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20090015 Ver 3_401 Application_20170617
Dewberry v3 TRANSMITTAL DATE: 6/12/2017 PROJECT #: 50079797 PROJECT NAME: Simmons Branch Drainage Improvements Project — Phase 2 REFERENCE: 401 & Buffer Permitting PCN Submittal TO: Karen Higgins NC DWQ-401 & Buffer Permitting Unit 512 North Salisbury Street, 9th floor Raleigh, NC 27604 PHONE: CC: David Kiker, File ❑ As per your request ❑ Prints ® Your approval ❑ Under separate cover ® Copies ® Your review and comment ❑ By mail ❑ Reports ❑ Your file/use ® By messenger ❑ Studies ❑ Revision and submission ❑ By pick up ❑ Reproducible ❑ Distribution ❑ By overnight carrier ❑ Product literature ❑ Email ❑ Shop Drawings As requested by: As approved by: As submitted f Copies: Date: •- 4 6/12/17 457R Buffer Permitting PCN Submittal Checklist 4 6/12/17 PCN Form 4 USGS map and Soils Map 4 6/12/17 Exhibits — stream impacts, buffer limits, buffer impacts 4 6/12/17 Vicinity map and overall site plan (alternates 1 -3) 4 1/16/09 & Previous DWQ Approval 7/01/16 4 8/13/09 & Previous USACE Approval 7/12/16 4 6/30/06 Swift-Pineview Delineation 1 6/12/17 100958 Application Fee, Check # 100958 (Amount: $240.00) Rix ON" This is a resubmittal of a permit package from 2009 and 2016. The project has modifications based on having three (3) alternate designs as noted in the PCN and additional information sheet included. Please feel free to contact me with any questions or concerns about the permit application and package. Pamela Kistner, PE 3 @ W M kistner dewberr vLL5SD 919.424.3726 JUN 1 2 2017 If enclosures are not as noted, please notify us at once ads; Dewberry 404 Permitting, 401 Water Quality Certification & Buffer Authorization (PCN) Submittal City of Raleigh — Simmons Branch Drainage Improvements Project — Phase 2 SM 2015-0028 Pineview Drive SM 2015-0027 Swift Drive Dewberry Project Number: 50079797 June 2017 TABLE OF CONTENTS Section A 401 & Buffer Permitting PCN Submittal Checklist Section B Pre -Construction Notification (PCN) Form Section C USGS and Soils Maps Section D Exhibits Section E Existing Conditions Plan, Overall Site Plan & Vicinity Map T6 — Overall Existing Conditions T7 —Overall Design (Alt 1) T7.2 — Overall Design (Alt 2) T7.3 — Overall Design (Alt 3) Section F Previous Approval Letters (404 & 401/Buffer) Section G Swift-Pineview Delineation by Environmental Services, Inc SECTION A - 401 & BUFFER PERMITTING PCN SUBMITTAL CHECKLIST Version 1.4 June 9, 2017 401 & Buffer Permitting PCN Submittal Checklist ® The application fee (Checks may be made out to "N.C. Division of Water Resources" - $240.00 for 401 Water Quality Certification with minor impacts - $570.00 for 401 Water Quality Certification with major impacts - Express Review Fee (Amount requested on Acceptance Letter) ® Four (4) complete and collated copies of the PCN Application and supporting documentation (instead of providing 4 copies of the full size plans you may provide two ,y copies of full size plans along with two copies of 11 X 17 plans) c Stormwater Management Plan (if applicable — see PCN Form Help File Section E) r _I 1) Please provide three (3) copies of the stormwater management plans along with all supporting information pertaining to this project including the following: a. Entire site development/layout plans delineating all drainage areas; b. Design calculation sheets for all proposed BMP(s) sized for both on-site and off-site drainage; c. BMP supplements for each proposed BMP and Required Items Check List (http://Portal.ncdenr.org/web/Ir/bmD-manual) along with all required items; d. A Notarized Operation & Maintenance Agreement for each stormwater management facility; e. Detailed construction drawing sheets shall include (i) Erosion and sediment control plans; (ii) Installation and planting schedules for the proposed BMPs; (iii) Appropriately scaled plan views and cross sectional details of all BMPs and associated components — inlet and outlet structures, forebay, respective zones and pertinent elevations. If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along with site plans and PCN form: 1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to http://r)ortal.ncdenr.org/web/ir/bmp-manual). ® DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands or streams (if applicable). The following is the most critical of all the information that you must provide. The quality and detail of the information will often determine the expeditiousness of the review. The following is a checklist of the types of pertinent information required at a minimum: Maps and Plans: ® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or delineate the site boundaries on the topographic map. ® The most recent version of the bound and published County NRCS Soil Survey Map - (required for projects within the Neuse River Basin,.Tar-Pamlico River Basin, Randleman Lake Watershed and the Catawba River Basin, also recommended for all projects) - Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures any of the features, it is recommended that a clean copy be provided. Copies of the Version 1.4 June 9, 2017 current soil survey and/or soil survey map sheets can be obtained from the local NRCS County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable. ® Vicinity map - Please clearly mark the location and approximate boundaries of the property and project on the map. Please indicate north arrow and scale. Please include applicable road names or State Road numbers. ® The Site Plan - The most critical map to be provided is the site plan. You must provide full sized plans. The following is the minimum list of plans that are typically needed. ® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include: • All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Topographic contours with elevations • Any existing structures and impervious areas • Existing utility lines and easements • Existing roads, culverts, and other pertinent features • North arrow and the scale (1":50' scale is recommended). ® Proposed conditions - This sheet (or sheets) must include: • All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Lot layout (if a subdivision or commercial development is proposed) - lots must be developable without further impacts to iurisdictional and non -jurisdictional wetlands,, streams, water features, and State regulated buffers. Building envelopes must be provided when streams, wetlands, riparian buffers, or water features exist on a lot • All built -out structures and impervious cover • Final grading contours with elevations • All utilities and easements (including septic fields on all lots within 100 feet of stream, wetland, or water features - if applicable) • Impacted areas — these should correspond with the Impact numbers listed on your PCN form. ® Drainage Plans - Final drainage plans must include the following: • Locations and pertinent elevations and sizes of the stormwater collection system and drainage ways • All inlets and outlets must also be shown with pertinent elevations (All outlets to wetlands must be at a non-erosive velocity generally less than 2 ft/sec during the peak flow from the 10 -yr storm) • Scaled stormwater BMPs must also be indicated as required by DWR rules and policies • In certain cases (see Section E of PCN form), final stormwater management plans must also be provided (see Stormwater Management Plan Checklist) ® Proposed Impacts - All impacts to jurisdictional and. non -jurisdictional wetland, stream, water features, and State regulated buffers must be shown and labeled on the site plans at a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water features, and State regulated buffers must be indicated. Please provide cross sectional details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48 inches, and 1 -foot for culverts > 48 inches). Version 1.4 June 9, 2017 Wetland Impacts: N/A Precise grading and final elevation contours must be provided. Existing vegetation and any clearing must be specified. All subsurface utility lines must indicate the location of anti -seep collars. Construction detail for anti -seep collars must be provided. Roadway or other crossings of riparian wetlands may require floodway culverts to maintain existing hydrological conditions. Plans should show that the hydrology of remaining wetlands on the site will be maintained. Stream Impacts: ® Stream impacts must be clearly shown on the plans. The centerline as well as the banks of the stream must be surveyed or located by GPS for the portion of the stream to be impacted. ® The inlet and the outlet of all culverts should be aligned with the stream as much as possible. Inlet and outlet elevations and streambed elevations should be indicated. Any inlet or outlet protection must be shown and enumerated on the impact map(s). For 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 - 1999. Multiple culverts or sectioned box culverts typically require the use of sills, off- setting or other means to match the cross section of the existing stream (in order to maintain stream stability and provide aquatic life passage). A vertical cross section of the culverts should be shown overlain with the up and downstream stream cross section including the stream flood -prone area. Impacts associated with dam construction must indicate and enumerate all fill associated with the dam footprint, spillway and any bank stream bank stabilization. The length of stream impounded must also be indicated and enumerated. SECTION B - PRE -CONSTRUCTION NOTIFICATION (PCN) FORM O�c� \NA\NAT f;' G 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 1a. Type(s) of approval sought from the Corps: ❑x Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3&13 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): R1 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 ❑x 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. ❑ Yesx❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑x No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes x❑ No 2. Project Information 2a. Name of project: Simmons Branch Drainage Improvement Project - Phase 2 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: Pineview Hills 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: City of Raleigh 3b. Deed Book and Page No. N/A - Municipal project 3c. Responsible Party (for LLC if applicable): 3d. Street address: P.O. Box 590 3e. City, state, zip: Raleigh NC 27602-0590 3f. Telephone no.: 919-996-3030 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑x Agent ❑ Other, specify: 4b. Name: Blair Hinkle, PE 4c. Business name (if applicable): City of Raleigh Engineering Services Department - Stormwater Management 4d. Street address: 127 West Hargett Street, 8th Floor 4e. City, state, zip: Raleigh NC 27601 4f. Telephone no.: 919-996-3940 4g. Fax no.: 4h. Email address: Blair. HinkleC raleighnc.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Rajaraman Jayakrishnan, PE 5b. Business name (if applicable): Dewberry Engineers Inc 5c. Street address: 2610 Wycliff Road, Suite 410 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 919-424-3729 5f. Fax no.. 919-881-9923 5g. Email address: rjayakrishnanC&Dewberry.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Simmons Branch Drainage Improvements - Phase 2 1 b. Site coordinates (in decimal degrees): ILatitude: 35.7710 Longitude: 78.7080 1 c. Property size: 4.10 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Simmons Branch 2b, Water Quality Classification of nearest receiving water: C;NSW 2c. River basin: Neuse River 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: Stream banks are eroding and existing Swift Drive culvert is failing. Existing Pineview Drive culvert is undersized and driveway bridge is causing a constriction in flow through the existing fully developed neighborhood. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1434 3d. Explain the purpose of the proposed project: Culvert maintenance and bank stabilization. Three (3) alternatives for maintenance of existing culvert and approximately 634 LF of stream stabilizatior 3e. Describe the overall project in detail, including the type of equipment to be used: See attachment for description. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? El Preliminary Q Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Lauren Cobb, Eric Kutz & Thomas Brown Agency/Consultant Company: Environmental Services Inc. Other: LISACE, NC DEQ & Dewberry 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. The field meeting occurred on October 13, 2006 and the determination was sent on October 17, 2006. The documentation is included in submittal. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑x Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. Corps Action ID No. 200900064, dated 08/13/09 and 07/12/16 and DWQ Project No. 09-0015, dated 01/16/09 and No. 09-0115 v2, dated 07/01/16 6. Future Project Plans 6a. Is this a phased project? ❑x Yes ❑ No 6b. If yes, explain. Phase 3 is the improvements to White Oak Lake for flood control. Page 3 of 10 PCN Form — Version 1.4 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 0 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. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporary T 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: N/A 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 P Culvert Simmons Branch PER Corps/DWQ 17 18 S2 T Culvert Simmons Branch PER Corps/DWQ 17 770 S3 T Driveway Bridge Simmons Branch PER Corps/DWQ 17 20 S4 P Stabilization Simmons Branch PER Corps/DWQ 17 622 S5 P Culvert Simmons Branch PER Corps/DWQ 17 4 S6 Choose one 3h. Total stream and tributary impacts 1434 3i. Comments: The amount of permanent impacts is 22 LF of additional culvert and driveway bridge and is 622 LF of stream stabilization for a total permanent stream impact of 644 LF (for alternate 1 & 2). The amount of permanent impacts are 18 LF of additional culvert and driveway bridge and is 622 LF of stream stabilization for a total permanent stream impact of 640 LF (for alternate 3). Construction activities will overlap. See additional Information sheet. 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 indivi 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 02 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: See additional information sheet attached. 