIAN,'; BUR'E" -W, cu R 6 N' L ET N 813,399-89 STABILIZED Rfi.;Vl: RINI: '147 E 2,038,172-62 PUMP MANHOLE (OUT RIPARIAN BUFFER 0 INV *N 34 .3 CONSTRUCTION OTHE RNN �N`: 342.7 ENTRANCE, (TYP-) N V S'VV: 3' A 9 6 OF VIEW T SOUTH) SEE NOTE 4 M5 D G1W OF DURHA, x\ SSN,11H 15972 - TO BE REPLACE n, RIM: 350-18 INIR", !"'i: 33-, .4,09 Ri!A: 3;47.28, D2. 206, PG. 220 �INV slM:3,13.73 1NV E: 342-23 M�V 8: 250,00 E MAIN' ST SSMH 1 (DOGHOUSE) i �eo - To BE ABANDONED P T-1: 0 16 -a- 3 - 16 61 1NV N1: 34 1 8' C , N C z 1 fE _'U L V E R a_� 0 �)7 r A ;6 \ \ , 11, tV 3A' A8 IN 813,187.44 E 2,038,048-80 �2 2- N�b S_:341.48 \ BEST qNV OUT: 341.38 44 3, 148 -22, PC JOSEPIN ADORSEY 0 m: U.1 6 P G 1 �'4 0 11.8. "I 12 1", PG. 522 D 0 Cq �"'3 P.B. 411, PGI 90 C co M M I— M a- 53TA, T R 10, F C14 26-03 FIAM,�ARD AVE UJ !P',N;: 083116-83-11C�4 > > > _7.'3'1N'fl'qG: RU-S --- C0 7 MNINIG: RIU-5 W FX ZK 111 Q�\ tFT S &M H '159158 RIM: 350,41 INV 'Af: 342,46 INV E: 342,36 LU uJ LU z 0 C3 IN z LLI UJI CD 0 OR I .� ;,- I= . C%4 1 =) Lli C-4 "R C- tn 0:) 0 > 00 0 Co 5 + C1 C1 > > > > Cie Z '10'VCP8ANffARYSPWER BE REPLACED 10 +00 911_1- 318.91 LF qF 10" SDR 35 PVC @ 0.79% 8-00 1 FOR REGULATORY REVIEW JRG LAM — SRN 11/14 IA. original issue of drawing or last revision of drawing Dmwn Job Project Date No Revision Note* * indicates signatures on Manager Director Plot Data. 21 November 2014 - 8:44 AM Plotted by. Lisa Kitchell Cad File No: G-186NI6407\CADDkDravAngs\CiviR86-16407-CO02,dwg ZONIING: R`U-5 WA' _k MIH RM: M&65 `4'\ CURB INLET RIIM� 348.60 W NE: M631 sy-j'. ��'46LV 8%611128352 - RIM: 300-70 NV NE: 3431.88 1NV S'Af: 343.66 PLAN SCALE 1n=49 \fT ro �Itl' cn GATYOF DURHAN4 0,13, 206, PG. 22P 'I Ul V 2,900 E MAIN 8rr DIN: 0831-163-83-1661 0' ZONE 2 Z MING: RIJ-5 RIPANAI'4 BUFFER- 30'ZONE I R1,? 116N 51UFFER- 10 zf SSMH 3 tw)4 IOP SDR 35 PVC 12 (p, N 813,468-00 PROPOSEDVY SSMH4 E 2,038,129-32 TEMP EASEMENT 7 N F N\\ - N 813,811.15 _0 -0 RWARtAN EJUFFDR'. E 2,038,265.32 & BORE B-1 T 13 J G Y JS' V, --------- 4 \ 'M SSMH 15970 _2\+ --- —_ I , _00 -:L RIM: 345-68 INV E: 336,46 I-V t= A I N V IM, 333 -4, 16 'Off utuo 61H77'�T SZ-7—C S: 334.22 D 1k N TO BE ABANDONE 1NV N: $34. 15 PROPOSED ULVEP 30, IV SDR VIP GABION PERM EASEMENT INV: MM SSMH 6 (DOGHOUSE) 35 PVC 48'0 RCP MATTRESS VXVA05 STREAM CENTERLINE BORE B-2 O (SEE NOTE 2) INV: 33 1 9.08 E 2,038,293-34 BORE B-3 10" EPDXY 4 COATED CLASS NCGS "KAY' 350 DIP �7 N: 815303.46 E. 2041953.07 (NAD8312011 PUBLISHED) NOTES: 1. INSTALL PER MANUFACTURERS RECOMMENDATION. NCGS"TURNKEY N: 814333.5486 ems. 2. 26, EASEMENT HAS BEEN ACCEPTED BY DWM E: 2045409.1752 WATER SEWERMAINTENANCE AND UTILITY (NAD8312011 PUBLISHED) ENGINEERING. 3. PROVIDE ROLLED EROSION CONTROL PRODUCT FOR STREAMBANKS AFTER SEEDING AT THE END OF THE WORK DAY THAT IT WAS DISTURBED. 4. ENTRANCE TO EASEMENT IS ON ASHE STREET. PLACE STABILIZED CONSTRUCTION ENTRANCE WITHIN EASEMENT. co 0 CC 3: L0 CUCJ CID cei > r-: UJ Lo 0 .4. CD C6 Q0 (0 > Ze C" 1�11 Mk Cq C6 0 tO C' ) 01 C'5 cma C6 LLI x 0 x (5 C"': z 0 UJI C- :D UJ CD :E > > 00 0 z z > > > 2 co co > z co a z '-F — — — — — — — — — — — — — — — — — -- - GABION MATTRESS 6!x8'X0.5! (SEE NOTE 1) 10"VCP SANITARTY IEWIER, TO BE ABANDONEE 68.14 LF OF 10" EPDXY COATED CLASS 350 DIP @ 0.55% 369,11 LF F 10' SDR 3 5 PVC @ 0.57% 4119 LF OF 10- SOR 35 PVC @ 0.570% CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING W7E 1 5 4+ 1 00 3+ 1 00 2 +00 1+00 0+00 —0+50 STORM WATER DATE 7+00 6 +00 00 TRANSPORTATION —DATE- IATE DATE PROFILE r K arly 1= %X "RY F"'EVIEW SCALE HOR I'=40' 1VFRI'=4° "mOpq' 0"hum"'ULATU" K ^F DURHAM, NORTH CAROLIN'A Drawn JRG Designer LAM client ^1 � � P�3'_7M MR I ITFALL OUITFALL REPAIM0% K* Project C .AST uuKHAM O'u Design Drafting SRH ec SRH ..... "IT 6 C Title h K Check EX111110 A I IWAN A Approved 89 --- him HORIZONTAL 1"=40! 0 20! 49 69 at PROFILE ML _- SAN 1ARY (Project Director) AT ORIGINAL SIZE I I ---- L GHD Consulting Services Inc r) VERTICAL 1"=4' 1 1 .. loveDou 3128 Highwoods Blvd., Suite 140, Raleigh Norffi Carolina 27604 USA Date OCTOBER 2014 2' 4! 6! 8! ID AT ORIGINAL SIZE 0 H1 T 1919 890-0600 IF 1919 890-0601 This Drawing shall not be Original Size I t)Ar M0% lot 0 E rdumail@ghd.com W www.ghd.com Scale HOR 1"=40' VER 1 "=4' for Construction unless Signed Arch D Drawing No: 86,11111111 mro 4ou to Rev: NC Registration No. F-0802 and Sealed For Construction UJ ai CO 0 m: U.1 6 0 4::� C'q C) 0 Cq �"'3 C co M M I— M a- C14 + U� UJ 0 > > > < C0 z W FX ZK \fT ro �Itl' cn GATYOF DURHAN4 0,13, 206, PG. 22P 'I Ul V 2,900 E MAIN 8rr DIN: 0831-163-83-1661 0' ZONE 2 Z MING: RIJ-5 RIPANAI'4 BUFFER- 30'ZONE I R1,? 116N 51UFFER- 10 zf SSMH 3 tw)4 IOP SDR 35 PVC 12 (p, N 813,468-00 PROPOSEDVY SSMH4 E 2,038,129-32 TEMP EASEMENT 7 N F N\\ - N 813,811.15 _0 -0 RWARtAN EJUFFDR'. E 2,038,265.32 & BORE B-1 T 13 J G Y JS' V, --------- 4 \ 'M SSMH 15970 _2\+ --- —_ I , _00 -:L RIM: 345-68 INV E: 336,46 I-V t= A I N V IM, 333 -4, 16 'Off utuo 61H77'�T SZ-7—C S: 334.22 D 1k N TO BE ABANDONE 1NV N: $34. 15 PROPOSED ULVEP 30, IV SDR VIP GABION PERM EASEMENT INV: MM SSMH 6 (DOGHOUSE) 35 PVC 48'0 RCP MATTRESS VXVA05 STREAM CENTERLINE BORE B-2 O (SEE NOTE 2) INV: 33 1 9.08 E 2,038,293-34 BORE B-3 10" EPDXY 4 COATED CLASS NCGS "KAY' 350 DIP �7 N: 815303.46 E. 2041953.07 (NAD8312011 PUBLISHED) NOTES: 1. INSTALL PER MANUFACTURERS RECOMMENDATION. NCGS"TURNKEY N: 814333.5486 ems. 2. 26, EASEMENT HAS BEEN ACCEPTED BY DWM E: 2045409.1752 WATER SEWERMAINTENANCE AND UTILITY (NAD8312011 PUBLISHED) ENGINEERING. 