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: N/A 5h. Is a dam high hazard permit required? ❑ Yes ❑x No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation. then vou MUST fill out Section D of this form. 6a. Project is in which protected basin? Q 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 T Construction Simmons Branch No 30184 5799 B2 Yes/No B3 Yes/No B4 Yes/No B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 30184 5799 6i. Comments: Buffer impacts cannot be avoided due to the bank stabilization and protection construction. Limited natural buffer currently existing due to the location of the stream in an existing established residential neighborhood. 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. Simmons Branch is a highly urbanized stream that is constrained by residential housing on on side and a roadway on the other. The existing culverts that serves the reach of interest are significantly undersized for the flow needed to convey even a 10 year storm. This area experiences significant stormwater flows from a developed neighborhood with minimal habitat value and little to no existing natural buffer. See attached sheet for more 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. In order to minimize the environmental impacts during construction the existing culvert in Swift Drive culvert will remain in service as much as possible during each alternative. For alternate 1, the new pipe running parallel to the existing will be installed first and the existing culvert will remain in service. Once the new pipe is installed and approved, stormwater will be diverted through the new pipe ... See attached sheet for more. 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? ❑ Yesx❑ 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: N/A 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: 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. N/A Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes x No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 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? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Existing stormwater discharges are exempt under 15A NCAC 02B .0233. All of these systems were in ❑ Yes No place before July 22, 1997, so they are exempt from this requirement. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 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 culvert maintenance & stream bank stabilization project. Existing Conditions show 33.4% impervious surface. The design plans increase impervious surface by approximately 4%. This is not a new development, but a maintenance project in an established neighborhood. All stormwater discharges to Simmons Branch are considered existing since they were in place before July 22, 1997and are exempt from the diffuse flow criteria. 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 localgovernment's jurisdiction is thisproject? ❑ 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 ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑x Yes ❑ No use of public (federal/state) land? 1 b. 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)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No 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? ❑Yes ❑x No 2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s): N/A 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in El 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. N/A 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. N/A Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes Q No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes Q No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? www.saw.usace.army.mil?WETLANDS/esa 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? ocean.floridamarine.org/efh—coraliims/viewer.htm 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes 0 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? www. hpo.dc r, state. n c. us 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA - FIRM Map Number: 3720078300J, panel effective date 5/2/2006 Blair Hinkle, PE % - C7 ` J Applicant/Agent's Printed Name Applican nt's Signature Date (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 Additional Information from PCN (June 2017): B. Project Information and Prior Project History 3e. The project will consist of two culvert replacements or repairs (with 3 alternatives for replacement and/or repair of culvert under Swift Drive), a driveway bridge replacement, re-routing sanitary sewer, relocating water services and gas main. Modular reinforced segmental wall and riprap will be used as a stream stabilization technique and step pools will be utilized downstream of the upgraded culverts. Equipment will likely include trucks, trailers, backhoes, cranes, concrete trucks, dozers, pavers and pump systems. It should be noted that the Swift Drive culvert alignment will be improved regardless of option chosen and that a variance to avoid burying both culverts 1 -ft is being sought. The alternatives are as follows: Alternate 1 for Swift Drive Culvert: Rehabilitate the existing culvert under the street and add another pipe running parallel to the existing to assist in flood control and capacity. Stream tie in location will be the same and stream banks stabilization will be the same for each alternate. Alternate 2 for Swift Drive Culvert: The existing culvert will be removed and replaced in the same location, but the box culvert size will be increased in width (not height). Stream tie in location will be the same and stream banks stabilization will be the same for each alternate. Alternate 3 for Swift Drive Culvert: A new culvert will be installed next to the existing culvert running parallel and once the new culvert is installed, the existing culvert will be removed. Stream tie in location will be the same and stream banks stabilization will be the same for each alternate. C. Proposed Impacts Inventory 3i. A variance is requested and was approved in the previous two (2) application packages to avoid burying both Swift Drive and Pineview Drive culverts that are being replaced. The variance request is due to the length of the culverts, utility conflicts and relocations and the potential to encountering bedrock during construction. Additonal information about the requested variance can be provided upon request. Stream determination was determined on October 13, 2006 and issued in letter NBRRO 06-258. All previous approvals / determination have been included with this submission. 4g. An environmental investigation performed by ESI indicated that no wetlands were present and the 4 tributaries to Simmons Branch would not be subject to buffer rules while Simmons Branch would be subject to buffer rules. It was further determined that no mitigation would be required due to the current state of the stream and the proposed project being considered maintenance. This was decided at a field meeting on Friday October 13, 2006. DWQ issued a finding on October 17, 2006 that confirmed this conclusion. DWQ project number NBRRO 06-258 (County: Wake). A copy of the determination from DWQ has been included with this submission. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. The residential neighborhood in which the stream is located floods on a regular basis. The Swift Drive culvert is currently failing. The stream banks are currently unstable and eroding at several locations and contributing to sediment load downstream. Utility conflicts exist within the open channel and existing culverts. Through an evaluation of alternative design scenarios it became apparent to the City of Raleigh that they would need to replace and upgrade the existing culverts and the downstream driveway bridge in order to maintain the conveyance of this stormwater system. During the design for replacement of structures it was determined that in order to stabilize the banks with residential houses so close on one side and a roadway close on the other side that reinforced modular walls would be needed. Several existing utility conflicts were also noted and the proposed design minimizes proposed utility conflicts with the stormwater system. The proposed drainage system repair/replacement and improvement will mimic the existing drainage system in terms of location of open channel, bridges and culverts. Drainage calculations show velocities approaching 10 to 12 feet per second in the open channel for the 2- and 10 -year flood events respectively. Shear stresses for this reach exceed the permissible velocities for a natural open channel and therefore the project is proposing to line several open channel sections with rip -rap and construct four plunge pools. Due to property owner and roadway ROW constraints, redesigning the channel to include floodplain benches was not a viable alternative to reduce channel velocities and shear stresses. 1 b. ...while the existing pipe is repaired. For alternate 2, a pump around will be needed during the demolition of the existing culvert and construction of the new culvert. For alternate 3, the existing culvert will remain in service during the construction of the new culvert. One the new culvert is installed and approved, stormwater will go through this culvert while demolition of the existing culvert takes place. Small areas of pump around may be necessary where there are utility conflicts or limited construction areas. A pump around will be used during the Pineview Drive culvert replacement and the downstream driveway bridge replacement. The pump around technique will insure that all construction is performed in the dry and that no construction materials are introduced the flowing body of water. Due to the current flooding issues of the neighborhood, risk to public safety, and the close proximity to the roadway, the impacts of the project are considered justifiable by the City of Raleigh and are thought to be a necessary maintenance project for their stormwater conveyance system. Depending on the alternate (1 or 3) built, the contractor will be able to work in the dry for approximately 66% of the 15 month construction time period. This will allow the base and storm flows to pass through the existing 8'x5' RCBC and avoid major damage to the construction work zone (delays to the project) and unnecessary channel bank erosion. In addition, the proposed plans call out a pump around for those sections of the drainage system that cannot be constructed in the dry. SECTION C - USGS AND SOILS MAPS 1� 5WT I Stat _ I ort`. c ?� + Westntv�e _ �� "l I¢ Qa ! a i 772 ow',. $ch ■ u , ,�� rSubs R 51 .i f i t �I�sa G_ O sa"� + 1.x:1 er .� ♦ w•� - pI iwisr l -• I �" ate: BM I if Pq,ell Dr: — Y •�%' i\ Parks. .II =fi— entwoodt/ Combs =II., Park Sam �� ;c� F l I — Kaplan Limits of Swift • ` a ° - Drive Project —�/ ` wry. .-1 +V •T-- .A ` � — •• A. 8M 398 Limits of Pineview - �l Drive Project jy 4 CR I .. t J O h 'n 0; o � /�; p . L-, � P_ NORTH C .ass to=�a ,\ \ •��r�_ r j � l� VIII p�k / � � ! !'if -- ___ �� -- Project Limits ^0� 2000 Feet finch equals 2,000 feet Source USGS Digital Raster Graphics, 1 .F - Raleigh West Quadrangle, 1999 Disclaimer Inforrnatlon represented on this map was derived from secondary date sources and is to be used for • , .� f �� I poneral planning purposes only. N—manses or- A `, -• nepresentw—s of accuracy are expressed or imphed. - G 76 � � N'' ' fl —_ �_+_ 11 • g<p 1 f II • .�2L C:1ES112006100N-ation dwp, 629!,200(31:36.06 PM GeC2 CeB2., Ce62 Ce8 CeG2 �. eC2 % % ; , '' Csw� e,c Gig82 ` .r• r r L ,p y � i Ce62 CgB �� .•`0� �H fiN'. . t vytic ,g -'t,� rr CeD �1 OQ. \1"�\\ �. / �%// r•, ,, �� •� M1�' a ���?� �rr":�' � ��� .4�er+2 I �� t° �Tr � � �� s� t . �r %�: \ ??.. - - Ce62 ✓ sSq �. tjJ� ..q r't /� 4F4 / // f4�t � ..C$CZ '�t `� F"� ] � y+' 3; �4� � # • � •��•�`t r_ n K` r} �y� i e :. ri rlla 3 r I ,I t t \..•t /J gzg Limits of Swift ;`t C B Drive Project erv� Limits of Pineview '�'4y�_� •+ �� { ^^WWY y;, �. a' Drive Project��. �w e .•'� r�,y >� � moi. x %� 4•rr ; ' V,�� A c+t ;ny , G�r-�. /�'•>' # t.� `�'?!' •r Y � t''r CeB2� ' 1. Nom. '' } s r:. 4"a.,: its r' /nrp 1. ria b C2 r -- Project Limits D NRCS Soil Boundary Soil Mapping Units Hydric Soils s' Cm Chewacla soils Non -hydric Soils CeD Cecil sandy loam, 10-15% slopes CeF Cecil sandy loam, 15-45% slopes *-£ 6;+ 0 500 loop "'.yy•• t Feet Source: NRCS Sal Survey of ` Wake county, 1970. Llrsclaimer Inlormatpn represented on This map was y li--d from secondary data sources —d Is to be used for .. general plannipurposes only. No warranties or f representations of accuracy are -p--1 l ,' nFl ed / 7 ♦ g6 xy�+ ABS CS 'r.� `5s 114'. ♦ a+k 43� `I t •r Ct1 � r ��-i��,' �' t (;+ i; �'� _`ice • .�. t . #� �.. ♦ �,. ENVIRONMENTAL Project Soils Map Project: ER06002 SERVICES, INC. 524 S New Hope Road Swift Drive and Pineview Drive Date: Jun 2006 Raleigh.North Carolina 27810 0 9Culvert Replacements Drwn/Chkd: AJS/LC (1)1 (0,0)2,212- 780 2-,707 Fax Raleiqh, Wake County, North Carolina edsV006�D02loiln crit, 06/20/06 4'3. YM SECTION D - EXHIBITS , AW4 . ...,, -...- A ` t Pineview Drive Culvert Exhibit b it A- Proposed roposed Stream Impacts (. - r_ - •- - 't k)T 44 r s 04 I 41t r 4 ,,`, k max. ..• . _ t r h I • � � . , t,.. � � C � -..' a yd: i4"q i .w. _ ,4 a gN .. Y s` Pv * n R 0 1 Swift Drive Culvert 1 « Fw S5At •_ r w F/ 5 j n t. ♦ Y i/ ♦� i wA �4 4 ,p "�.I , ♦! s '• ♦yid ` A«'.+{� e�a. S A.00 .r a. d f I , y 1R x._. ✓'{1`f S. 4 r 9" Legend *x`11 Project_Area x $ ♦� ,. x a.„ f Prop_Engineered Walls �.,` Swift Drive Culvert 2 A • e Prop Sidewalk --- Proposed Drainage Replacement AIt1 4 Proposed _SS_Relocate ,l a ` •Aw op ., S3' - Proposed Water Utility_Relocate , , Existing _Drainage _AIt1 _ S4) ' •�• P p- p - / :. Driveway Bridge'tR Pro osed Ri -rap/ Inlet Outlet Protection ♦•,�n' Existing_ Bottom_ Bank Lines ` d ----- ExistingProperty♦`g,. �, __Lines % _ d ♦, 1 � } SEE CHART ON PAGE 4 OF PCN Pineview Drive Culvert Exhibit A - Proposed Stream Impacts AIt2 )1 Ar,+, 4 AIM r,. t 1 , gg 1 1 1 € ,� ss MEM 1 Il Il a .. .r ... , > '...e,. .. r a f ' , tea. s , 2 _ .fir„ ; Swift Drive Culvert 1 �f' �. ` ¢ y as !' / f , 4 > p" r a , f B_ "': :. " s _+ Y "�` �,.