3. PROVIDE ROLLED EROSION CONTROL PRODUCT FOR STREAMBANKS AFTER SEEDING AT THE END OF THE WORK DAY THAT IT WAS DISTURBED. 4. ENTRANCE TO EASEMENT IS ON ASHE STREET. PLACE STABILIZED CONSTRUCTION ENTRANCE WITHIN EASEMENT. co 0 CC 3: L0 CUCJ CID cei > r-: UJ Lo 0 .4. CD C6 Q0 (0 > Ze C" 1�11 Mk Cq C6 0 tO C' ) 01 C'5 cma C6 LLI x 0 x (5 C"': z 0 UJI C- :D UJ CD :E > > 00 0 z z > > > 2 co co > z co a z '-F — — — — — — — — — — — — — — — — — -- - GABION MATTRESS 6!x8'X0.5! (SEE NOTE 1) 10"VCP SANITARTY IEWIER, TO BE ABANDONEE 68.14 LF OF 10" EPDXY COATED CLASS 350 DIP @ 0.55% 369,11 LF F 10' SDR 3 5 PVC @ 0.57% 4119 LF OF 10- SOR 35 PVC @ 0.570% CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING W7E 1 5 4+ 1 00 3+ 1 00 2 +00 1+00 0+00 —0+50 STORM WATER DATE 7+00 6 +00 00 TRANSPORTATION —DATE- IATE DATE PROFILE r K arly 1= %X "RY F"'EVIEW SCALE HOR I'=40' 1VFRI'=4° "mOpq' 0"hum"'ULATU" K ^F DURHAM, NORTH CAROLIN'A Drawn JRG Designer LAM client ^1 � � P�3'_7M MR I ITFALL OUITFALL REPAIM0% K* Project C .AST uuKHAM O'u Design Drafting SRH ec SRH ..... "IT 6 C Title h K Check EX111110 A I IWAN A Approved 89 --- him HORIZONTAL 1"=40! 0 20! 49 69 at PROFILE ML _- SAN 1ARY (Project Director) AT ORIGINAL SIZE I I ---- L GHD Consulting Services Inc r) VERTICAL 1"=4' 1 1 .. loveDou 3128 Highwoods Blvd., Suite 140, Raleigh Norffi Carolina 27604 USA Date OCTOBER 2014 2' 4! 6! 8! ID AT ORIGINAL SIZE 0 H1 T 1919 890-0600 IF 1919 890-0601 This Drawing shall not be Original Size I t)Ar M0% lot 0 E rdumail@ghd.com W www.ghd.com Scale HOR 1"=40' VER 1 "=4' for Construction unless Signed Arch D Drawing No: 86,11111111 mro 4ou to Rev: NC Registration No. F-0802 and Sealed For Construction 1. IN ALL MANHOLES, SEINER AND WATER, REGARDLESS OF LDCATEK ULTRA HDPE INSERTS, WITH POLYPR NMENE HANDLES, ARE TO BE iNISTAU.M. ADDITIONALLY.. ALL OC BOXES AT WATER VALVES. HDPE INSERTS ARE TO BE MWALLED. 2. THE INSERTS SHALL BE MANUFACTURED OF HDPE. MEETING THE STANDARDS OF ASTM D -1248, CLASS A. CATEtiaM 5. TYPE Ill. THE MINIMUM UNIFORM THICIOMS SHALL. BE W. THERE SHALL BE A POLYETHYLENE OR POLYPRDPYLENE REMOVAL STRAP. RIVITE3? TO THE STRAP. VENTILATION CAN BE BY EITHER A VENT HOLE OR A VALVE. LOCATED ON THE SIDE OF THE BOWL. THE VENT WILL LIMIT 24 HOUR INRON TO 5 GALLONS. PROPER OIMENSi OF THE MAI*IOLE FRAME AND COVER MUST BE SUPPLIED TO THE INSERT MANUFXTUREIM 10 DETERMINE THE FAT MODEL OF INSERT NEEDED. ACCEPTABLE MANUFACTURERS /STYLES SHALL BE (1) PARSONS ENVIRONMENTAL PRODUCTS, INC., WWWRARSONSENVIRONMENTAL.COM, REARM, PA. (2) NOFWW INFI.0% DOUG MEADOWS CO.. WW W.NOFLDINiNFLOWCO M, ABI.ENE, TX. 11 TOP OF SEE DETAIL SOLID CD M MAY BE REQUIRED DEPERNDrory ON FIEND CONDITMS MINIMUM AVERAGE WEIGHTS RING = 1901bs. COVER =1201bi TOTAL 310lbs. y PLAN SECTION PROVIDE HOPE INSERTS IN ALL MANHOLES BASED ON SPECIFICA75ONS DESCRIBED IN DETAIL P -6.0 MANHOLE RING AND COYER i rT >7 � f �4 rt+ (DETAIL NO. SS -2,4) ry 8 42 s n m n CITY OF DURHAM 6- TO 12' MAINS PUBLIC WORKS DEPARTMENT 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 LISA T 1919 890 F 1919 890 -0601 { -0600 5` -O" FOR ruw' NC Registration No. F -0802 15" TO 30 MAINS { STEEL REINFORCEMENT (NOTE M ANHOLE STEP { APPROVED { 3 DETAIL NO. SS -2.1) (DETAIL NO. SS -2.5) { { 36 TO 54" MAINS { { s. ro SAW CUT { 4,--0-, { FLEXIBLE RUBBER ISOMETRIC VIEW { (SEE NOTE 8 DETAIL { SLEEVE BOOT (NOTE 5 ENGINEERING DATE 6,. ' NO. SS -2.1) STORM WATER DATE NO. SS -2.1) R r S MAIN 1 PLASTER LDETAIL, { ' 0 FLOW Ao �J57 { TRANSPORTATION DATE { MAIE�I/ER RMUIRED BY DURHAM ENGINEER M, ' PRECAST CONCRETE SCALE: REVISION DATE: MS SANff ARY SEWER MANHOLE 0311812010 1. ' MANHOLE TO BE SET ON CONCRETE BASE AND BASE TO BE ONE POUR. CITY , 0 DURHAM, NORTH CAROLINA DETAIL NO. 8 9 DEPARTMENT PUBLC WORKS SS-2.0 C1 DtEW 3. ` PIPE OPENING SHALT- BE PRECAST BY MANUFACTURER. 1.1 1. ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST REVISION OF ASTM 0478. 2. CONCRETE SNAIL. BE 40DO PSI AT 28 DAYS MINIMUM. 3. STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING TO THE LATEST REVISION OF ASTM -A-185 FOR WALL REINFORCEMENT. AND THE LATEST REVISION OF A'STM -AB15 FOR THE BASE REINFORCEMENT. 4. STANDARD JOINTS SHALL BE, SEALED WITH PUTTY TYPE. PLASTIC CEMENT PER FED. SPEC. SS-C -153 OR AN O -RING TYPE JOINT CONFORMING' TO THE LATEST REVISION OF ASTM -0443. 5. MANHOLE INLETS AND OUTLETS SHALL BE CAST IN PLACE FLEXIBLE RUBBER SLEEVES BOOTS PER THE LATEST REVISION OF ASTM -0923. 6. INV ERM TO BE CONSTRUCTED OF BRICK WITH A CONMETE BENCH (DETAIL NO. ss--z.2 }. 7. THE MAXIMUM SEPARATION OR INVERT' IN TO OUT WITHIN A MANHOLE IS 0.50 FEET. WHEN THE SEPARATION L.5 GRI ATER THAN 0.5 FEET A DROP MANHOLE MUST BE ,USED. 8. MANHOLES GREATER THAN 18 FEET IN DEPTH SHALL HAVE AN RODE DIAME M OR 5'-0 «. FOR SANITARY SEWER MAINS GREATER THAN EIGHTEEN INCHES (180) IN DIAMETER. MANHOLES SHALL BE A MINIMUM OF 5' -0« IN DIAMETER. 9. RIM S&ATION S SWILL BE AT GRADE IN STIWS & PARKING LOTS. 10. RIM ELEVATX= ALONG OUTFAL.LS SHALL BE A MINIMUM OF 3' ABOVE EXISTING GROUND ELEVATION. IF THE OUTFALL IS LOCATED WITHIN THE FLOOD PLAIN, RIM ELEVATIONS SHALL BE :e ABOVE THE 100 --YEAR FLOOD ELEVATION (WHILE STILL MAINTAINING THE S ABOVE THE EXISTING GROUND ELEVATION MINIMUM REQUIREMEN0. THE i0O -YEAR FLOOD ELEVATION 'SHALL. BE NOTED ON THE CONSTRUCTION DRAWINGS. 11. DEPENDING UPON THE HEIGHT OF THE MANHOLE, THE CITY OF DURHAM ENGINEERINIG DIVISION MAY REQUIRE FLAT MANHOLES, EXTERIOR STEPS AND SAFETY BARS ON 'TOP OF THE MANHOLE. DURHAM QTY mmommmmuri i rT >7 � f �4 rt+ ry 8 42 s n m n CITY OF DURHAM 6- TO 12' MAINS PUBLIC WORKS DEPARTMENT 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 LISA T 1919 890 F 1919 890 -0601 rr -0600 5` -O" FOR ruw' NC Registration No. F -0802 15" TO 30 MAINS APPROVED �6�� /ad >�'�Qa®P'� 36 TO 54" MAINS s. ro SAW CUT FLOW.; � - L TO SPRINXGLIN E , iSEWER ISOMETRIC VIEW /SOVER 1/ /! ENGINEERING DATE 6,. ' n STORM WATER DATE R r PIPE V; MIN. ro. ro:•a ro• ".ro • s .ro. ` °•: ' 0 Ao �J57 TRANSPORTATION DATE STONE ONCRETE LASE RMUIRED BY ENGINEER CROSS-SECTION DATE 1. ' MANHOLE TO BE SET ON CONCRETE BASE AND BASE TO BE ONE POUR. 2. FOR VITRIFIED CLAY PIPE, CONCRETE SHALL. BE POURED TO NEXT EXISTING JOINT (BOTH SIDES OF MANHOLE). 3. ` PIPE OPENING SHALT- BE PRECAST BY MANUFACTURER. A FOR REGULATORY REVIEW JRG LAM SRH 11114 DATE 7.' INVERT TO BE BUILT FROM PROPOSED PIPE TO EFFLUENT PIPE, ACCORDING TO DETAIL ON INVERTS. � -.�H t t No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn M Job anager Project Director Date Plot Date: 20 November 2014 - 9:37 AM Plotted by: Lisa Mitchell Cad File No: GA861 1640- ACADDiDnawings\Civih86- 16407- C003.dwg 1.1 1. ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST REVISION OF ASTM 0478. 2. CONCRETE SNAIL. BE 40DO PSI AT 28 DAYS MINIMUM. 3. STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING TO THE LATEST REVISION OF ASTM -A-185 FOR WALL REINFORCEMENT. AND THE LATEST REVISION OF A'STM -AB15 FOR THE BASE REINFORCEMENT. 4. STANDARD JOINTS SHALL BE, SEALED WITH PUTTY TYPE. PLASTIC CEMENT PER FED. SPEC. SS-C -153 OR AN O -RING TYPE JOINT CONFORMING' TO THE LATEST REVISION OF ASTM -0443. 5. MANHOLE INLETS AND OUTLETS SHALL BE CAST IN PLACE FLEXIBLE RUBBER SLEEVES BOOTS PER THE LATEST REVISION OF ASTM -0923. 6. INV ERM TO BE CONSTRUCTED OF BRICK WITH A CONMETE BENCH (DETAIL NO. ss--z.2 }. 7. THE MAXIMUM SEPARATION OR INVERT' IN TO OUT WITHIN A MANHOLE IS 0.50 FEET. WHEN THE SEPARATION L.5 GRI ATER THAN 0.5 FEET A DROP MANHOLE MUST BE ,USED. 8. MANHOLES GREATER THAN 18 FEET IN DEPTH SHALL HAVE AN RODE DIAME M OR 5'-0 «. FOR SANITARY SEWER MAINS GREATER THAN EIGHTEEN INCHES (180) IN DIAMETER. MANHOLES SHALL BE A MINIMUM OF 5' -0« IN DIAMETER. 9. RIM S&ATION S SWILL BE AT GRADE IN STIWS & PARKING LOTS. 10. RIM ELEVATX= ALONG OUTFAL.LS SHALL BE A MINIMUM OF 3' ABOVE EXISTING GROUND ELEVATION. IF THE OUTFALL IS LOCATED WITHIN THE FLOOD PLAIN, RIM ELEVATIONS SHALL BE :e ABOVE THE 100 --YEAR FLOOD ELEVATION (WHILE STILL MAINTAINING THE S ABOVE THE EXISTING GROUND ELEVATION MINIMUM REQUIREMEN0. THE i0O -YEAR FLOOD ELEVATION 'SHALL. BE NOTED ON THE CONSTRUCTION DRAWINGS. 11. DEPENDING UPON THE HEIGHT OF THE MANHOLE, THE CITY OF DURHAM ENGINEERINIG DIVISION MAY REQUIRE FLAT MANHOLES, EXTERIOR STEPS AND SAFETY BARS ON 'TOP OF THE MANHOLE. DURHAM QTY mmommmmuri F%Jffff13-Kt-UUL-AI'U REVIEW Drawn RG Designer LAM Client J 1"110% F 1`i R S N R R LI Project AST R A TE LL TI ALL KEG ! Che SRH C ec-kn SRH Title MANHOLE DETAIL* Approved (Project Director) Date` OCTOBER 2014 This Drawing shall not be used Original Size AW& Aft Aft AT& Scale AS SHOWN for Construction unless Signed B'�1 Dd'i�VY111g ENO: a" III -mugs AL and Sealed For Construction Rev: i rT >7 � f �4 rt+ ry 8 42 s n m n GHD Consulting Services Inc 6- TO 12' MAINS 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 LISA T 1919 890 F 1919 890 -0601 rr -0600 5` -O" FOR ruw' NC Registration No. F -0802 15" TO 30 MAINS 6' -0" FOR 36 TO 54" MAINS s. ro SAW CUT FLOW.; � - L TO SPRINXGLIN E , iSEWER ISOMETRIC VIEW /SOVER 1/ /! 6,. ' n '�9Y R r PIPE V; MIN. ro. ro:•a ro• ".ro • s .ro. ` °•: ' 0 Ao �J57 MIN. 6" OR AS STONE ONCRETE LASE RMUIRED BY ENGINEER CROSS-SECTION NOTES: 1. ' MANHOLE TO BE SET ON CONCRETE BASE AND BASE TO BE ONE POUR. 2. FOR VITRIFIED CLAY PIPE, CONCRETE SHALL. BE POURED TO NEXT EXISTING JOINT (BOTH SIDES OF MANHOLE). 3. ` PIPE OPENING SHALT- BE PRECAST BY MANUFACTURER. 4. FLOW SHALL BE MAIITAJNED DURING CONSTRUCTION. SANFrARY SEWER 5.> MINIMUM OF 4004 PSI CONCRETE REQUIRED. 6. THE CONTRACTOR SHALL PROVIDE A MINIMUM 6" COMPACTED #57 STONE BASE. 7.' INVERT TO BE BUILT FROM PROPOSED PIPE TO EFFLUENT PIPE, ACCORDING TO DETAIL ON INVERTS. 1 FIL•,, DOGHOUSE MANHOLE INSTALLATION SCALE:: NTS M :REVISION DATE OVER EXISTING SEWER MAIN 12107 /2009 MORTARED BLOCK CITY OF DURHAM, NORTH CAROLINA PLAN C OR . DEPARTMENT OF PUBLIC WORKS ' SS -3.0. MTM�r Milli FLOW SEWER r' MAIN t tit%' �*� `�'• �r�, /i PLAN B ♦ ERICK �.. ME (7 BRICK MINIMUM) l NOTES, TYPICAL CROSS r MATERIAL SMALL BE CONCRETE ,.- ST! IN PLACE WITH A SMOO 2. WVTH OF y' . INSIDE r OF . AND OUTGOING 3. BRICK Y " BE FORMED AS SHOWN. 4. ALL INVERT ELEVATIONS SHALL BE AS SHOWN ON APPROVED CONSTRUCTION PLANS. 