� !, Tf -:� � ♦ ,. '�a_ !' i� �'=tel r r 1 , ♦� r f ' fi , s a i Legend h z Project Area t '� ,'. ►` Engineered Walls '�. ` Prop_ � Swift Drive Culvert 2 • x r Prop Sidewalk ; Proposed_Drainage_Replacement AIt2`a r„ Proposed SS Relocate f4 a a` — , - Proposed Water Utility _Relocate fi �` x Existing_Drainage_AIt2 f v . i Proposed Rip -rap/ Inlet Outlet Protection, :_ ,' N�/41 Y g '� . Drivewa Brid a `,• a a� j .' Existing _Bottom _Bank _Lines J ., � �. t • ,. v. r ----- Existing_Property_Lines _` ! gg e Via" .. ,� ,, <. «-♦ -1 b z , SEE CHART ON PAGE 4 OF PCN -- .,t Pineview Drive Culvert Exhibit A -(Alt3)�s Proposed Stream Impacts , e, S2 lip M 4.4", �.A ,"G+AIt 3 5�4 r+wi ,. m W 49 µ ,., " . ` . Swift DriveCulvert27 1 ; • ,'•� ,�..; i ,e� �, a j4t AN" ji AwlF , , K: -, spy, ., , ,.`�k-> `. i. ♦ , ,y '•».A... ♦ , rt''' _. : Mme: _ _ gs ''�' �5. c s r AL " v Legend f , 41 Project Area Pro Engineered_Walls g/ o!�',. / / H p_Swift Drive . e Culvert 2 � ` ' Yv 4 d Prop_Sidewalk ' / / •_ ---- Proposed_Drainage_Replacement_Alt3 Aa# . a ♦ % S4 " Proposed _SS_ l Relocate ' - Proposed _Water Utility _RelocateAf s a, ALw4 Existing Drainage AIt3 ,a NNW # Driveway Proposed Rip-rap/ Inlet Outlet Protection '•. , � y` z y Bridge „'�;, r Existing Bottom Bank Lines to S�4 41, ----- Existing Property Lines • , t " - ...tis "♦ � - n. ♦ _ -,. , - � � ;`_ 1 SEE CHART ON PAGE 4 OF PCN v r 1 4 .� Vpt ■ Exhibit B - Project Area with ExistingBuffer Limits 41 __.. yq , 1 ' s - i is ;�' ni > 1 ate -� ■ t `•.. �' � `� �. ' ^ "� I ` • t , ` �+ is v- ::' T t, t a 1 1! `f � Y �%l If ^ w s, kyr '., ♦`, � � � �e ! r_..- ! � � .. ,. i �` # ♦�.:. ♦t� * ♦ Nr AAs � i Y t` _ 7� 4. a . i 40 46 J , f, F c3 �.e . v �C Y - � c . � � ( A � ♦ '�. Q ♦ f yah" a:; - lA, 2 , .4 f owl n a , a 's' ' Legend / Project Area �, j . f ♦� Zone2 Buffer R �:�♦ ��� !, , �►' , _ r t P s Zone1 Buffer Existing_Bottom Bank Line t X 1 40 F ` c ---- Existing_ Property_ Lines 1 inch = 100 feet ♦i_ t Impervious Area 0 50 100eet ISM { , r I r Al Exhibit C ProjectImpacts Area with Buffer M �- 'e n> I 3 M Y r- ..iy ._ `rpr L r� - ' I+:.' • ',a �p, F �*� :. :Ifi .m-T ' � • - -'!-- r - fit- - ae • !�! "-f Y� 902-sf apa 1516 sf a r , I t , I= r ♦ ` ♦ ) g It a `'' 7' I <" ,: a Y"'a 1 � �• � '#' R .. 4 ,tot 2 .. r ' _ g « t k v 9 '�r " ` _f� '' � . Po*#.. ,.?>s. , t � �! r � ,ice,. � .•�- � _� tet. � ,. / #� z t a `" // e �• .�ti ♦ Total Buffer Impacts Zone 13018-sf u Total Buffer Impacts Zone 2 = 5799-sf • Legend Jt., / �.. i I n n n / 2 / % �=4 ; ♦ Exist Bottom Bank Stream r e Impacts • Zone 1 Buffer pacts 529-sf Y/ 41 Zone 2 Buffer Impacts •-�, , E, ./ ,, : ` .,j', ;� • s' - Project Area •, '� 7 Zone1 BufferIle K ', • _ ��-f .- Zone2 Buffer 17 s y ( s 4717 y, ! -- Existing Property Lines t 1 inch = 100 feet, s. I M ♦♦ 0 50 Feet 100 3 w �. �. Impervious Area I • — r'. .. + ir x `, -• r x SECTION E - EXISTING CONDITIONS PLAN, OVERALL SITE PLAN & VICINITY MAP / JUUEN AYRDIES A%2 P ti.tAw B 99' TRUSTEE \ THE OCAMARY C.LEVWM UST REVOCABLE mUSf _ IE; MNOUrr S Ir WrlAW� IanH OENEN MOa/M e'IA.I W^^G.aU.as.EsD I'R ^` AND WIFE AND \' WIFE A" rNs IPEYR^� WR��Am"ROSflMRVERHOENEN WARREN BAIRD GERIC Y1DUIEM 06 D GEORGE AND WIFE AND WIAN WIFE JUDWINAND GRAHAM GNL B OEYRH KAY MET T. 1.11 PECCI ' e " PATRICK'N. ID'MAM I �: 'S* nw1lFOXrn RAYMOND k FIDRENCE VICKERY°� r Ina ^ Ir j\ ` *. ,s' " § w a*y- ps"x CHRISTOPHER 'SH !eW s ^"4t' b� x. - ,DR.ALLEN SWIFT i%�I... KI ENLYER ALLEN $ ue�c Y �R rey�, OEM �RMILLS :r oR.�aae. eo_ JASON DOSSMY k LISA GOULDIE - 5� \ ,se, nluv,Ev oa EL1WN R TNBWLT DEM B. NAHLER MICHAEL S. CLARK \ \ AN WIFE KENNETi 0. MEDLIN AND AND ' MELISSA R THIBAULT ANO WIFE SUSHI E KANLER COURTNEY D. CLARK \ CRAIG A. &=0LOMEW 9 G� BREM DIYAYNE ELLER JONA P. MEDUN aIa r AN WIFE \ AND WIFE ROBERT J HARVEY MELISSA o.gBM010lDMEW n�, s.n on. E11LtB 70N EVER STMLEY BOGMEY n,s mn on. s'.. ^r o, r Im ro s T KIMBERLY CURRY EVANS �. e� aarNaY reF-4 1 .a eKvn� DANIEL CMR,. TRUSTEE /J14 ROBERT J. SOTAN " \ FERNAIDO H MACALIANES n, AND AND WIFE JOHN THOMAS PENN ANNE LDPEZ CABRAL, TRUSTEE HEE SOOK SONG \ sry �n ox AND WIFE PATTIE W. PENN '• ^ tmrw / .rillfaii�� ,so. nxlVnv on A nos rn oa. I / a "I I I FOR REVIEW ONLY W NOT USE FUR COXSIRUCTXIN 60 0 30 60 120 1 INCH = 60 FEET CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Al Com4uclion melt M I, amort — .i1N o11 L -d. Stut.. and F. ml RWq and R",I,ti... TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER FIRE URBAN FORESTRY N w U �da w W z o cr w w CD Q< Z z w Q y od Q � O U N W W C/) CD Q< Q y za_.\ O O U —D z O j m��W � > J un z z Z Lj O Wo 0 o O N DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "=60' PROJECT 50079707 T6 / JULIEN AYROL6 PT #m SARAH KOCHER NAL SEE N r�spss.rs e�aeR,re..� E 20B871A 1L / \ELE1d0lOM-J' 90' ARNOLDUS A VERHOENEN AN E117ABETH GYRO ROSEMARIE VERHOENEN \ �o� RAYMOND RENCE FLONCKERf i fam A, y er DMA q�MjLLS _ im—_ CRAIG A. BARE OLOMEW AND WIFE MEUSSA P. BARTHOLOMEW - svv omn+nr ve �Y ROBERT J. SOTAK ANO WIFE H% SOOK SONG MARY C. 7E=6, \ \ TRUSTEE OF THE MARY C. LEVINGS REVOUIBI_L TRUST \ \ MI)IRA BYRON BARD AND WIFE WARREN BARO GINA BROWNp GUEDIRA \ GE: K. GRAHMI RICHARD S. WART EDWARD JAM6 DUNPHY QQ DANIEL M. POSEY yrw wine \ AND WIFE GEORGE V. PECCI AND WIFE 7 AND WIFE AND WIFE �sf \ JUDfTH 1G1Y DUNPHY AND WIFE RAI NA S. GRAHAM KAREN ROYCE WAR GAIL B. POSEY ®ear JANET T. PECCI .... 'a PATRICd FT"N a v- cHRISfOPHER $HELOW ow _� GAIsRIE� � ELOW J re ;ri •' .. �. -. �.— _ •. / / KIMBERLY ALLEN GHREOPPA �HEA��LLEN LOD e o Ir a ea.a, earsu DEVIN B. KAHLER MK:HAEL S. CLARK KENNETH 0. MEDLIN AND ANO AND WIFE SUSAN E. KAHLER COURTNEY D. CLARK BRENT DWAYNE ELLER JONA P. MEDUN^ AND MEE , stet .�, ue ROBERT J. HARVEY \ UlZABEIH SHELTON ELLER KIMBERLY CURRY–FANS IN » n"' v^ a aw s1}1 stn '^. STANLEY BOGANEY s. s s.in on scoe s« iv � a FERNANDO ; MA"ES DANIEL CABRAL, TRUSTEE AND JOHN THOM%5 PENN MINE LOPEZ CABRAL, TRUSTEE .1 �ims AND WIFE ne PATTIE W. PENN rs nos nn v^ / 60 0 30 60 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION UO-MUBE PTR CAR3IRUCWON I Al C-e—i- mast a in . ,donee .itn .II L000l, St.t., and Federal R,Im and Reegvl.tion. G �`ffl\ •HeS$ /yam y SEAL r• = • TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER 062236 Z- ` PLANNING FIRE Loo — URBAN FORESTRY z JASON DOSSARY k LISA GOULDIE a w ELWIN R TMIBAULT z w \ RC1 vn AND WIFE MELISSA R. THIBAULT Q � nv� sen vw. O �1Yj cJ 1 NQS \ I I o o I I I cHRISfOPHER $HELOW ow _� GAIsRIE� � ELOW J re ;ri •' .. �. -. �.— _ •. / / KIMBERLY ALLEN GHREOPPA �HEA��LLEN LOD e o Ir a ea.a, earsu DEVIN B. KAHLER MK:HAEL S. CLARK KENNETH 0. MEDLIN AND ANO AND WIFE SUSAN E. KAHLER COURTNEY D. CLARK BRENT DWAYNE ELLER JONA P. MEDUN^ AND MEE , stet .�, ue ROBERT J. HARVEY \ UlZABEIH SHELTON ELLER KIMBERLY CURRY–FANS IN » n"' v^ a aw s1}1 stn '^. STANLEY BOGANEY s. s s.in on scoe s« iv � a FERNANDO ; MA"ES DANIEL CABRAL, TRUSTEE AND JOHN THOM%5 PENN MINE LOPEZ CABRAL, TRUSTEE .1 �ims AND WIFE ne PATTIE W. PENN rs nos nn v^ / 60 0 30 60 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION UO-MUBE PTR CAR3IRUCWON I Al C-e—i- mast a in . ,donee .itn .II L000l, St.t., and Federal R,Im and Reegvl.tion. G �`ffl\ •HeS$ /yam y SEAL r• = • TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER 062236 Z- ` PLANNING FIRE l 1 1 1. P ` URBAN FORESTRY Uziz=_ 3 WI�u�'Zp�`�emW eePi vt�i�a��z 3 A �s V LJ CD Q Q CN CD I �I U N U W O z -' v' O L o m Lo ~ Li O cf) zwrL O W N �o N 11-1 DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS NO. DATE SCALE 1"=60' PROJECT 50079707 T7 W U � w w z o a w z U C7 I z w Q � Od O �1Yj cJ 1 NQS Uziz=_ 3 WI�u�'Zp�`�emW eePi vt�i�a��z 3 A �s V LJ CD Q Q CN CD I �I U N U W O z -' v' O L o m Lo ~ Li O cf) zwrL O W N �o N 11-1 DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS NO. DATE SCALE 1"=60' PROJECT 50079707 T7 /* MNOLDUS A. VERHOENEN ELIABETH Y n AND WIFE ROSEIrIEE 1ZHOENEN i>a node 0. q�l� � Qrj wt'pl,oa��. 7 RAYMOND u FLORENCE VICKERY DMM"S rz n•ewn m. \ q wwHD- LRAIG A INOLOMEIY MDD WIFE MELISSA P. BARTHOLOMEW wo =�R�n zR mtav ROBERT J. SOTM AND WIFE HEE = SONG 'q. MARY C. IEVINGS• \ \ ROl TRUSTEE OF THE MARY C. LEVINGS REVOCABLE TRUST \ MI)IRA \+}{\ BYRON SAIRD AND WIFE DANIEL N. POSEY WARREN EW RD GINA BROWN-CUEOIRA EDWARD JLES DUNPHY GERALD K. CRAMAN RICHMD S. WARR GEORGE V. PECCI AND WIFE c AND WIFE AND �� nes JUDTM KAVYIDUNPHY AND MEE RMONA 5. GRAHAM KAREN ROYCE WMR GAIL B. POSEY >>.�o nrr i» .. UF•,. $.� JMET T. PECCI 7" PATRICIA 11 H1;AN \ +•os sem. no. sr.. .. s. - .. _s . sr vo, s. ow. n� 4 O01 L—� � � Q1 � B , CHRISTOPHER SME�OW GMRIELIA SH ELOW A KIMBERLY MRISTOPMER ALIEN �o ss oun, c R,w � ..:., ) ttE�o,a -�W n IDD LOD JASON DOSSARY 4: LISA GOULDIE ELWIN R THIBAULT \ AND WIFE KENNETH 0. MEOUN AND DEVON B. KVHLEA MICHAEL D CLMN MELISSA R. THIBAULT AND WIFE SUSAN E K HLER ANDCOURTNEY D. CLARK I rr vn>•n• \ v BRENT DWAYNE ELLER JO P. MEDLIN w tw Fri ,et atsz 0. MD WIFE ROBERT J. HARVEY EL17AS H SHIL ELLER KIMBERLY CURRY'EVANS z+ ,��* w as A m \ tn� sear ox. STANLEY BOGANEY nie ain oR. �a \ ml.eTR DANIEL CABN D TRUSTEEAN /fp FERNAN� We �A �N.LAl1F5 JOHN T='PENN ANNE LOPEZ CABRAL. TRUSTEE nv��Rt PATTED W. PENN . aP� A o I I 60 0 30 60 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RALEIGH - PIANS AUTHORIZED FOR CONSTRUCTION DO NOT URC SDR CAXSIRU R AI ConstNtlion matt M in cor4Rnct eitN oll Local, stale, ono Fe l RW one Regulations 9=oQb�Es$Y�y % •mss •a SELL �• =_ 'y.• 042298 •z- / JUIJ EN AYR OLES PT /100 SARAH KOCHER NAIL SET A N 746069.75 „ar Ra E A. TI ELEVATIpi�J�9G /* MNOLDUS A. VERHOENEN ELIABETH Y n AND WIFE ROSEIrIEE 1ZHOENEN i>a node 0. q�l� � Qrj wt'pl,oa��. 7 RAYMOND u FLORENCE VICKERY DMM"S rz n•ewn m. \ q wwHD- LRAIG A INOLOMEIY MDD WIFE MELISSA P. BARTHOLOMEW wo =�R�n zR mtav ROBERT J. SOTM AND WIFE HEE = SONG 'q. MARY C. IEVINGS• \ \ ROl TRUSTEE OF THE MARY C. LEVINGS REVOCABLE TRUST \ MI)IRA \+}{\ BYRON SAIRD AND WIFE DANIEL N. POSEY WARREN EW RD GINA BROWN-CUEOIRA EDWARD JLES DUNPHY GERALD K. CRAMAN RICHMD S. WARR GEORGE V. PECCI AND WIFE c AND WIFE AND �� nes JUDTM KAVYIDUNPHY AND MEE RMONA 5. GRAHAM KAREN ROYCE WMR GAIL B. POSEY >>.�o nrr i» .. UF•,. $.� JMET T. PECCI 7" PATRICIA 11 H1;AN \ +•os sem. no. sr.. .. s. - .. _s . sr vo, s. ow. n� 4 O01 L—� � � Q1 � B , CHRISTOPHER SME�OW GMRIELIA SH ELOW A KIMBERLY MRISTOPMER ALIEN �o ss oun, c R,w � ..:., ) ttE�o,a -�W n IDD LOD JASON DOSSARY 4: LISA GOULDIE ELWIN R THIBAULT \ AND WIFE KENNETH 0. MEOUN AND DEVON B. KVHLEA MICHAEL D CLMN MELISSA R. THIBAULT AND WIFE SUSAN E K HLER ANDCOURTNEY D. CLARK I rr vn>•n• \ v BRENT DWAYNE ELLER JO P. MEDLIN w tw Fri ,et atsz 0. MD WIFE ROBERT J. HARVEY EL17AS H SHIL ELLER KIMBERLY CURRY'EVANS z+ ,��* w as A m \ tn� sear ox. STANLEY BOGANEY nie ain oR. �a \ ml.eTR DANIEL CABN D TRUSTEEAN /fp FERNAN� We �A �N.LAl1F5 JOHN T='PENN ANNE LOPEZ CABRAL. TRUSTEE nv��Rt PATTED W. PENN . aP� A o I I 60 0 30 60 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RALEIGH - PIANS AUTHORIZED FOR CONSTRUCTION DO NOT URC SDR CAXSIRU R AI ConstNtlion matt M in cor4Rnct eitN oll Local, stale, ono Fe l RW one Regulations 9=oQb�Es$Y�y % •mss •a SELL �• =_ 'y.• 042298 •z- TRANSPORTATION FIELD SERVICES PUBLIC UTIUTIES STORM WATER PLANNING FIRE ''9��11411v1�P@O` URBAN FORESTRY w x z WI' w z o cc w z U U, z od Q � v O 1 y1�0 NpQ- �o �w wmw m A N Wn o W c C Q v) za_r, N O � I o ~ U N CO U -D O z� O J mm Lu 0 zLLJw � O w00 o O cn of N DATE. JUN 2017 DRAWN BY JEW CHECKED BY PLC REVISIONS N0. DATE SCALE 1 "=60' PROJECT 50079707 T7.2 / JUUEN AYROL6 PT 0100 SARAH KOCHER , N �36Db0.75 A'E 20B6Z"N.1� ° f]i1WT 3 90' \ Y \ MARY C. LEVINGS, \ an TRUSTEE OF \ \ \ THE MARY C. LIEVINGS \ \ �. REVOCABLE 1mUST \ / `'•• �A ARNOLDUS A VERHOENEN MOINMMED GUEDIRA ELIZABETH BYRD \ AND WIFE BYRON MRD AND WIFE \}}\ n DAMN POSEY ROSEMARI�VERpOENEN AND WIFE WARREN BARD GINA BROWN-GUEDIRA \ EDWARD JAMES DUNPHY GERALD K�0.CRAWA yy RICHARD S. WARR iss - of \ • + "+r,re on neo mrT on. .. syp AND WIDE GEORGE W PECCI AND WIFE 7 AND WIEE JUOTM KAY DUNPHY AND WIFE RAMON�S ^C�RAMG IfAREN ROYCESARR GAIL B. POSEY .INET T. PECCI � t° � O rrilt� ni;�:i _ PAIAICi4 �F^'MAN ^ RAYMOND m1woRZENCE YiCKERY / eP` \��� ..n ___dal -- S , STOPHER O -OW I na n CHRI ... l! 1. w e . , —� a, _ GABRIEllA SH,ELOW y G � 4 ILI 4ra.loL yyBB � �`,, «.f,.... %� � � � - $14'1 — u � � CKMpTSTOPH ALIEN _-- m.� Ino `nc` OM. RMMIILLm S 100 -_ aD �. JASON DOSSARY LISA GOULDIE ELWIN R.THIBAULT GEM B. KANLEA MICHAEL 5. CLARKAND MELISSA RWIFE THIBWLT KENNETH 0. MEOLIN AND AND If 9 p AND WIFE SUSHI E. KAHLER COURTNEY D. CLARK CRAG A BAAMOLOMEW 4 4,, � BRE? DWAYNE ELLER JONA P. MEOUN ` __�10D AN WIFE AND WIFE xrn lam nvr esr as ROBERT J. HARVEY _ MELISSA P. BARTHOLOMEW t't 31"^ °fl- FLIZABERi SHELTON ELLER KIMBERLY CURRY- VANS w� Sv vmpmoi » m^ on a ar .e m "- \ STANLEY BOGANEY " _ q. --------- C R..CTR DANIEL CAB TRUSTEE RDeETri J. soTAK \ — µ0 FETiNANUO�, W�Gi1LLAN6 AND WIFE nnm� JOHN ATHO ND PENN ANNE LOPEZ CABRN.� TRUSTEE HEE SOOK SONG \ nv mn on PAIAN W. PENN ^r / m^ on / o m 4 I 60 0 30 T 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION �DO NOT USE EOR ConyTtllCllnK�NOT un EOR coKSIRULTOR� NI Con ltim murt M In <oraanca .iN all fatal. Stat., onG F—Ml Rules and R.qul.tion. Js�1d TRANSPORTATION FIELD SERWCES `=OQb C .y� i PUBLIC UTILITIES 'a SEAL :' = STORM WATER �;.. 042236 Z. �N ff PLANNING ' '971 FIRE IIIv1�Q�`` URBAN FORESTRY w U V � d� w Ci o a w z U Tj z w Od Q � U >l J NpQ- • o W 3 A N 4i WLLJ U) p U Q< Q y C) O I � ~ N C7 U U W O z --D O M j W O u zwz O W o � O o N DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS N0. DATE SCALE 1 "= 60' PROJECT 50079707 T7.3 Kaplan Dr 0 IMP Ot gra end e�CO -a o: c 0 �o .a �O OZ.N Q cod O Liles Rd �a Project Site EakIQY Ct q�hehs0 p�ne�'e�O� r Octavia St ��e<<��a Avent Ferry Rd P�e�` 1 V d eco O 'Pa 0 187.5 375 750 1,125 1,500 Feet Scale: 1 inch = 500 feet lVicinity M a p SECTION F - PREVIOUS APPROVAL LETTERS (404 & 401 /BUFFER) 0�0F W A TF9QG Beverly Eaves Perdue, Governor 7 Dee Freeman, Secretary COW r— North Carolina Department of Environment and Natural Resources `C Coleen H. Sullins, Director Division of Water Quality January 16, 2009 E0U/ G 0,"DW- Project # 09-0015 Wake County Mr. Carl Dawson City of Raleigh — Public Works Department -- _ 222 West Hargett Street Raleigh, NC 27602-0590 Subject Property: City of Raleigh Swift Drive/Pineview Drive Culvert Project Simmons Branch [030402,27-34-2, C, NSW] Approval ol'401 Water Quality Certifieation and Authoriza&-n--Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions Dear Mr. Dawson: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 1,810 linear feet perennial stream, and 25,190 square feet of Zone 1 Neuse River basin protected riparian buffers and 4,203 square feet of Zone 2 Neuse River basin protected riparian buffers, as described in your application dated December 19, 2008, and received by the Division of Water Quality (DWQ) on January 2, 2009, to construct the proposed culvert repair and stream stabilization project at the site. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3687 (GC3687) and 3689 (GC3689). The Certification(s) allows you to use Nationwide Permit(s) NW3 and NW 13, respectively, when issued by the US Army Corps of Engineers (USAGE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non -discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: IY°pnc thCarona 401 Oversight/Express Review Permitting Unit utas ly 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Intemet httn://l12o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper City of Raleigh — Public Works Department Page 2 of 3 January 16, 2009 Type of Impact Amount Approved Units Plan Location or Reference Stream - perennial 1,810 linear feet) PCN page 9 of 13 Buffers Zone 1 25,190 (square ft. PCN page 12 of 13 Buffers Zone 2 4,203 (square ft.) PCN page 12 of 13 2. No Waste, Spoil, Solids, or Fill of Any Kind T._ No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. c. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. 4. Sediment and Erosion Control Measures Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval from the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above stfuctures. All sediment and erosion control devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources or locally delegated program has released the project; 5. Diffuse Flow An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re -concentrate before discharging into the stream as identified within 15A NCAC 2B .0233(5). 6. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities; City of Raleigh — Public Works Department Page 3 of 3 January 16, 2009 7. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask Tor a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786. Ze ly, H. Sullins CHS/gym Enclosures: GC3687 and GC3689 Certificate of Completion cc: Lauren Witherspoon, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Matt Matthews, DWQ Wetlands and Stormwater Branch Manager Cameron Long, Dewberry, 2301 Rexwoods Drive, Suite 200, Raleigh, NC 27607-3366 Filename: 090015CORaleighSwiftDrivePineviewDriveCulvenProject(Wake)401 _NBR U.S. ARMY CORPS OF ENGINEERS COPY WILMINGTON DISTRICT Action ID. 200900064 County: Wake USGS Quad: Raleigh West, NC GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent: City of Raleigh, Public Works Department Address: Attn: Carl R. Dawson, Jr PE PO Box 590 Raleigh, NC 27602 Telephone No.: 919-996-3030 Size and location of property (water body, road name/number, town, etc.): The Swift Drive and Pineview Drive Culvert Replacement site is approximately 3 7 acres of land located along Simmons Branch starting approximately 1,200 feet northeast of the intersection of I-440 and Athens Drive in Raleigh, Wake County, North Carolina. Description of projects area and activity: This authorization is for the replacement and up -grade of two existing culverts and a driveway bridge that will result in the permanent impact to 151f of stream and the permanent impact to 1,025 if of stream channel due to stabilization. This authorization additionally allows the culverts to be exempt from the condition that requires culverts greater than 48" in diameter to be buried to 1' This exemption 4100 Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)1= ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: 3 and 13 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Crystal Amschler. Corps Regulatory Official Date: 08/13/2009 Expiration Date of Verification: 8/13/2011 Page 1 of 3 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.coin/ to complete the survey online. Page 2 of 3 Determination of Jurisdiction: ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID Basis of Jurisdictional Determination: Streams were identified utilizine ordinary high water mark as identified in the field. Appeals Information (This information applies only to approved jurisdictional determinations.) Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn: Jean Manuele, Field Office Chief, Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by 10/14/2009. **It is not necessary to submit an RFA form to the Distri t Office if do not object to the determination in this correspondence.** Corps Regulatory Official: Date 08/13/2009 Expiration Date 8/13/2014 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. Copy Furnished: Dewberry Attn: Cameron Long, PE 2301 Rexwoods Drive, Suite 200 Raleigh, NC 27607 919-881-9939 Page 3 of 3 Action ID Number:200900064 County:Wake Permittee: City of Raleigh, Public Works Department Date Verification Issued: 8/13/2009 Project Manager: Crystal Amschler Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT RALEIGH REGULATORY FIELD OFFICE 3331 HERITAGE TRADE DRIVE, SUITE 105 WAKE FOREST, NC 27587 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND TROCESS AND REQUEST FOR APPEAL, Applicant: City of Raleigh, Public Works File Number: 200900064 Date: 8/13/2009 Department Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of A permission) PROFFERED PERMIT (Standard Permit or Letter ofpermission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I'- The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at hLtp://ivww.usa'ce.army.mil/inet/fiinctions/ew/ceewo/reiz or Corps regulations at 33 CFR Part 331, A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the pen -nit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section tI of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this fonn and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. I• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. I• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new Iinformation for further consideration by the Corps to reevaluate the JD. SECTION 11- REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to Ithis form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the Ireview officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINI'kOF CONTACT" FO UESTIOI�TS,.OR Ii�iFOR1tiIATIONn . fFdk' n If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: Crystal Amschler Ms. Jean Manuele Raleigh Regulatory Field Office Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Wake Forest, NC 27587 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to: District Engineer, Wilmington Regulatory Division, Attn: Jean Manuele, Project Manager, Raleigh Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587 For Permit denials and Proffered Permits send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell, Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia 30303-8801 WaterResources 1 IROMM04TAL QUALITY July 1, 2016 City of Raleigh — Public Works Dept. Attn: Blair Hinkle 127 W. Hargett St., 8th FI. Raleigh, NC 27601 PAT MCCRORY Govemor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN Director DWR #09-0015 v2 Wake County Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS Simmons Branch Drainage Project Phase 2 Dear Mr. Hinkle: You have our approval for the impacts listed below for the purpose described in your application dated June 13, 2016 and received by the Division of Water Resources (Division) on June 15, 2016. These impacts are covered by the attached Water Quality General Certification Numbers 3883 and 3885 and the conditions listed below. This certification is associated with the use of Nationwide Permit Numbers 3 and 13 once they are issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This 401 Water Quality Certification and Authorization Certificate for DWR #09-0015 v2 replace the 401 Water Quality Certification and Authorization Certificate for DWR #09-0015 dated January 16, 2009. This approval requires you to follow the conditions listed in the enclosed certification and the following additional conditions: The following impacts are hereby approved provided that all of the other specific and general conditions of the Certification and Buffer Rules are met. No other impacts are approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B .0233(8)) Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.nedenr.org/web/wq/aps 1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: (919) 7914200 Location: 3800 Barrett Drive, Raleigh, NC 27609Fax: (919) 788-7159 Simmons Branch Drainage Project Ph. 2 DWR #09-0015 Q 401 AND BUFFER APPROVAL Page 2 of 4 Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Stream 15 (linear feet) 763 (linear feet) Culvert Stream 1 (linear feet) 21 (linear feet) Driveway Bridge Stream 634 (linear feet) 0 (linear feet) Stabilization Buffers —Zone 1 0 (square feet) 30,184 (square feet) Construction Buffers — Zone 2 0 (square feet) 5,799 (square feet) Construction 2. Placement of Culverts and Other Structures in Waters Condition #8 of Water Quality Certification Number 3883 is not a requirement for this project as a result of site constraints. 3. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501 and .0502] 4. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 02H.0500. [15A NCAC 02H.0506 (b)(2) and (c)(2) and 15A NCAC 02H.0507 (c)] 5. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification and Simmons Branch Drainage Project Ph. 2 DWR #09-0015 v2 401 AND BUFFER APPROVAL Page 3 of 4 Buffer Authorization. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)] 6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at http:/Iwww.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending by First Class Mail via the US Postal Service: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 If sending via delivery service (e.g. UPS, FedEx): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DENR: Sam Hayes, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 Please send one (1) copy of the petition to DWR: If sending by First Class Mail If sending via delivery service via the US Postal Service: (e.g. UPS, FedEx): Karen Higgins NC DENR-DWR-401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Simmons Branch Drainage Project Ph. 2 DWR #09-0015 Q 401 AND BUFFER APPROVAL Page 4 of 4 Karen Higgins NC DENR-DWR — 401 & Buffer Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 This letter completes the review of the Division under section 401 of the Clean Water Act and the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri Smith at 919-791-4251 or cherri.smith@ncdenr.gov if you have any questions or concerns. Si111� D Supervisor, Water Quality Regional Operations Section Enclosure: GC 3883 & 3885 cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr., Ste. 105; Wake Forest, NC 27597 Cameron Long; Dewberry Engineers, Inc.; 2610 Wycliff Rd., Ste. 410; Raleigh, NC 27607 DWR RRO 401/Riparian Buffer file DWR 401 & Buffer Permitting Unit Water Quality Certification No. 3883 8. Placement of Culverts and Other Structures in Waters and Wetlands Culverts required for this project shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal Profile) must be maintained above and below locations of each culvert. Placement of culverts and other structures in waters and streams must be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches and 20 percent of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/ connectivity has been provided when possible (rock ladders, crossvanes, etc). Notification to the Division including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations shall be provided to the Division 60 days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required provided that there is sufficient documentation of the presence of bedrock. Notification to the Division including supporting documentation such as, but not limited to, a location reap of the culvert, geotechnical reports, photographs, etc shall be provided to the Division a minimum of 60 days prior to the installation of the culvert. If bedrock is discovered during construction, then the Division shall be notified by phone or email within 24 hours of discovery. If other site-specific topographic constraints preclude the ability to bury the culverts as described above and/or it can be demonstrated that burying the culvert would result in destabilization of the channel, then exceptions to this condition require application submittal to, and written approval by, the Division of Water Quality, regardless of the total impacts to streams or wetlands from the project. Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. Additionally, when roadways, causeways, or other fill projects are constructed across FEMA -designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable instead of riprap or other bank hardening methods. 9. If concrete is used during the construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state due to the potential for elevated pH and possible aquatic life/ fish kills. 10. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal Management General Permit for construction of Wooden and Riprap Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for design and construction specified in 15A NCAC 07H 1405. Water Quality Certification No. 3883 Water Quality Certification No. 3883 GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS: 3 (MAINTENANCE). AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) Water Quality Certification Number 3883 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC 02H .0500 and 15 NCAC 02B .0200 for the discharge of fill material to waters and wetland areas which are waters of the United States as described in 33 CFR 330 Appendix A (B) (3, 4, 5, 6, 7, 19, 20, 22, 25, 30, 32, and 36) and Regional Permits 197800056 and 19780125 and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 02B.0200, The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Activities meeting any one (1) of the following thresholds or circumstances require written approval for a 401 Water Quality Certification from the Division of Water Quality (the "Division' ): a. Impacts equal to or greater than 40 linear feet of additional permanent stream impact (including stream relocations) at an existing stream impact location; or b. Temporary or permanent impacts equal to or greater than one-tenth (1/10) of an acre of wetlands; or c. Any impact associated with a Notice of Violation or an enforcement action for violation(s) of DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B.0200); or d. Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) unless the activities are listed as "EXEMPT" from these rules or a Buffer Authorization Certificate is issued through N.C. Division of Coastal Management (DCM) delegation for "ALLOWABLE" activities. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401 Water Quality General Certification must include the appropriate fee. If a project also requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the two fees. Activities Included in this General Certification that do not meet one of the thresholds listed above do not require written approval from the Division as long as they comply with the Conditions of Certification listed below. If any of these Conditions cannot be met, then written approval from the Division is required. Water Quality Certification No. 3883 Water Quality Certification No. 3883 Conditions of Certification: 1. No impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use of this Certification No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification, as authorized in the written approval from the Division or beyond the thresholds established for use of this Certification without written authorization, including incidental impacts. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices shall be performed so that no violations of state water quality standards, statutes, or rules occur. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of this permit. 2. Standard Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices and if applicable, comply with the specific conditions and requirements of the NPDES Construction Stormwater Permit issued to the site: a. Design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. Reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. d. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS -1, WS -I1, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sedimentation and erosion control designs must comply with the requirements set forth in 15A NCAC 048 .0124, Design Standards in Sensitive Watersheds. 3. No Sediment and Erosion Control Measures in Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters. Exceptions to this condition require application submittal to and written approval by the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, then design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks, adjacent to or upstream and downstream of the above structures. All sediment and erosion control devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources (DLR) or locally delegated program has released the specific area within the project. Water Quality Certification No. 3883 Water Quality Certification No. 3883 4. Construction Stormwater Permit NCG010000 An NPDES Construction Stormwater Permit is required for construction projects that disturb one (1) or more acres of land. This Permit allows stormwater to be discharged during land disturbing construction activities as stipulated in the conditions of the permit. If your project is covered by this permit, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record keeping and reporting requirements is required. A copy of the general permit (NCG010000), inspection log sheets, and other information may be found at htt�:/Pportal.ncdenr.orq/web/wo/wstsu/ncrdessw#tab-w . The North Carolina Department of Transportation (NCDOT) shall be required to be in full compliance with the conditions related to construction activities within the most recent version of their individual NPDES (NCS000250) stormwater permit. 5. Work in the Dry All work in or adjacent to stream waters shall be conducted so that the flowing stream does not come in contact with the disturbed area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Exceptions to this condition require application submittal to and written approval by the Division. 6. Construction Moratoriums and Coordination If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish spawning, or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. Work within the twenty-five (25) designated trout counties or identified state or federal endangered or threatened species habitat shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. 7. Riparian Area Protection Rules (Suffer Rules) Activities located in the protected riparian areas (whether jurisdictional wetlands or not), within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259, .0243, .0250, .0267 and .0605, and shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. All buffer rule requirements, including diffuse flow requirements, must be met. Water Quality Certification No. 3883 Water Quality Certification No. 3883 11. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the bridge and pre-treated through site -appropriate means (grassed swales, pre- formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the most current version of Stormwater Best Management Practices. Exceptions to this condition require tkmtten approvel by the Division. 12. Compensatory Mitigation In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for losses of equal to or greater than 150 linear feet of streams (intermittent and perennial) and/or equal to or greater than one (1) acre of wetlands. For linear public transportation projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation. Buffer mitigation may be required for any project with Buffer Rules in effect at the time of application for activities classified as "Allowable with Mitigation" or "Prohibited" within the Table of Uses. A determination of buffer, wetland, and stream mitigation requirements shall be made for any General Water Quality Certification for this Nationwide and/or Regional General Permit. Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory mitigation plans shall be submitted to the Division for written approval as required in those protocols. The mitigation pian must be implemented and/or constructed before any impacts occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a mitigation bank. In these cases, proof of payment shall be provided to the Division before any impacts occur on site. 13. All temporary fill and culverts shall be removed and the impacted area returned to natural conditions within 60 days of the determination that the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross sectional dimensions, pian form pattern, and longitudinal bed and bed profile, and the various sites shall be stabilized with natural woody vegetation (except for the approved maintenance areas) and restored to prevent erosion_ 14. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow or cause dis-equilibrium during use of this General Certification. 15. Any riprap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream elevation and streambank contours are restored and maintained. Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area. 16. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to be carried off by wave, current action, or stream flows and consist of clean rock or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for velocity control and to ensure structural integrity of bank stabilization measures. 17. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas including riparian buffers, but is restricted to no closer than 10 feet from top of bank of streams. Any fertilizer application must comply with all other Federal, State and Local regulations. Water Quality Certification No. 3883 Water Quality Certification No. 3883 18. If an environmental document is required under the National or State Environmental Policy Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. 19. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted to determine if Coastal Stormwater Regulations will be required. 20. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or Local approvals. 21. The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then the Division may reevaluate and modify this General Water Quality Certification, 22. When written authorization is required for use of this certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return the certificate of completion attached to the approval. One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail Service Center, Raleigh, NC, 27699-1650. 23. Additional site-specific conditions, including monitoring and/or modeling requirements, may be added to the written approval letter for projects proposed under this Water Quality Certification in order to ensure compliance with all applicable water quality and effluent standards. 24. This certification grants permission to the director, an authorized representative of the Director, or DENR staff, upon the presentation of proper credentials, to enter the property during normal business hours. This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. Non-compliance with or violation of the conditions herein set forth by a specific project may result in revocation of this General Certification for the project and may also result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for Individual Certification for any project in this category of activity if it is determined that the project is likely to have a significant adverse effect upon water quality, including state or federally listed endangered or threatened aquatic species, or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Water Quality Certification No. 3883 Water Quality Certification No. 3883 Public hearings may be held for specific applications or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Effective date: March 19, 2012 DIVISION OF WATER QUALITY By Charles Wakild, P. E. Director History Note. Water Quality Certification (WQC) Number 3883 issued March 19, 2012 replaces WQC Number 3687 issued November 1, 2007; WQC Number 3624 issued March 19, 2007; WQC Number 3494 issued December 31, 2004; and WQC Number 3376 issued March 18, 2002. This General Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding Nationwide and/or Regional General Permits or when deemed appropriate by the Director of the Division of Water Quality. Water Quality Certification No. 3883 Water Quality Certification No. 3885 GENERAL CERTIFICATION FOR STREAM RESTORATION ENHANCEMENT AND AND 27 (WETLAND AND RIPARIAN RESTORATION AND CREATION), AND REGIONAL PERMIT 197800080 (BULKHEADS AND RIPRAP) AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) Water Quality Certification Number 3885 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality Regulations in 15A NCAC 02H .0500 and 15A NCAC 026 .0200 for the discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13 and 27) and Regional Permit 197800080 and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 02B.0200. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Activities meeting any one (1) of the following thresholds or circumstances require written approval for a 401 Water Quality Certification from the Division of Water Quality (the "Division' ): a) All proposed fill or modification of wetlands and/or waters, including streams and streambanks, regardless of the purpose of the restoration, enhancement, stabilization, or creation activity, except for single and independent projects involving in -stream structures for the sole purpose of streambank stabilization, which are designed based on current natural channel techniques, and do not exceed a total of three structures within 100 feet or less of streambank; or b) Any stream relocation; or c) Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection which utilize non -natural armoring such as riprap, gabion baskets, deflection walls etc of greater than 150 feet in streambank length; or d) Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection which utilize natural streambank sloping, vegetation, and other natural channel protection techniques of greater than 500 feet of streambank length; or e) Any impact associated with a Notice of Violation or an enforcement action for violation(s) of DWQ Wetland Rules (15A NCAC 02H.0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B.0200); or f) Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) unless the activities are listed as "EXEMPT' from these rules or a Buffer Authorization Certificate is issued through N.C. Division of Coastal Management (DCM) delegation for "ALLOWABLE" activities. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401 Water Quality General Certification must include the appropriate fee. If a project also requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the two fees. Water Quality Certification No. 3885 Water Quality Certification No. 3885 Activities included in this General Certification that do not meet one of the thresholds listed above do not require written approval from the Division as long as they comply with the Condition&of Certification listed below. If any of these Conditions cannot be met, then written approval from the Division is required. Conditions of Certification. - 1 . ertification:1. Activities shall meet the definitions, design, and monitoring protocols specified within the US Army Corps of Engineers Wilmington District Regulatory Guidance Letter (RGL02-02) and the Stream Mitigation Guidelines (April 2003) or any subsequent updates to these documents. 2. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use of this Certification No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification, as authorized in the written approval from the Division or beyond the thresholds established for use of this Certification without written authorization, including incidental impacts. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices shall be performed so that no violations of state water quality standards, statutes, or rules occur. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of this permit. 3. Standard Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices and if applicable, comply with the specific conditions and requirements of the NPDES Construction Stormwater Permit issued to the site: a. Design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. Reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. d. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sedimentation and erosion control designs must comply with the requirements set forth in 15A NCAC 04B.0124, Design Standards in Sensitive Watersheds. Water Quality Certification No. 3885 Water Quality Certification No. 3885 4. No Sediment and Erosion Control Measures in Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters. Exceptions to this condition require application submittal to and written approval by the Division. If placement of sediment and erosion control devices in wetlands and :eaters is unavoidable, then design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks, adjacent to or upstream and downstream of the above structures. All sediment and erosion control devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources (DLR) or locally delegated program has released the specific area within the project. 5. Construction Stormwater Permit NCG010000 An NPDES Construction Stormwater Permit is required for construction projects that disturb one (1) or more acres of land. This Permit allows stormwater to be discharged during land disturbing construction activities as stipulated in the conditions of the permit. If your project is covered by this permit, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record keeping and reporting requirements is required. A copy of the general permit (NCG010000), inspection log sheets, and other information may be found at http://Portal.ncdenr.org/web/wq/ws/su/nOessw#tab-w . The North Carolina Department of Transportation (NCDOT) shall be required to be in full compliance with the conditions related to construction activities within the most recent version of their individual NPDES (NCS000250) stormwater permit. 6. Construction Moratoriums and Coordination If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish spawning, or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. Work within the twenty-five (25) designated trout counties or identified state or federal endangered or threatened species habitat shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. 7. Work in the Dry All work in or adjacent to stream waters shall be conducted so that the flowing stream does not come in contact with the disturbed area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Exceptions to this condition require application submittal to and written approval by the Division. Water Quality Certification No. 3885 Water Quality Certification No. 3885 8. Riparian Area Protection (Buffer) Rules Activities located in the protected riparian areas (whether jurisdictional wetlands or not), within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259, .0243, 0250, .0267 and .0605, and shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. Ail buffer rule requirements, including diffuse flow requirements, must be met. 9. If concrete is used during the construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state due to the potential for elevated pH and possible aquatic life/ fish kills. 10. All temporary fill and culverts shall be removed and the impacted area returned to natural conditions within 60 days of the determination that the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile, and the various sites shall be stabilized with natural woody vegetation (except for the approved maintenance areas) and restored to prevent erosion. 11. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow or cause dis-equilibrium during use of this General Certification. 12. Any r prap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream elevation and streambank contours are restored and maintained. Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area. 13. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to be carried off by wave, current action, or stream flows and consist of clean rock or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for velocity control and to ensure structural integrity of bank stabilization measures. 14. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas including riparian buffers, but is restricted to no closer than 10 feet from top of bank of streams. Any fertilizer application must comply with all other Federal, State and Local regulations. 15. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal Management General Permit for construction of Wooden and Riprap Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for design and construction specified in 15A NCAC 07H .1405. Water Quality Certification No. 3885 4 Water Quality Certification No. 3885 16. Compensatory Mitigation In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for losses of equal to or greater than 150 linear feet of streams (intermittent and perennial) and/or equal to or greater than one (1) acre of wetlands. For linear public transportation projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation. Buffer mitigation may be required for any project with Buffer Rules in effect at the time of application for activities classified as "Allowable with Mitigation" or "Prohibited" within the Table of Uses. A determination of buffer, wetland, and stream mitigation requirements shall be made for any General Water Quality Certification for this Nationwide and/or Regional General Permit. Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory mitigation plans shall be submitted to the Division for written approval as required in those protocols. The mitigation plan must be implemented and/or constructed before any impacts occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a mitigation bank. In these cases, proof of payment shall be provided to the Division before any impacts occur on site. 17. if an environmental document is -equired under the National or State Environmectal Policy Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. 18. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted to determine if Coastal Stormwater Regulations will be required. 19. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or Local approvals. 20. The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements oT State and Federal Law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then the Division may reevaluate and modify this General Water Quality Certification. 21. When written authorization is required for use of this certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return the certificate of completion attached to the approval. One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail Service Center, Raleigh, NC, 27699-1650, 22. Additional site-specific conditions including monitoring and/or modeling requirements, may be added to the written approval letter for projects proposed under this Water Quality Certification in order to ensure compliance with all applicable water quality and effluent standards. 23. This certification grants permission to the director, an authorized representative of the Director, or DENR staff, upon the presentation of proper credentials, to enter the property during normal business hours. Water Quality Certification No. 3885 Water Quality Certification No. 3885 This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. Non-compliance with or violation of the conditions herein set forth by a specific project may result in revocation of this General Certification for the project and may also result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for Individual Certification for any project in this category of activity if it is determined that the project is likely to have a significant adverse effect upon water quality, including state or federally listed endangered or threatened aquatic species, or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Effective date: March 19, 2012 DIVISION OF WATER QUALITY By Charles Wakild, P.E. Director History Note: Water Quality Certification (WQC) Number 3885 issued March 19, 2012 replaces WQC Number 3689 issued November 1, 2007; WQC Number 3626 issued March, 2007; WQC Number 3495 issued December 31, 2004; and WQC Number 3399 issued March 2003. This General Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding Nationwide and/or Regional General Permits and/or when deemed appropriate by the Director of the Division of Water Quality, Water Quality Certification No. 3885 U.S. ARMY CORPS OF ENGINEERS COPY WILMINGTON DISTRICT Action ID. 2009-00064 County: Wake U.S.G.S. Quad: NC- Raleigh West GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: City of Raleigh, Public Works / Blair Hinkle 5� Address: P.O. Box 590 Raleigh, NC 27602-0590 1' Telephone Number: 919-996-3030 s U , 2016 Nearest Town: Raleigh Nearest Waterway: Simmons Branch River Basin/ HUC: Neuse / 03020201 Coordinates: 35.77100 N, -78.70800 W BY: ---- Location description: The project is located in the Pineview Hills subdivision, along Simmons Branch, on Pineview Drive and Swift Drive, Raleigh, Wake Countv, North Carolina. Description of projects area and activity: This verification supersedes all previously issued permit verifications for this project. This verification authorizes impacts to 1434 LF of Simmons Branch for a culvert maintenance and bank stabilization project. Approximately 763 LF of culvert will be replaced, 16 LF of new channel will be permanently impacted for culvert extension and driveway improvements, 21 LF of stream will be temporarily impacted for driveway improvements, and 634 LF of stream channel will be stabilized. Due to the presence of bedrock, this authorization will waive Regional Condition 3.6 Safe Passage Requirements for Culvert Placement, specifically the need to bury culverts greater than 48" in diameter 1' in the stream bed. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Permit Number: 3 & 13 SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated June 14, 2016. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide/regional permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide/regional permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide/regional permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also iequire an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regard' s verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Tasha Alexand rat 19-5 4-4884, xt S or tasha.l.alexan @usace.army.mil. Corps Regulatory Official: ate: July 12, 2016 Expiration Date of Verification: March 18.2017 A. B. C. Determination of Jurisdiction: ❑ Based on preliminary information, therenot anpappealable� action undeto be waters of the rJthe Regulatory Program Administrative Appeal Process S including wetlands within the above described project area. This preliminary determination i (Reference 33 CFR Part 331). . s within the o the Pert - nit ❑ There are Navigable Waters of the United taste 404 of the�Cleanove eWa Water Act. Unless thescribed project area e is subject change in the requirements of w or our Section 10 of the Rivers and Harbors Act and published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® The jurisdictional areas within the above described project area have been identified under a previous action. jurisdictional determination issued . Action ID: SAW - Basis for Determination: Based on information submitted b the a lican the ro'ect area exhibits criteria for waters of the U.S. as defined in 33 CFR 328 and the JD Guidebook 0.e. Ra anos Guidance), The vro'ect area contains Simmons Branch which flows into Walnut Creek which flows into the Neuse River. The Neuse River ultimately flows into the Atlantic Ocean, This 'urisdictional determination is for the im act areas onl . Please reference E. Attention USDA Program Participants This delineation/determinationhans been conducted to identify the limits of Corps, Clean Water Act d for the wetland conservation pros visions of the Food Security identified in this request. The deliueation/determination may not be vaction for the particular site h ou should re est Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA prrorgrams, y work. a certified wetland determination from the local office of the Natural Resources Conservation Service, p g F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C above). This correspondence constitutes anapppxtonv administrative app al undeed jurisdictional r Corps regulations at 33 CFR Part 331. Encloseion for the above described site. if you d you will find a determination, you may request an If nest to appeal this determination you Notification f Appeal Process (NAP) fact sheet and request for appeal (RFA) form. Your must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 t meets the a for appeal In order for an RFA to be accepted by beenCorps, hved by the Division- ffice wite Corps must determine that hin 60 days is eof the , that ldate of the NAP. Should you under 33 CFR part 331.5, antb*tdecide to submitan RFA fost be received at the above address within 60 days of the date below.**It is not necessary to subA for to thvpon Office if you do not object to the determination in this correspondence.** Corps Regulatory Official: v Alexander Issue Date of JD: Juiy 12. ZO Expiration Date of JD: Five years from Issue Date The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at httu'//reaulatory usacesurvev.com/. Copy Furnished: Cameron Long, P.E., Dewberry Engineers, Inc., 2610 Wycliff Road, Suite 410, Raleigh, NC 27607 2009-00064 SPECIAL CONDITIONS Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this property and associated with this projectlactivity, are proposed at a later date, those impacts will be combined with the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S. are greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally, cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or intermittent* stream channel, and/or 0.5 acre of wetland, will be processed under an Individual Permit. This verification of the use of the Nationwide Permit Program for this project does not imply that this office will necessarily approve.any future proposal to impact waters of the U.S. on this property and/or associated with this project/activity. * The District Commander has the ability to waive the 300 linear foot limit for intermittent streams on a case-by- case basis. All requests for waiver must be in writing and shall include rationale for the request. Due to the presence of bedrock, this authorization will waive Regional Condition 3.6 Safe Passage Requirements for Culvert Placement, specifically the need to bury culverts greater than 48" in diameter 1' in the stream bed Action ID Number: 2009-00064 Permittee: City of Raleigh, Public Works / Blair Hinkle Date Verification Issued: July 12, 2016 Project Manager: Tasha Alexander County: Wake Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn.: CESAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Please note that your permitted activity is subject to a compliance inspection of this authorization my result in the s Of Engineers representative. Failure to comply with any terms Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. t has been ompleted in accordance with I hereby certify that the work authorized by the above referenced pe as completed cin accordance with the ermit the terms and condition of the said permit, and required mitigation conditions. Signature of Permittee Date dd�tonal mfonnatton may be ound ati-/%w�wwP ac :arm �UM�`�ss�ions/CivtE� o e u a o zo ;Cor _ s ie ._lattons at�3��.CFR_Pa 331_,��� ,�.