5. BENCHES TO BE 13UILT OW OF CONCRETE, MORTARED BLOCK OR BRKX SFONE IS Nor ACCEPTABLE. DURHAM SANffARY SEWER Il LE ]NVERT NORTH CITY OF DURHAM, -. • • DEPARTMENTOFPMC WORKS F%Jffff13-Kt-UUL-AI'U REVIEW Drawn RG Designer LAM Client J 1"110% F 1`i R S N R R LI Project AST R A TE LL TI ALL KEG ! Che SRH C ec-kn SRH Title MANHOLE DETAIL* Approved (Project Director) Date` OCTOBER 2014 This Drawing shall not be used Original Size AW& Aft Aft AT& Scale AS SHOWN for Construction unless Signed B'�1 Dd'i�VY111g ENO: a" III -mugs AL and Sealed For Construction Rev: I ry 8 42 s n m n GHD Consulting Services Inc 6- TO 12' MAINS 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 LISA T 1919 890 F 1919 890 -0601 -0600 5` -O" FOR E rdumail@ghd.ctom W www.ghd.com NC Registration No. F -0802 F%Jffff13-Kt-UUL-AI'U REVIEW Drawn RG Designer LAM Client J 1"110% F 1`i R S N R R LI Project AST R A TE LL TI ALL KEG ! Che SRH C ec-kn SRH Title MANHOLE DETAIL* Approved (Project Director) Date` OCTOBER 2014 This Drawing shall not be used Original Size AW& Aft Aft AT& Scale AS SHOWN for Construction unless Signed B'�1 Dd'i�VY111g ENO: a" III -mugs AL and Sealed For Construction Rev: 4' -0* FOR 6- TO 12' MAINS 5` -O" FOR 15" TO 30 MAINS 6' -0" FOR 36 TO 54" MAINS WATER TIGHT SEAL. AROUND ro SAW CUT EXISTING SEWER MAIM " TO SPRINXGLIN E , ISOMETRIC VIEW 6 ROUT 6,. ' '�9Y T.C. 1 I i N PVC PIPE PIPE V; MIN. ro. ro:•a ro• ".ro • s .ro. ` °•: ' 0 Ao �J57 MIN. 6" OR AS STONE ONCRETE LASE RMUIRED BY ENGINEER CROSS-SECTION NOTES: 1. ' MANHOLE TO BE SET ON CONCRETE BASE AND BASE TO BE ONE POUR. 2. FOR VITRIFIED CLAY PIPE, CONCRETE SHALL. BE POURED TO NEXT EXISTING JOINT (BOTH SIDES OF MANHOLE). 3. ` PIPE OPENING SHALT- BE PRECAST BY MANUFACTURER. 4. FLOW SHALL BE MAIITAJNED DURING CONSTRUCTION. 5.> MINIMUM OF 4004 PSI CONCRETE REQUIRED. 6. THE CONTRACTOR SHALL PROVIDE A MINIMUM 6" COMPACTED #57 STONE BASE. 7.' INVERT TO BE BUILT FROM PROPOSED PIPE TO EFFLUENT PIPE, ACCORDING TO DETAIL ON INVERTS. DURHAM DOGHOUSE MANHOLE INSTALLATION SCALE:: NTS :REVISION DATE OVER EXISTING SEWER MAIN 12107 /2009 CITY OF DURHAM, NORTH CAROLINA DETAIL NO. 1 8 s 9 C17V 0r MEO1CkNE . DEPARTMENT OF PUBLIC WORKS ' SS -3.0. F%Jffff13-Kt-UUL-AI'U REVIEW Drawn RG Designer LAM Client J 1"110% F 1`i R S N R R LI Project AST R A TE LL TI ALL KEG ! Che SRH C ec-kn SRH Title MANHOLE DETAIL* Approved (Project Director) Date` OCTOBER 2014 This Drawing shall not be used Original Size AW& Aft Aft AT& Scale AS SHOWN for Construction unless Signed B'�1 Dd'i�VY111g ENO: a" III -mugs AL and Sealed For Construction Rev: BACKFILL COMPACTI! IN G* LIFTS TO 95% STD. PROCTOR .9 DURHAM CM W NMOVIR 12 N UNDISTURBED MATERIAL • 3" ABOVE PIPE STONE��* rl iii`! ZIIMe, Is Z9- A POINT STAINLESS 11,�\ 6ms BMDS Zql 1-41ATERAL I Off I-kR-A 11 PLAN 3�1111 Y BEND I --CW IRON SOIL PIPE PIPE CAST IRON SOIL PIPE DOUBLE HUB PIPE I MIN. J' PER 11' GRADE (4-J ILMUPLING SCK 40 Pvc� 40UPUNG 40 PVC SOLVENT WELD WYE SOLVENT WELD WYE CLEAN OUT DETALS INSTALLED BY PLUMBER SAIWARY SE VaR IATERAL REVIS14COMNN DAT 4" SEWER LATERAL 03!1801110 CITY OF DURHAM, NORTH ChROLM DETAIL Im DEPARTMENT OF PUBLIC WORKS SS-1 CM01FUMN13116 ____ A I FOR REGULATORY REVIEW .ERG LAM I SRH 1 11/14__l Job Project a Date No I Revision Note: "indicates signatures on original issue of drawing or last revision of drawing Manager r] D,7*vn manager Plot Date: 20 November 2014 - 9:22 AM Plotted by: Lisa Mitchell Cad File No: GA8611 6407NCADDNDrewings\Civil\86-16407-COO4.dwg R/W I DURHAM ,fig wgg 10 n Coln, ir., V1E1;MN` vLAEJA_9LE_ I KA ABLE — ----- ABLE I 'i EX. PAVEMENT (MIN.)// X >y TYPICAL SECTION (FOR TRENCH EXCAVATION SHOWING MAXIMUM SLOPE RELATIONSHIP FOP PARALLEL INSTALLATION) /ZZ=Lj I / 71, U B Li =j jl-h _j, j =UL Li Lj u _ U, PLAN VIF iY CAST IRON/DUCTILE IRON FINISHED CLEANOUT COVER & RING PROVIDE RUBBER GRADE GASKET EE _-E A SPHALT C2 0 PAVEMENT SAND CLIZ' ION n 4" PANELLA TYPE CLEANOUT WITH 0 :c q( COUNTERSINK HEAD STONE BASE—, : i /�Al 0 00 UO 1. A. J 4 3000 PSI,' ;C 3000 CRETE FL. PSI- 0 n :,. . . t CONCRETE 1 CON z I COLLAR COLLAR aJo x PVC ENCASEMENT PIPE SEAL PIPE GASKET 10" MIN. 10" MIN. 20" MUN SECTION iiEW DURHAM g " -, , x go 0,110,111 SANITARY SEWER TRAF-r-IC SCALE: NTS REVISION DATE:. BEA HING CLEANOUT 1' 210712009 CIP( OF DURHAM, NORTH CAROLINA DETAIL NO. DEPAP MENT OF PUBLIC WORKS SS-6.0 CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER DATE TRANSPORTATION DATE— DATE— DATE DISTANCE TO SECOND OFFSET STAKE DISTANCE TO FIRST OFFSET STAKE vii 0 OFF= STAKE OFFSET STAKE 0 HUB IZA V/ EXIS RAITIND G GE PROPOSED MANHOLE OR CURB INLET YARD INLET S STRUCTURE CENTERUNE SE1,0VER L FT DURHAM CONSTRUMON STARE OUT FOR SCALE: SION DATEMANHOLE OR DRAWAGE STRUCIUM "TS 12JO7rAW CITY OF DURHAM, NORTH CAROLMA DETAIL NO. I a 0 9 DEPARTMENT OF PUBLIC WOWS C-2.0 CM OF MEMOMF I CONCRETE DRIVEWAYS OR PARKING LOTS FINISHED GRADE 64NCHES 3,000 PSI CONCRETE, MIX NO. 2 GRAVEL DRIVEWAY OR PARKING LOT WWF 6X6*2.902.9 6-INCHES TOPSOIL, SEED, MULCH 6-INCHES ABC ASPHALT DRIVEWAY OR PARKING LOT (COMPACTED DEPTH) 2.5- INCHES TYPE SF-9.6A 6-INCHES ABC (COMPACTED DEPTH) 100% STANDARD PROCTOR 1' TYPIC*-- � 0 0,00000 0 ICAC�b-0000 01160 0 1 FINAL BACKFILL O 0 MATERIAL PLACED IN IT LIFTS AND 1- MINv-1 COMPACTED TO 90% OF STANDARD PROCTOR. FINAL BACKFILL COMPACTED FILL MATERIAL PLACED IN 6" LIFTS AND COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR, FINAL SACKFILL SEE PIPE EMBEDMENT DETAIL BELOW FINAL BACKFILL U!"'IMPROVED AREAS SEE PIPE EMBEDMENT DETAIL RESTORATION DE I ALTA I NOT TO SCALE DRIVEWAYS ANDIPTNOT TO SCALE D Cpl IVE 11 VA i S AND PT RKUNG LOTS SEE APPROPRIATE TRENCH DETAIL FOR BACKFILL T REQUIREMENTS RESTORATION DETAIL, NOT TO SCALE REFER TO CONTRACT SPECIFICATIONS FOR PROPER COUPLING 12' EXISTING MANHOLE INTERNAL EXPANDING CORE DRILL CONCRETE WALL PER MANUFACTURERS RECOMMENDATION ill MAX EXISTING SANITARY SEWER PIPE 6" MIN, PROVIDE CONCRETE BENCH AND FLOW-LINE UNDISTURBED SUBGRADE LZTO OBTAIN SMOOTH BOTTOM NEW SANITARY SEWER PIPE 80 LB. BAG OF CONCRETE CENTERED 21 PROPOSED LC 6: TO TO 24" (MAX) ABOVE BENCH BENEATH JOINT (NOT REQUIRED IN ROCK NO. 67 AGGREGATE, EXCAVATION) SE COMPACTED IN VLIFTS. STAINLESS STEEL B ND WATERTIGHT FLEXIBLE RUBBER CONNECTOR CONFORMING TO ASTM C-4443 & C-923 WITH NOTE. MAINLINE SEWER RECONNECTIONS TO BE AIR TESTED IN STAINLESS STEEL BAND ACCORDANCE WITH SPECIFICATIONS. SEWER Pirr*"E*K"'ECONNEOU"'IrlOO'' DETAIL CORE DRILL EXISTING MANHOXE NOT TO SCALE NOT TO SCALE r!^rj rjr!^�j jr, I A gr^r%%ff rNET1111IRTIAN ,%%o \A CAS -9, 15 41 GIN 4* "too 1. CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING AND MAINTAINING ALL EROSION AND SEDIMENTATION CONTROL MEASURES. 2. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE 161H THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SEDIMENT CONTROL CODE, LATEST EDITION. 3. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES BEFORE CLEARING, CONSTRUCTION OR DEMOLITION WORK IS BEGUN. 4. ALL EROSION AND CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY OR A:,7 ER EACH SIGNIFICANT RAIN EVENT AND REPAIRED AS NECESSARY. SEDIMENT SHALL BE PROPERLY DISPOSED OF SO FURTHER SEDIMENT TRANSPORT DOES NOT OCCUR. 5. IF CONDITIONS OF CONCENTRATED FLOW OCCUR, REPLACE TEMPORARY SILT FENCE i? 7; H REINFORCED STABILIZED OUTLET FOR SEDIMENT FENCE OR CHECK DAMS. 6. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING TO DENUDED AREAS THAT WILL NIOT BE BROUGHT TO FINAL GRADE FOR A PERIOD GREATER THAN SHOWN IN THE STABILIZATION TIMETABLE, 7. CONTRACTOR SHALL PROVIDE PERMANENT SEEDING WITHIN THE TIME FRAMES SET NI THE STABILIZATION TIMETABLE AFTER FINAL GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION HAS BEEN APPLIED. 8. IMMEDIATELY APPLY MULCH TO DENUDED AREAS DURING NON - GROWING SEASONS. 9. ALL TEMPORARY CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTIOl IS COMPLETE AND SITE HAS BEEN PERMANENTLY STABILIZED. 10. ANCHOR STRAW BY TACKING WITH EMULSIFIED ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. WHEN USING EMULSIFIED ASPHALT, APPLY 0.10 GALLONS PER SQUARE YARD (10 GALLONS/ 1000 SQUARE FEET). 11. DISTURBED AREA = SITE 5 - 0.51 ACRES (22,415 SQ. FT.) SITE 6 - 0.68 ACRES (29,459 SQ, FT.) TOTAL -1.19 ACRES (51,874 SQ. FT.) 12. CALL THE LAND QUALITY SECTION AT 919- 791 -4200 BEFORE LAND DISTURBING ACTIVITIES BEGIN. 13. THE FOLLOWING SEEDING SCHEDULE APPLIES. TEMPORARY SEEDING RIPARIAN BUFFER RULES FOR THE NEUSE RIVER BASIN: SITE 5 SITE 6 SEED SOIL AMENDMENTS MULCH ZONE 2 4,638 SF ZONE 2 RYE ANNUAL LESPEDEZA LIMESTONE 10 -10-10 FERTILIZER STRAW JAN 1 TO MAY 1 ( LB /ACRE) (LBIACRE) (LB /ACRE) (LBIACRE) (LB )ACRE) EXISTING (SURGE STONE OR RAILROAD t 120 50 2,000 750 4,000 70% i.. GREATER. GERMAN MILLET LIMESTONE 10-10-10 FERTILIZER STRAW MAY 1 TO AUG 15 (LB /ACRE) (LBIACRE) (LBIACRE) (LB /ACRE) 40 2,000 750 4,000 RYE (GRAIN) LIMESTONE 10-10 -10 FERTILIZER STRAW AUG 15 TO DEC 30 (LBIACRE) (LB /ACRE) (LBIACRE) (LB )ACRE) 40 2,000 1,000 4,000 PERMANENT SEEDING SEED SOIL AMENDMENTS MULCH TALL FESCUE LIMESTONE 10-10 -10 FERTILIZER 8-8-8 = ERTILIZER STRAW FEB 15 TO JUN 15 (LB /100 -SY) - ( LB /100 -SY) (LB /100-SY) (LB /100 -SY) (LBIACRE} 5.5 - 70 20 25 4,000 JUN 15 TO AUG 15 DESIGN FLOW LEVEL m TALL FESCUE LIMESTONE 10 -10 -10 FERTILIZER 8-8-8 FERTILIZER STRAW AUG 15 TO OCT 30 (LB /10aSY} - (LB /100 -SY} (LB/100-SY) (LB /100 -SY) LB /ACRE) 5.5 - 70 20 25 4,000 _ �r_. •._....., DISTURBED AREA ✓` TALL FESCUE RYE: (GRAIN) LIMESTONE 10 -10-10 FERTILIZER 8 -8 -8 FERTILIZER STRAW NOV 1 TO FEB 15 (LB /300 -SY) (LB /100 -SY} (LB /100 -SY) (LBl100-SY) (LB /100 -SY) (LBIACRE) 5.5 2 70 20 25 4,000 i 1. THE FOLLOWING INDICATES THE TOTAL AREA (SF) OF CLEARING IN ZONES 1 AND 2 IDENTIFIE -w BY THE RIPARIAN BUFFER RULES FOR THE NEUSE RIVER BASIN: SITE 5 SITE 6 BUT SUFFICIENT TO KEEP ZONE 1 7,815 SF ZONE 1 19,265 SF ZONE 2 4,638 SF ZONE 2 8,721 SF 2. STREAM CROSSING IMPACTS STANDARD METAL POSTS SITE 5 - 49 LF 2' -W IN GROUND SITE 6 - 9 LF / \ TOTAL - 58 LF 2 " -3" STONE TO BE USED GALVANIZED HARDNARE WIRE EXTENDS TO THE "OP OF BOX. (19 GAUGE, 114' MESH OPENINGS.) 0 ° oo � 2:1 � �0 mo?s ��° O o °0 Q�oiv® 00b 3 C> go op 00 o 00 O v ° 0 0° 0 ON. °� v � 00 0 0 ©00 O0 Cpo CP 0°°o .0 $9 cQ P 0e oo0p0 ao O # 57 WASHED STONE PLACED TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX STANDARD CATCH BASINIYAR INLET PROTECTION NOT TO SCALE = DENR STANDARDS & SPECS. FOR CONFLETE DESIGN CRITERIA & MAINTENANCE EXISTING ROADWAY 6" MIN. 100' MIN. GEO TEXTILE FABRIC PROPERTIES TEST METHOD BUT SUFFICIENT TO KEEP TYPE: NON WOVEN NO. 57 WASHED STONE. SEDIMENT ON SITE WEIGHT ASTM D -3776 8 OXIYD GRAB TENSILE ASTM D4632 203 LES PUNCTURE ASTM D-4833 2 " -3" STONE TO BE USED FLOW RATE 25' OR WIDTH OF EXISTING (SURGE STONE OR RAILROAD t PERMITTIVITY PROPOSED STREET, ROADWAY .B,AaLLAST) UV RESISTANT WHICHEVER IS 70% i.. GREATER. 100% THAN 50 FEET IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 21IF J 70' ;IlAIN. `- FABRIC UNDER STONE CROSS SECTION STABILIZED CONSTRUCTION RUCTION E T ANC NOT 0 SCALE PUMP MIN, 10 GA. LINE WIRES NOTE: DISCHARGE FROM SEDIMENT FILTER BAG SHALL BE TO WELL VEGETATED AREA AT LEAST 50 FEET FROM STREAM(S). NO DISCHARGE SHALL BE MADE TO STREAMS OR WETLANDS. 30' MIN. TOP OF SILT FI MUST BE AT LE ABOVE THE TC THE WASHED NEW CONSTRUCTION 12" MIN. _ o ' W - ` , 'L-6-INCHES #57 STONE �Y VEGETATED AREA PUMP WATER FILTER BAG SPECIFICATION GEO TEXTILE FABRIC PROPERTIES TEST METHOD UNITS TYPE: NON WOVEN NO. 57 WASHED STONE. m WEIGHT ASTM D -3776 8 OXIYD GRAB TENSILE ASTM D4632 203 LES PUNCTURE ASTM D-4833 130 LBS FLOW RATE ASTM 04491 80 GALIMIN /FT PERMITTIVITY ASTM D4491 1.5 SEC UV RESISTANT ASTM D4355 70% AOS % RETAINED ASTM D-4751 100% MODEL - DIRTBAG 53 AS MARKED BY ACF ENVIRONMENTAL (1- 800448 -3636) OR OTHER FILTER BAG THAT MEETS SPECIFICATIONS. SEDIMENT FILTER BAG DETAIL NOT TO SCALE NOTES: 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- ING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE CONTRACTOR. 