� �' � ���* -��••''�-�"u� A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After will send you a proffered pen -nit for your reconsideration, as indicated in evaluating your objections, the district engineer Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit ACCEPT: If you received a Standard Permit, you may sign the pen -nit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terns and conditions, and approved jurisdictional detenninations associated with the permit. dard or LOP) because of certain terns and conditions therein, APPEAL: If you choose to decline the proffered permit (Stan you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section Il of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This fonn must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section lI of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELEVIINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. • :.k h +�a *�mr ti`s""'�'N iw!-e.e- w cL-7i T-, t t '.. a :., n -x w.r +�-i: _- M 1`� a�''. i'E' �r : �-•p . i .� °+�P � ASs t�` ,.sR -< ✓� u1W ;- 4 'tel -i Sa.A V,�, - tn� 3+P.�a a..-vi1.�'x .Y• f�. � . _.:..t •y hy.� SONII' h r�, FO'R,APPEA�, or OBJECTIONS, TO ATf,IN1TIAL..PROFE�RED REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. PAINT OF CQNTAGT FQl '[JESTIONS OR 1NFORlVIATION If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Attn.: Mr. Jason Steele, Administrative Appeal Review Officer Tasha Alexander CESAD-PDO 919-554-4884 U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 1OM1 5 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day nofice of any site investigation, and will have the opportunity to participate in all site investiations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn.: Tasha Alexander, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 SECTION G - SWIFT-PINEVIEW DELINEATION ENVIRONMENTAL SERVICES, INC. 524 S. NEW HOPE ROAD RALEIGH, NORTH CAROLINA 27610 919-212-1760 • FAX 919-212-1707 www.enviromnentalservicesinc.com 30 June 2006 Ms. Sheila Reeves Dewberry & Davis, Inc. 2301 Rexwoods Drive, Suite 200 Raleigh, North Carolina 27607-336 Re: Swift — Pineview Delineation ESI Project No. ER06-002 Wake County, North Carolina Dear Ms. Reeves: Thank you for contacting Environmental Services, Inc., (ESI) concerning the above referenced project. At your request, ESI has conducted a jurisdictional wetland and stream delineation and Neuse River Riparian Buffer evaluation for the Swift Drive and Pineview Drive Culvert Replacement Projects along Swift Drive for approximately 750 linear feet. The project site begins 50 feet upstream of the Pineview Drive driveway bridge and ends 50 feet downstream of the second Swift Drive driveway bridge. For the purposes of this study, ESI identified and delineated all jurisdictional areas extending 50 feet from the top -of -bank on each side of Simmons Branch (including Simmons Branch) in Raleigh, Wake County, North Carolina (Figure 1). The project site is located in the Neuse River Basin. The project study area was reviewed on 26 June 2006 by ESI biologist Lauren Cobb. Ms. Cobb is a Senior Scientist with a B.S. in Natural Resources and more than six years of professional experience. Prior to the initiation of field efforts, available resources were reviewed, including the appropriate U.S. Geologic Survey (USGS) 7.5 -minute topographic quadrangle (Raleigh West, NC) and Natural Resources Conservation Service (MRCS) soil mapping for Wake County, North Carolina. Jurisdictional Evaluation The project site was reviewed for the presence of jurisdictional stream channels using criteria provided by the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water Quality (DWQ). The project site was also reviewed to determine the presence or absence of jurisdictional wetland areas using the three -parameter approach (hydric soils, hydrophytic vegetation, and evidence of jurisdictional hydrology) as outlined by the USACE 1987 Wetlands Delineation Manual. Based on this approach one stream channel (Simmons Branch) was identified within the project site. ESI delineated Simmons Branch by hanging orange and blue flagging tape along each side of the jurisdictional channel. Attached is a list of the line sequences used and a graphic depicting the approximate location of jurisdictional areas (Figure 3). A large portion of Simmons Branch JACKSONVILLE • ST. AUGUSTINE • COCOA • JUPITER • DESTIN 0 SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE • ASHEVILLE ENVIRONMENTAL SERVICES, INC. appears to be piped north of Swift Drive. Therefore, only the western and eastern portions of Simmons Branch within the project site were accessible to delineate. On the day of the field visit, Simmons Branch had little to no turbidity and swift flow. The substrate consists of sand and cobble with multiple culverts for residential driveways and road crossings. The DWQ Stream Identification Form Version 3.1 served as the basis for determining whether Simmons Branch is intermittent or perennial. Using this form, Simmons Branch was evaluated based on three characteristics (Geomorphology, Hydrology, and Biology) and assigned a numeric score. Simmons Branch scored a 36 and is therefore considered a perennial stream based on current DWQ methods. To aid in alternative analyses and to help determine stream mitigation requirements, the USACE designates streams as either Important or Unimportant. Streams that have perennial flow, associated wetlands, significant aquatic fauna, or associated Threatened and Endangered species are generally considered to be Important and impacts to these streams would require mitigation. Intermittent streams may be considered Important if the associated wetlands, significant aquatic fauna, or Threatened and Endangered species criteria are met. Streams designated as Unimportant do not typically require mitigation. It is in ESI's opinion that the USACE would consider Simmons Branch Important based on current USACE criteria. Based on current USACE criteria, no jurisdictional wetland areas were identified within the project site. The project study area is located within the Neuse River Basin; therefore, streams and surface waters (i.e., ponds, lakes, etc.) depicted on the most recent versions of USGS topographic maps or county soil survey maps are subject to the Neuse River Riparian Buffer Rules. Certain activities within the 50 -foot riparian buffer are regulated by DWQ and will require their approval. The riparian buffer consists of two distinct zones. Zone 1 comprises a 30 -foot wide area adjacent to the surface water that cannot be disturbed except for those specific activities that are allowed by the Neuse River Riparian Buffer Rules. Zone 2 comprises a 20 -foot wide area adjacent to Zone 1 that is to be left undisturbed except for those specific activities allowed by the Buffer Rules. Grading and re -vegetating Zone 2 is allowed provided that the condition of Zone 1 is not compromised. Simmons Branch is mapped on the county soil survey and the USGS topographic map and is subject to the Neuse River Basin Buffer Rules. In addition, four other drainage features are depicted on the county soil survey flowing into Simmons Branch (Figure 2). It is in ESI's professional opinion that these drainage features are not jurisdictional streams within the project site and should not be subject to the buffer rules. However, DWQ should review these features to determine whether they are subject to the buffer rules. The jurisdictional delineation should be approved by the USACE prior to impacting any jurisdictional areas. Unavoidable impacts to Section 404 jurisdictional areas will require Section 404 and Section 401 permitting. Approval from the DWQ is required prior to impacting buffers along streams that are subject to the Neuse River Riparian Buffer Rules. ESI will request USACE and DWQ concurrence pending consultation with Dewberry & Davis, Inc. Should 0) ENVIRONMENTAL SERVICES, INC. permitting be necessary, the project site should be assessed for potential impacts to cultural resources pursuant to Section 404 and Section 106 regulations. Thank you for allowing ESI to provide services to Dewberry & Davis, Inc. If you have any questions or comments, or need any additional information, please feel free to contact me at (919) 801-2362. Sincerely, ENVIRONMENTAL SERVICES, INC. Lauren Cobb Senior Scientist Attached: Project Location Figure, Soils Map Figure, Jurisdictional Areas Figure, Line Sequence List ENVIRONMENTAL SERVICES, INC. Line Sequences SYA 1-6 SYA IA -6A SYA 6, 6A, 7, 7A, 8, 8A = culverts SYB 1-16 SYB 1A -16A SYB 1, 1A, 6, 6A, 7, 7A = culverts SYB 9, 9A, 10, 1 O = culverts SYA 1-6 and SYB 1-16 = north side of Simmons Branch SYA 1A -6A and SYB 1A -16A = south side of Simmons Branch wWT e . see r owestqv�t�' .. 7? Ob* k4 ' .J a i Tow t n _ t Subs I _ I • +� ` ' • V,, •}R' �= —117 ��'� ' owe LEAF r �t 0 j •i ell Dr��- , • i Park r v P�entwood� I �; tii }•i•\ •� �'r i` r~;\�(1r•..Park •� �I!I \y: i Limits of Pineview - r i Jr� Drive Project i I 71�:� � � ► ,. rl �; � I t i r I John o ? ° •� _ I 1y NORT` \ r ! \ 345 Project Limits ;. 1000 2000 Feet 1 inch equals 2,000 feet - f Source: USGS Digital Raster Graphics, 1 \ F Raleigh West Quadrangle, 1999 Disclaimer Information repres"Od on this map was " — denved from secoriftry data sources and is to he used I, ' general planing purposes only. No warwitie , or fl ` t1jn \ to epresentations of accuracy are expressed of impsed 4 r , C `.ESf2006,00211ocationdwg. 6292066 436.66 PM i CeB2 .CeB2 ' •/ �, fir. � �j� t,\ ,,• rt" CeC2 � eC2 % sit77 v , �.s' ,� Cg82 77 :C / f F,. vJ.v G{+,� „y; l.ie r os • S' x^ s.±• + / .l Q � �7 J of 1. ���+ • Fti, `ice 1< � �i+ 1 . , � D�. _ � _ V i� tea. o t., Jr ` �.• '�.. '� w ,�• \ � f ` "CeB2 `>�Ga ! ,i (• r; CgC2 �2 �: CeDCeC2 wy c a2�` r `' Limits of Swift g Drive Pr„ g82 xa 4 Limits of Pineview Drive Project ri s' CeB2 k" +*.,; •' � � f � • �„ a r � �. a � ,kt rC2 � + •:r' s S- ''•,. ;�'+�7 � (t �' q � ,r., .oSj 31 e - ' +.:r ¢�S..�tr��?. '� y � r: A Cl,�� L'`i8� � t j•��. � rti «+'E y t .ir C f `+34w" ��'' \� o � ��•�i'1 } (4 �`/i �� r•' lR � rr r i �� � F . � ;1�j. � lieb \ •.fly �'.`q t l l .tip i zi4 '"' v �� `•;�, 'o, L•. t� itis 7 id' I {�3r. J{s r^ ,Cg62 c`F Project Limits D NRCS Soil Boundary foil Mapping Units,, Hydric Soils N Cm Chewacla soils "� Non -hydric Soils ' r CeD Cecil sandy loam, 10-15% slopes CeF Cecil sandy loam, 15-45% slopes F 0 Soo low Feet Source: NRCS Sal Survey of Wake County, 1970. < C+ 3 •' Disdaime . Information represented on tMs map was denied from secondary data sowcea aM is la be used for ,j� �r�j - general p of plmv o urposes Doty. representalnns accu any are exprressedd or or implxad r ENVIRONMENTAL Project Soils Map Project: ER06002 SERVICES, INC. 524 S New Hp. Road Swift Drive and Pineview Drive Date: Jun 2006 Ra + (919) ll. -1760 ardina 27ri,C Culvert Replacements Drwn/Chkd: AJS/LC (919)2,2-1760 (919)212-1707 Fax Raleigh, Wake County, North Carolina www envvonmenlalsarvwesrnccom Figure: 2 !9i0QE100�1 x15 Wi. O62W06 1 i0 ::,, i +4 TLIt ,W. 40"kip * r 4 x 1 ' SYB16/16a Limits of Pineview �sYB1/1a ` a Drive Project16i, f 2 , — Project Limits Jurisdictional Stream' Neuse 50' Buffer 'Location and extent is approximate. 0 200 400 Feet 1 inch equals 400 feet. Source. USGS 1998 Color Infrared Images, Raleigh West Quadrangle. Disclaimer: Information represented on this map was derived from secondary data sources and is to be used for general planning purposes only. No warranties or representations of accuracy are expressed or implied C. lE5n20061002yuris.dwg, 6130r20061.28 03 PM x r w F s Limits of Swift,, Drive Project. .,r. A 7* 61 SYA8/8ay In x 1 4r AW Awl, 41 THE CITY OF RALEIGH PU L OCA WORKS - 3 0Rf�'1M VVA7EM MANAGEMENT 00WHSHON VICINITY MAP =500' SHEET INDEX SHEET NO. I DESCRIPTION T1 TITLE SHEET T2 LEGEND, GENERAL NOTES, AND TREE PJfi PLa PLY P.LN SCHEDULE T6 OVERALL EXISTING CONDITIONS T7 OVERALL DESIGN C9 -C14 SITE PLAN / PROFILE C15 -C18 SANITARY SEWER PLAN/PROFILE C19 -C21 WATER PLAN/PROFILE EC1-EC6 GRADING AND EROSION CONTROL PLAN U81 -U82 UTILITY BYPASS PLAKN D1 -D3 EROSION CO S RUFFIN L. HALL CH ll ll LI l/ LI A Ll V A IM E LI ll SIMMONS BRANCH DRAINAGE IMPROVEMENT PROJECT PHASE 2 SM 2015-0028 PINEVIEW DRIVE SM 2015-0027 SWIFT DRIVE Development �.«....,.•ueaea 10 sits F1Wr)e snit. ati Too SERVICES wlegL Nam carina zTaot ... FSAaY 9'4v1FTi95 e IRE • INS WECT�:Ha • . Fa9Tw51b2695 PUa IIC UTlIIt AsvUatlC *0..WORAa Site.. Celnlnel'cial Building Data Sheet 1•TOGIi Ix Tawrrpce [p¢_ _ - DIG iEC�Alitllls� ♦WCiF TpRiQOIaNIg laS fi�l Appy/) _ 2. Toali OApamNm Oolgafwwall lAa¢ S¢enagrrl llaK Tb�ior 3W�0bllldle �. 3. Ttyai OCffymgaN Coe OLas Caa!D YNq',M¢ 50uen11 U+L.ts Arse :e!N]K �r 73Nny DK±ltai -ete•3 �eolcoH R -i r'.noori aiaYg� A aura vTar arN same G'Nvoe DN aaeaye seam Esen9 aMxag,t�>F s gcac Ows12 7 M t Dedred , PrtpBukVgsi s¢ fl. 7M Toa/ SReAcfei 4.09 kaUF Cry _nfa y No Toi. i¢ A you acted g i pWI—, or~pmyv Reques— IOMFC_ PrspasadlelgmaglNdrgs CCA � arAaprsxalalastl OEE FAR rr",i oar pp -1-9- KAi9dadcl AyuVrsd,—.M ekrrs;t cveragepeme—. l.m ASPLS -fir -- leMNriset—GRade 110 hofs aaei'glie le, fYea, ANAca SaK_ FooE'..'atlr_FEMA WpPale• Nese Rtref BlIIn %�VK No wdamx LIL101Na I Tota Oatte"d Amo Los—eissetedt Plans Prepared By - y -Dewberry® DnWtplwd NarN naafi pVaICR ONIa¢ es"Clean KOACf Proposes UN MVERT ND %#,dAW M Vrk" RD,,,,D0fi RYSE 2 Plwirty, Andrew sal Wako Cotally Property ldn14ri0m Namoerla) b each pseel N Wats rosea pWMris M apply PJfi PLa PLY P.LN wMtN p. Milli 2610 WYCLIFF ROAD A,,,ln•w aur crwy..aiRy Ha.Prr ` Once Rer•rea Car• _ R+RrIw YRYien FAX: 919.881.9923 WS. NCBELS #F-0929 flows MYlbt 1•TOGIi Ix Tawrrpce [p¢_ _ - DIG iEC�Alitllls� ♦WCiF TpRiQOIaNIg laS fi�l Appy/) _ 2. Toali OApamNm Oolgafwwall lAa¢ S¢enagrrl llaK Tb�ior 3W�0bllldle �. 