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER NOTE: USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 114 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. FRONT VIEW 0 0 N STEEL POST - WOVEN WIRE FABRIC s- SILT FENCE GEOTEXTILE FABRIC FILL SLOPE SIDE VIEW TEMPORARY SILT FENCE DETAIL NOT TO SCALE I A I FOR REGULATORY REVIEW JRG LAM SRH 11/14 No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Cate 9 Manager Director 01„++,.A +,,,• I C,; ;d Fite No: G: 186X16407 \CARD \Drawincis\Civil\86 - 16407- COO5.dwg CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER ! DATE TRANSPORTATION DATE DATE______._ DATE STABILIZED °° _ .�.° ° _ . • J i �iQ". . APPROACH ABUTMENT STEEL FENCE POST WIRE FENCE - HARDWARE CLOTH - FILTER OF 1" DIAMETER WASHED STONE FOR := ;EPAIR OF SILT -� GRADE FENC8 FAILURES, USE NONE NO. 57 WASHED STONE. m FOR r`. NCHOR WHEN SILT _ 6" MIN. COVER FENC~:- IS PROTECTING OVER SKIRT' CATC:' BASIN. ANCHOR SKIRT AS IF SLOPES ARE 10 FT OR LESS DIRECTED BY ENGINEER SIDE VIEW TEMPORARY SILT FENCE DETAIL NOT TO SCALE I A I FOR REGULATORY REVIEW JRG LAM SRH 11/14 No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Cate 9 Manager Director 01„++,.A +,,,• I C,; ;d Fite No: G: 186X16407 \CARD \Drawincis\Civil\86 - 16407- COO5.dwg CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED ENGINEERING DATE STORM WATER ! DATE TRANSPORTATION DATE DATE______._ DATE STABILIZED °° _ .�.° ° _ . • J i �iQ". . APPROACH ABUTMENT STEEL FENCE POST WIRE FENCE - HARDWARE CLOTH - FILTER OF 1" DIAMETER WASHED STONE BURY WIRE FENCE AND BURY 6" OF UPPER EDGE OF PLAN VIEW HARDWARE CLOTH FILTER FABRIC IN TRENCH TES SECTION VIEW 1, REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE SANDBAGS WILL BE PLACED. SILT FENCE OUTLET 2. INSTALL DIVERSION STRUCTURE FROM UPSTREAM TO DOWNSTREAM. 2.1. LAYOUT THE IMPERVIOUS SHEETING WITH TEH CENTER OF THE LINER LOCATED OVER THE CENTER OF NOT TO SCALE THE SAND BAG DIKE. 2.2. PLACE THE TO THE DESIRED HEIGHT, OFFSETTING SO JOINTS STAGGERED. PACK STABILIZATION TIMETABLE: 7 GY TOGETHER, 2.3. INRAP SHEETING AROUND SANDBAG DIKE AND SECURE WITH A FINAL LAYER OF SANDBAGS. STABILIZATION TIME FRAME SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS SILT FENCE TRAVERSE SECTION VIEW NONE SLOPES m HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE °4 ,1N °�� • IF SLOPES ARE 10 FT OR LESS EXISTING GRADE; T 1919 890 -0600 P 1919 890 -0601 IN LENGTH AND ARE NOT IN SLOPES STEEPER THAN 3:1 7 DAYS THAN 2:1.14 DAYS ARE ALLOWED. - SLOPES 3:108 FLATTER 14 DAYS THAN 50 FEET IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 14 DAYS NONE (EXCEPT FOR 4 :1 PERIMETERS AND HQW IMPERVIOUS SHEETING;; ZONES) SANDBAG /STONE DIVERSION DESIGN FLOW LEVEL m . • ., . _ �r_. •._....., DISTURBED AREA ✓` iF J l H/2 + 1 FT FOR PROJECTS OF DURATION < 2 WEEKS BURY WIRE FENCE, 2 -YR FLOOD ELEVATION FOR PROJECTS OF LONGER DURATION FILTER FABRIC, STEEL FENCE AND HARDWARE POST SET MAX 2 CLOTH IN TRENCH APART MIN. 18" INTO SOLID GROUND - - --- FLOW MINIMUM OPENING IS 45% o�0 OF STREAM WIDTH 0 3' FILTER FABRIC SANDBAG /STONE DISTURBED U0 p � ON GROUND DIVERSION AREA b�oi�a 0 BURY WIRE FENCE AND BURY 6" OF UPPER EDGE OF PLAN VIEW HARDWARE CLOTH FILTER FABRIC IN TRENCH TES SECTION VIEW 1, REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE SANDBAGS WILL BE PLACED. SILT FENCE OUTLET 2. INSTALL DIVERSION STRUCTURE FROM UPSTREAM TO DOWNSTREAM. 2.1. LAYOUT THE IMPERVIOUS SHEETING WITH TEH CENTER OF THE LINER LOCATED OVER THE CENTER OF NOT TO SCALE THE SAND BAG DIKE. 2.2. PLACE THE TO THE DESIRED HEIGHT, OFFSETTING SO JOINTS STAGGERED. PACK STABILIZATION TIMETABLE: 7 GY TOGETHER, 2.3. INRAP SHEETING AROUND SANDBAG DIKE AND SECURE WITH A FINAL LAYER OF SANDBAGS. STABILIZATION TIME FRAME SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND 7 DAYS NONE SLOPES m HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE °4 ,1N °�� • IF SLOPES ARE 10 FT OR LESS �P T 1919 890 -0600 P 1919 890 -0601 IN LENGTH AND ARE NOT IN SLOPES STEEPER THAN 3:1 7 DAYS THAN 2:1.14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GRATER SLOPES 3:108 FLATTER 14 DAYS THAN 50 FEET IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 14 DAYS NONE (EXCEPT FOR 4 :1 PERIMETERS AND HQW ZONES) •:a , ,� STABILIZED i , -:`I ••° • APPROACH ACCEPTABLE ANCHOR `-- STEEL CABLE NOTES: E OR CHAIN 1. THE BRIDGE SHOULD BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING THE CHANNEL AND NOT THREATEN THE INTEGRITY OF THE STREAM BANK. 2. SURFACE FLOW OF TRAVEL WAY TO BE DIVERTED AWAY FROM STREAM. 3. INSTALL STREAM CROSSING AT A RIGHT ANGLE TO THE FLOW. 4. DURING PLACEMENT /INSTALLATION /REMOVAL, KEEP MATERIAL AND VEHICLES OUT OF STREAM. 5. THERE SHALL BE NO GAPS IN THE MAT THAT ALLOWS SEDIMENT TO ENTER THE STREAM. 6. KEEP MAT SURFACE FREE OF SOIL & DEBRIS. IF ACCUMULATION OCCURS, IT SHALL NOT BE DISCARDED INTO THE STREAM. 7. STABILIZE THE APPROACH WITH FILTER FABRIC AND CLASS B STONE. 8. ACCEPTABLE ANCHORS SHALL PREVENT MAT FLOTATION DURING A FLOODING EVENT. TEMPORARY STREAM CROSSING - TIMBER MAT NOT TO SCALE 3. RIPRAP SHALL BE WASHED AND HAVE A MIN. DIAMETER OF 6- INCHES. 4. SANDBAGS SHOULD CONSIST OF MATERIALS RESISTANT TO UV RADIATION, TEARING AND PUNCTURE. 5. SHEETING SHALL BE POLYETHYLENE OR OTHER IMPERVIOUS MATERIAL RESISTANT TO PUNCTURE AND TEARING, POSITION DSO THAT UPSTREAM PORTION COVERS DOWNSTREAM PORTION WITH AT LEAST AN 18 -INCH OVERLAP. 6. SEDIMENT LADEN WATER SHALL BE PUMPED THROUGH A SEDIMENT FILTER BAG PRIOR TO DISCHARGE. SANDBAG/STONE DIVERSION NOT TO SCALE . �__-_ _ . k r �,��a �,t 6a•Q �„S� ®4 P t m 2 GHD Consulting Services Inc °4 ,1N °�� • 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA �P T 1919 890 -0600 P 1919 890 -0601 • s �� E rdumaii @ghd.com W www.ghd.com NC Registration No. F- 0802 3. RIPRAP SHALL BE WASHED AND HAVE A MIN. DIAMETER OF 6- INCHES. 4. SANDBAGS SHOULD CONSIST OF MATERIALS RESISTANT TO UV RADIATION, TEARING AND PUNCTURE. 5. SHEETING SHALL BE POLYETHYLENE OR OTHER IMPERVIOUS MATERIAL RESISTANT TO PUNCTURE AND TEARING, POSITION DSO THAT UPSTREAM PORTION COVERS DOWNSTREAM PORTION WITH AT LEAST AN 18 -INCH OVERLAP. 6. SEDIMENT LADEN WATER SHALL BE PUMPED THROUGH A SEDIMENT FILTER BAG PRIOR TO DISCHARGE. SANDBAG/STONE DIVERSION NOT TO SCALE . �__-_ _ . k t Nk ro r1- > Z M Mz M ro NoW CD < cf) z > 0 > > z M z z M C: M aM co M M z 0 C) 0 10 M z M > M Z CD f_q z z --I CD > M ;M M M CD cc Wilm 0 Aim W�f IIIIMI I- REFER. TO STO. 1101.11 SHEET 4 FOR SIGN SPACING. 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OFF TRAFFIC. 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FL01W, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. 4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. 5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAGGER (REFER TO STD. 11101.1i SHEET 2). 6- DO NOT STOP TRAFFIC IN ANY ONE DIREClIGN FOR MORE THAN 5 MINUTES AT A TIME. 7- DRUMS OR SKINNY-DIRUMS MAY BE USED IN LIEU OF WNES• REFER TO ROADWAY STANDARD DRAWING 1180.01 FOR SKINNY-DRUM REQUXSEMENTS, 8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE GLOSURE. SUPPLEMENT FLAWUERS LOCATED AT INTERSECT iONS 1,61 ;1 �fLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMA�7'FLY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED INTERSECTIONS PLAd SIGNALS IN THE FLASH MOVE AND RECOMMEND THE USE OF LAW ENFORCEMENT. 9- REFER TO 2009 0:7= D, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. 10- DO NOT EXCEED A I ' MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR AS DIRECTED BY "HE ENGINEER. No I Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Plot Date: 20 November 2014 - 9:23 AM Plotted by: Lisa Mitchell DISTANCE TO 4TH '310N REPEAT MR ANY COMEWIVE f!C%S 4 48' 0 ® 0 twr wqwr� K %.. GENERAL NOTES Z x 0 FIN LANE UJ z W CL TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND USE STOP-SLOW PADDLES AS THE PRIMARY DEVICE. Z _J IE SAME AS ABOVE STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM S-IcHT DISTANCE .A 0 UJ VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO p LU Z FEET ABOVE GROUND CO C.0 LL CM . A A CEP41M LANE closm z =) CO W Z BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE _J A� MD -5 48" X 48" ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS. FOR WET AND LEVEL PAVEMENTS. < cc Ynyy U_ LL IN ACCORDANCE UJ 40 M rn J USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS 1NOLUDES PROVIDING SHEET I OF 1 < CJ am cc STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE LU BUFFER TAf-EA Z < - < 4 GENERAL NINES FOR PILOT CAS OPERATIONS 0 z J < 0 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. < INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (ED? TO EDP CONES MAY NOT BE REQUIRED >- ALONG WORK AREA, AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG - -- --- --- THE WORK AREA IF USING A PILOT CAR. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. iJa C' 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A, CONSPICUOUS POSITION ON THE REAR 05 _J C6 THE PILOT VEHICLE. (D rE - 5- DO NOT INSTALL MORE THAN ONE (1� MILE OF LANECLOSURE, MEASURED FROM THE BEGINNING Z W 15 UJ OF THE MERGE TAPER TO THE END 0 THE LANE CLOSURE. 6- ADVISE RESIDENTS AND BUSINESSES WITHIN TH�i LANE CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND INGRESS FROM DRIVEWAYS DUPING FLAGGING AND PILOT CAR OPERATIONS. DISTANCE TO 3RD S10' DISTANCE TO 2ND SIGN sew I- REFER To 2009 MUTOD. 2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD DRAWINGS %12`HERE SIGN SPACING DISTANCES A, B1 C, ARE SPECIFIED. 3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC. LAM LAM SRH 1 11114 Job Project Drawn ' M Date anager Director Csd File No: G:\86XI6407\CADD1Drawings\Civil\86-16407-COD6.dwg CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED M-317ARNCE TO IST SIGN ENGINEERING DATE-- STORM WATER DATE TRANSPORTATION DATE DATE DATE REFERENCE POINT M_ IfIF4171 3HEET 4 OF 4 1101 . 11 ryr z off 5X14 ILL 72 LU < W = GENERAL NOTES Z x UJ WOO UJ z USE 14AND SIGNALING DEVICES SUCH AS STOP-SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. CL TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND USE STOP-SLOW PADDLES AS THE PRIMARY DEVICE. Z _J STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM S-IcHT DISTANCE .A 2- UJ VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO < 0 z Z FEET ABOVE GROUND CO C.0 ca Ul < J 0 LU 2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE + .Top � LEMNO:WHITE REFLECTORIZED OM BB MITE BEFLECTORIZED DAMMROUND-RED RJEFLECTORIZED REA 0/111 R SLOW: LEGEND-BLACK REFLEtTfAIV-0 BORDER AREA-BLACK REFLMTORIZED BACKGROUND -OR WE REFLECTVRiZED NOTE. FOR OPERATIONS THAT ARE RESTRICTED FROM DUSK TO DAWN ONLY, USE REFLECTORIZED LEGENDS, BORMRSAND BACROROUNM. III I F FLAGGER AND PADDLE PLACEMENT Of*, pyr I GENERAL NOTES x UJ WOO UJ 1- USE 14AND SIGNALING DEVICES SUCH AS STOP-SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. 1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND USE STOP-SLOW PADDLES AS THE PRIMARY DEVICE. Z _J STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM S-IcHT DISTANCE 0 2- UJ VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO z 0 PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS. V) SIGN BE ELEVATED 7' 0 FROM 171CM TO 80rom 0 LU 2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE _J U- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS. FOR WET AND LEVEL PAVEMENTS. -- -- -- -- - - -- - i ------------------------ L OULDER cc Ynyy U_ LL IN ACCORDANCE UJ 40 M rn 3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS 1NOLUDES PROVIDING SHEET I OF 1 6- SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2-LANE., 2-WAY ROADWAYS am cc STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT SFOPPIN't, SIGHT DISTANCE IS PROVIDED. 4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING PASSING/NO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS. - -- --- --- + .Top � LEMNO:WHITE REFLECTORIZED OM BB MITE BEFLECTORIZED DAMMROUND-RED RJEFLECTORIZED REA 0/111 R SLOW: LEGEND-BLACK REFLEtTfAIV-0 BORDER AREA-BLACK REFLMTORIZED BACKGROUND -OR WE REFLECTVRiZED NOTE. FOR OPERATIONS THAT ARE RESTRICTED FROM DUSK TO DAWN ONLY, USE REFLECTORIZED LEGENDS, BORMRSAND BACROROUNM. III I F FLAGGER AND PADDLE PLACEMENT Of*, pyr I GHD Consulting Services Inc 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA T 1919 890-0600 F 1919 890-0601 E rdumail@ghd.com W www.ghd.com NC Registration No. F-0802 Drawn JRG Drafting SRH Check Approved (Project Director) Date OCTOBER 2014 This Drawing shall not be used Original Size Aft AM& A% Apr& Aft Aft Scale AS SHOWN for Construction unless Signed 0 154U 1 =to Wiffift A and Sealed For Construction Arch D Drawing No: ts = I W Ram- A GENERAL NOTES x WOO UJ 1- USE 14AND SIGNALING DEVICES SUCH AS STOP-SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. U_ USE STOP-SLOW PADDLES AS THE PRIMARY DEVICE. CC 0 _J > 0 2- UJ MATERIAL. z PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND UJ SIGN BE ELEVATED 7' 0 FROM 171CM TO 80rom 1101.11 0 ,F OF SIGN 4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS. PAVE -- -- -- -- - - -- - i ------------------------ L OULDER cc Ynyy U_ TRAVEL LAME" IN ACCORDANCE 40 POINT Us SHEET I OF 1 6- UJ am cc GHD Consulting Services Inc 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA T 1919 890-0600 F 1919 890-0601 E rdumail@ghd.com W www.ghd.com NC Registration No. F-0802 Drawn JRG Drafting SRH Check Approved (Project Director) Date OCTOBER 2014 This Drawing shall not be used Original Size Aft AM& A% Apr& Aft Aft Scale AS SHOWN for Construction unless Signed 0 154U 1 =to Wiffift A and Sealed For Construction Arch D Drawing No: ts = I W Ram- A GENERAL NOTES x 1- USE 14AND SIGNALING DEVICES SUCH AS STOP-SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. USE STOP-SLOW PADDLES AS THE PRIMARY DEVICE. _J 0 2- FABRICATE STOP-SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL. z PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND UJ LEVEL. 3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION (REFER TO $TO. 1101.11 SHEET 2)< 4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS. 5- FOLLON FLAGGER QUALIFICATIONS AND METHODS OF HAND-SIGNALING PROCEDURES IN ACCORDANCE WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SHEET I OF 1 6- ALL FLAGGERS MUST BE CERTIFIED BY AN NGDOT APPROVED SOURCE. 1150.011 GHD Consulting Services Inc 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA T 1919 890-0600 F 1919 890-0601 E rdumail@ghd.com W www.ghd.com NC Registration No. F-0802 Drawn JRG Drafting SRH Check Approved (Project Director) Date OCTOBER 2014 This Drawing shall not be used Original Size Aft AM& A% Apr& Aft Aft Scale AS SHOWN for Construction unless Signed 0 154U 1 =to Wiffift A and Sealed For Construction Arch D Drawing No: ts = I W Ram- A - ve _ t. a :s. , � x ?s.. ♦ F , e... e l'". ivzSCt`z i v b '. .�.clv�4+sz611�. $c>:. ,...._Y..' „ � � "4' �^ .. »..ys�,.�.w..u3 .,.a+Jxr_,�s...<,v:aca.wds r.� Le . _. gym. _ .. R eryq. 4 ..e].z.5.,::., t . r.,. 3 fi' ... ,.e.. � . .,,�.,.."u.X.a. =.r: � a�2....ti,,,„y�... _�x.� :;. ,� ».., sun...........,w,..�.S,S, K Kt:GULATORY REVIEW �. - °�. �; � r , .:- �.��,� ��: _ ........_, Cheat „6 a as��zasae�s CITY OF DURHAM ® Drawn JRG Designer LAM I , NORTH CAROLINA A Project EAST DURHAM OUTFALL LL PUBLIC WORKS DEPARTMENT REPAIRS Drafting SRH SRH Design TRAFFIC APPROVED a � Check Check Title CONTROL 1. Ming Approved ENGINEERING DATE 7 3 s GHD Consulting Services Inc STORM WATER DATE °° L _ s (Project Director) TRANSPORTATION DATE- rrie °° 3128 Hi hwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA 9 g Date OCTOBER 2014 A FOR REGULATORY REVIEW LAM LAM SRH 11114 DATE ' aw T 1 919 890 -0600 F 1919 890 -0601 .� �. ��,.� �.#��„ �� Original Size E rdumail @ghd.com W www.ghd.com This Drawing shat! not Signed used DATE � � s�na �ga�'� for Construction unless No Revision No #e: "indicates signatures on original issue of drawing or last revision of drawing Drawn doh Project Date NC Registration No. F -0802 Scale AS SHOWN i Arch raging No: dpi Manager Director r and Sealed For Construction f�: 9RAA7 nnn7 At- 4iot uate: zu Novemver 6U-l4 - y:L3 NM 1 ivuGll uy. LiScl MILUIM11