3. Ttyai OCffymgaN Coe OLas Caa!D YNq',M¢ 50uen11 U+L.ts Arse :e!N]K �r 73Nny DK±ltai -ete•3 �eolcoH R -i r'.noori aiaYg� A aura vTar arN same G'Nvoe DN aaeaye seam Esen9 aMxag,t�>F s gcac Ows12 7 M t Dedred , PrtpBukVgsi s¢ fl. 7M Toa/ SReAcfei 4.09 kaUF Cry _nfa y No Toi. i¢ A you acted g i pWI—, or~pmyv Reques— IOMFC_ PrspasadlelgmaglNdrgs CCA � arAaprsxalalastl OEE FAR rr",i oar pp -1-9- KAi9dadcl AyuVrsd,—.M ekrrs;t cveragepeme—. l.m ASPLS -fir -- leMNriset—GRade 110 hofs aaei'glie le, fYea, ANAca SaK_ FooE'..'atlr_FEMA WpPale• Nese Rtref BlIIn %�VK No wdamx LIL101Na I Tota Oatte"d Amo Los—eissetedt Plans Prepared By - y -Dewberry® Dewberry 0 2610 WYCLIFF ROAD SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS #F-0929 Public Water Distribution / Extension System The city .f Ra•Ipn con.ent" to the connePlbn and .. a im of in, city" public ester q trrl ea eho on thia man. Th" material and Car—alon method. aced fa IN. —*tMWI conform to m. .tandaN. and .P.cleoou— of th. Oly. Puhlk Uteifi.. Haadhao.. as a R.raa i—A Uld— D..a — PWn.t i Annonason to coKawx Dr. Public Sewer Collection / Extension System TIw city of Ralalgh ameente to in, co neoltn and eaUn.bn of the coy'. a.m.— .pbm - .both .n mN Plan. TN. mat— and Canetruotbn m.thi. a..d la tnw paf.ct .ria" conform to lh, etandarb and .pniflcatian• of th• City. Punk UtilitN. Hondsook. eM a weyn NW Uaaiee Depoda-I Parma i atlyd.adan m Carnot 11.1. The Construction Contractur responsible for the extension of water, sewer and/or reuse, as approved in mese plans, is responsible for contacting the ENGINEERING SERVICES at (919) 996-24D9, and the PUBLIC UTILITIES DEPARTMENT at (919) 9964540 at least twenty four hours prior to beginning any of their construction. FAILURE to notify both City Departments in advance of beginning construction, Will result in the issuance of onetary fines, and require reinstallation of any Water or sevver facilities not inspected as a result of this notification failure. FAILURE to call for Inspection, Install a Downstream Plug, have Permitted Plans on Job site, or any other Violation of City of Raleigh Standards will result in a Fine and Passible Exclusion from future work in the City of Raleigh. CITY OF RALEIGH PROJECT MANAGER DAVID KIKER, P.E. (919) 996-3940 P.O. BOX 590 RALEIGH, NC 27602 o rtssri �/ Q _'� ,tor •,> SEAL 023121 ''14 4FItLL� �e .� p SEAL ;LL 027263 .O: QQA1H CA e 'a SEAL �' a 'A N I A�//III0011\S INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH _ PLANS AUTHORIZED FOR CONSTRUCTION Al Corobuelion must b in oxordande With all Loeol. Stole, and Final R.W. IN R.g.lotlona TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER URBAN NANCY MCFARLANE MAYOR EXISTING WETLAND ROAD SIGN POWER POLE LIGHT POLE GUY WIRE CLEAN OUT SANITARY SEWER ARMHOLE YARD INLET -CRATE b: LATCH BASIN TREE (SHRUB) .. .. GRAVEL OVERHEAD ELECTRIC OVERHEAD TELEPHONE UNDERGROUNDOVERHEAD C48LE ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND CABLE GAS LINE STORM GAS MAIN GAS SERVICE WATER MAIN WATER SERVICE GROUND CONCRETE WOVEN WIRE FENCE WOOD FENCE CHAIN LINK FENCE GUARD RAIL TREE LINE STREAM CENTERUNE DITCH SANITARY SEWER WIN SANITARY SEWER LATERAL BORING LOCATION a GEOTECHNICAL BORE SPOT ELEVATION TEMPORARY BENCHMARK WATER METER WATER VALVE FIRE HYDRANT SIGN MAILBOX BASKETBALL COAL CONTOUR INDEX CONTOUR RIGH -OF -WAY ZONE 1 BUFFER ZONE 2 BUFFER 100 YEAR FLOODPWN EXISTING EASEMENT PROPERTY UNE (SURVEY) PROPERTY LINE (CIS) CURB AND GUTTER NOW: 1. TREE DIAMETER IS MEASURED AT CHEST HEIGHT. 2. TREES REFERENCED IN THE PUNS, BUT NOT SHOWN IN THIS TABLE ARE LESS THAN B' IN DIAMETER. SEE NOTES ON SHEETS C5 -C8 SILT FENCE TREE PROTECTION CONSTRUCTION FENCE SAW -CUT LINE EXISTING GRADE ELEVATION 75' LEFT OF CENTER UNE OF PROPOSED SANITARY SEWER LINE EXISTING GRADE ELEVATION 75' RIGHT OF CENTER LINE OF PROPOSED SANITARY SEWER LINE CHECK DAM SILT FENCE GRAVEL OUTLET RIP RAP /57 STONE FLARED END SECTION ROCK PIPE INLET PROTECTION (TEMPORARY) PUMP AROUND OUTLET PROTECTION INLET PROTECTION (TEMPORARY) RESIDENTIAL CONSTRUCTION ENTRANCE (TEMPORARY) TEMPORARY WATTLE GENERAL NOTES 1 HORIZONTAL AND VERTICAL CONTROL IS REFERENCED TO NC STATE PLANE COORDINATES AND CAN BE SEEN ON SHEETS T4 AND Cl. OBTAINED FROM VRS, GPS OBSERVATIONS AS LISTED: N = 736069.75 (NAD 83) E = 2086724.12 (NAD 83) EL = 365.90 (NAND 88) LOCATED NEAR INTERSECTION OF PINEVIEW DRIVE AND LILES ROAD, CITY OF RALEIGH, NC. 2. LISTED PROPERTY OWNERSHIP INFORMATION BASED ON THE WAKE COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) AS PUBLISHED ON MAY 09, 2007. UPDATED WITH PROPERTY OWNER INVESTIGATION ON AUGUST 16, 2010 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON NOVEMBER 4, 2011 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON JUNE 6, 2012 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON JANUARY 11, 2016 THROUGH WWW.WAKEGOV.COM 3. BOUNDARY LINES DRAWN FROM FIELD SURVEY OF PROPERTY EVIDENCE AND REFERENCED INFORMATION AS SHOWN HEREON AND WITHOUT THE BENEFIT OF A COMPLETE AND ACCURATE REAL ESTATE TITLE ABSTRACT. 4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROJECT NUMBER 06-68. 5. WATER AND SEWER MAINF RALEIGH PUBLIC UTILITIES S ZE AND MATERIAL WERE PROVIDED BY CITY 0 ES DEPARTMENT. WATER AND SEWER MAIN SIZE AND MATERIALWERE THEN UPDATED WRAP FIELD INFORMATION FROM SURVEY PERFORMED BY DEWBERRY ENGINEERS INC. AND SUBSURFACE UTILITY INVESTIGATION PERFORMED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROTECT NUMBER 06-68. 6. SOIL BORINGS AND ANALYSIS WERE COMPLETED BY GEOTECHNOLOGIES, INC. DURING SUBSURFACE INVESTIGATION PROJECT NUMBER 1 -06 -0952 -EA. 7. PRIVATE UTILITIES SHALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL CONTACT PSNC ENERGY REGARDING GAS AND COORDINATE RELOCATION. COORDINATE WITH THE PRIVATE UTILITY COMPANY IF PRIVATE UTILITIES CONFLICT WITH CONSTRUCTION ACTIVITIES BEFORE DISTURBING UTILITIES. B. ANY EXCESS SOIL MAY BE STOCKPILED AT AN APPROVED UPLAND SITE PROVIDED BY THE CONTRACTOR, THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR CONTACTING THE CITY CONSERVATION SECTION FOR APPROVAL, INSPECTION, SUBMITTAL, PERMITS, AND FEES AS APPLICABLE ASSOCIATED WITH THE STOCKPILE LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL EXCESS MATERIAL FROM PROTECT SITE. 9. THE CONTRACTOR SHALL ATTEND A MANDATORY PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION. 10. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS, AS WELL AS PERMITS AND APPROVALS, ON THE JOB SITE AT ALL TIMES. 11. THE CONTRACTOR SHALL HAVE A COMPLETE SOIL AND EROSION CONTROL PLAN ON THE JOB SITE AT ALL TIMES. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AND NCDOT, IF APPLICABLE. 13. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CITY PROJECT MANAGER. 14. THE CONTRACTOR SHALL COMPLY WITH THE NC UNDERGROUND UTILITY SAFETY AND DAMAGE PREVENTION ACT AND CONTACT 811 WITH IN 3 TO 12 FULL WORKING DAYS PRIOR TO THE PROPOSED COMMENCEMENT DATE OF EXCAVATION OR DEMOLITION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICE ENCOUNTERED WITHIN 4 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY RESIDENTS 3 DAYS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. 16. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NC PROFESSIONAL LAND SURVEYOR AT CONTRACTORS EXPENCE, 17. THE CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY, OR DIRECTED BY THE CITY PROJECT MANAGER, IN ADDITION TO THE U MEASURES SHOWN IN THESE PNS, DURING CONSTRUCTION FOR SEDIMENT AND EROSION CONTROL. 18. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE AND CONDITION UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 19. NO CONSTRUCTION, EXCAVATION, OR DEMOLITION SHALL BEGIN UNTIL EROSION CONTROL MEASURES ARE INSTALLED. 20. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS. 21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FENCING AND / OR SIGNAGE AS NECESSARY TO INFORM THE PUBLIC ABOUT AND TO PROTECT THE PUBLIC FROM ACCESS TO CONSTRUCTION ACTIVITIES AND TRAFFIC CONTROL MEASURES. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR PROVIDING ADDITIONAL FENCING AND / OR SIGNAGE PER FURTHER DIRECTION FROM THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY. 22. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED BETWEEN CONTRACTOR AND CRY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS, LANDSCAPING, TREES, AND ANY OTHER APPURTENANCES WHICH OCCUR AS A RESULT OF PERFORMING THE CONSTRUCTION DESCRIBED ON THE DRAWINGS. 24. THE CONTRACTOR SHALL SUBMIT REDUNED AS -BUILT DRAWINGS WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS SHALL BE OBSERVED BY A NC PROFESSIONAL LAND SURVEYOR. 25. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK AND SERVICES FOR ALL SITE CLEARING, SITE EXCAVATION, FILLING, AND BACKFILLING FOR STRUCTURES, SUCH AS DRAINAGE STRUCTURES, DRIVEWAYS PAVEMENTS, INCLUDING BORROW, HAULING, WETTING. ROLLING, AND OTHER OPERATIONS PERTAINING THERETO WITHIN THE CLEARING LIMITS, COMPLETE ALL AS SHOWN ON THE CONTRACT PLANS, CONTRACT DOCUMENTS, AND AS STATED BY THE CITY PROJECT MANAGER. 26. NO MUD OR CONSTRUCTION DEBRIS IS ALLOWED TO ACCUMULATE ON ANY PAVED STREET WHICH IS MAINTAINED OR IS PROPOSED TO BE MAINTAINED BY -THE COUNTY, CITY OR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 27. SEE ROADWAY CROSS SECTIONS FOR TOP OF CURB ELEVATIONS. 28. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED UPON COMPLETION OF WORK. ALSO SEE CONSTRUCTION SEQUENCE ON SHEET T3 FOR MORE DETAILS OF PERMANENT AND TEMPORARY SEEDING. 29. CONTRACTOR SHALL SUBMIT THE DEWATERING PUN TO THE CITY PROJECT MANAGER FOR APPROVAL PRIOR TO PRE -CONSTRUCTION MEETING. 30. ALL GRAVEL FROM PUMP MOUND DIKES SHALL 9E REMOVED AND DISPOSED OFFSITE BY CONTRACTOR. DISTURBED STREAM BANKS SHALL BE GRADED TO MATCH ADJACENT SLOPES, COIR MATTED AND PERMANENTLY SEEDED UPON COMPLETION OF WORK. 31. THE CONTRACTOR SHALL SUBMIT A SEWER BYPASS PLM SEALED BY A NC PROFESSIONAL ENGINEER TO THE CITY PROJECT MANAGER, AND THE CITYS PUBLIC UTILITIES DEPARTMENT FOR APPROVAL PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITYS PUBLIC UTILITIES DEPARTMENT. PUMPS SHOULD BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. T P EHE CONTRACTOR SWILL SECURE LAMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION. PUMPING OPERATIONS SHALL BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION BY pPPERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. CONTRACTOR SHALL PROVIDE 1001[ REDUNDANCY FOR PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS SHALL BE CONNECTED TO THE BYPASS FORCE MAN TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. 32. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL DE -ACES DAILY AND AFTER EVERY RAIN. THE CONTRACTOR SHALL PROPERLY DISPOSE OF TRAPPED SEDIMENT AS REQUIRED TO MAINTAIN DEVISES IN GOOD WORKING ORDER. TRAPPED SEDIMENT SHALL NOT ACCUMULATE TO MORE THAN ONE HALF OF THE VOLUME OF DEVICES (LEVEL SPREADER, SILT FENCE, ETC.). THE CONTRACTOR SHALL MAINTAIN DEVICES ACCORDING TO THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND CITY OF RALEIGH STANDARDS. REPAIRS SHALL BE MADE THE SAME DAY THAT DAMAGED OR MISSING EROSION CONTROL MEASURES ARE DISCOVERED. 33. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN AND DESIGN PREPARED AND SEALED BY A NC PROFESSIONAL ENGINEER TO THE CRY PROJECT MANAGER 10 CALENDAR DAYS PRIOR TO EXCAVATION OPERATIONS. 34. CONTRACTOR SHAT MAINTAIN PEDESTRIAN ACCESS TO PRIVATE PROPERTY AT ALL TIMES. CONTRACTOR SHALL SUBMIT THE DESIGNS OF TEMPORARY PEDESTRIAN FOOTBRIDGES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA FOR REVIEW AND APPROVAL BY THE CITY PROJECT MANAGER AND CITY'S CONSTRUCTION PLAN REVIEW DIVISION. CONTRACTOR SHALL PROVIDE TEMPORARY PARKING PADS FOR THE RESIDENTS AS INDICATED IN THE PLANS AND SPECIFICATIONS. LOCATIONS OF TEMPORARY PARKING PADS SHALL BE APPROVED BY THE CITY PROJECT MANAGER PRIOR TO CONSTRUCTION. 35. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE UNITS OF DISTURBANCE AS NECESSARY TO PERFORM CONSTRUCTION PER THE CONTRACT DOCUMENTS. 36. CONTRACTOR SHALL PROVIDE A PROGRESS PUN TO THE CITY OF RALEIGH AT A MINIMUM OF EVERY 2 WEEKS. 37. CONTRACTOR SHALL HAVE A NORTH CAROLINA REGISTERED ARBORIST DIRECT THE PROPER ROOT PRUNING, ROOT TRIMMING, DE-UMBING AND ROOT BRIDGING PROCEDURES AS SHOWN ON THE PLANS AND AS NECESSARY TO PRESERVE TREES IF SILT FENCE, TREE PROTECTION FENCE, OR TEMPORARY WATER SERVICE LINE IS CALLED TO BE INSTALLED THROUGH THE ROOT ZONE OF A TREE THAT IS OUTSIDE OF THE LIMITS OF DISTURBANCE AND THEREFORE NOT CALLED OUT FOR DEMOLITION ACTIVITIES. 38. LIMITS OF DISTURBANCE IS 4.D9 ACRES. 39. ALL WORK TO BE PERFORMED 'IN THE DRY. CONTRACTOR SHALL PROVIDE DIVERSIONS, PUMP MOUNDS, WELL POINTS, AND SUMPS AS NECESSARY TO ESTABLISH A DRY WORKING ENVIRONMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE FOUNDATIONS OF ALL STRUCTURES INSTALLATIONS INCLUDING ENGINEERED WALLS, MANHOLES, JUNCTIONS BOXES, HEADWALLS, WINGWALLS, DRIVEWAY BRIDGES, AND BOX CULVERTS SHALL BE DEWATERED TO A MINIMUM OF 12 INCHES BELOW THE LOWEST LEVEL OF THE STRUCTURE FOUNDATION. 40. MINIMUM REQUIRED FIRE FLOW TO TEMPORARY AND PERMANENT FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES 41. APPROVED ACCESS SHALL BE MAINTAINED FOR FIRE APPARATUS AT ALL TIMES CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION NI Coad,dma mud IA i, accord ,it oll L-1, Stat,. arM FA,i-I RYlao and R".MDoa, Cz Rorl*,i PROPOSED =OQb WETLAND ��� a _ SEAL _ ROAD SIGN y .• 042236 .2Zc POWER POLE LIGHT POLE F� GUY WIRE y� ZKVY'77A•-�L F CLEAN OUT IAW`QA`�'QQ SW SMITHY SEWER MANHOLE DROP INLET + JUNCTION BOX LATCH BASIN TREE (SHRUB) GRAVEL OVERHEAD ELECTRIC GAS LINE UNDER DRAIN STORM WATER MAIN _ WATER SERVICE - GROUND -_ CONCRETE rt� WOVEN WIRE FENCE WOOD FENCE rt� CHAIN LINK FENCE Tr GUARD RAL /yVVVyrh TREE UNE STREAM CENTERLINE DITCH SANITARY SEWER MAN f SANITARY SEWER LATERAL Q BORING GEOTECHNICALNICAL ARE S SPOT ELEVATION �P WATER METER WATER VALVE T FIRE HYDRANT SIGN PA A MAILBOX COIR MATTING CONTOUR OP N WATER VALVE WATER MAIN BEND IP SLOPE LIMITS OF DISTURBANCE - CURB AND GUTTER ®a • • PERMANENT PUBLIC DRAINAGE EASEMENT • PERMANENT PRIVATE DRAINAGE EASEMENT PERMANENT UnLRY EASEMENT - - - T�PORARY CONSTRUCTION EMENT X REMOVE TREE NOW: 1. TREE DIAMETER IS MEASURED AT CHEST HEIGHT. 2. TREES REFERENCED IN THE PUNS, BUT NOT SHOWN IN THIS TABLE ARE LESS THAN B' IN DIAMETER. SEE NOTES ON SHEETS C5 -C8 SILT FENCE TREE PROTECTION CONSTRUCTION FENCE SAW -CUT LINE EXISTING GRADE ELEVATION 75' LEFT OF CENTER UNE OF PROPOSED SANITARY SEWER LINE EXISTING GRADE ELEVATION 75' RIGHT OF CENTER LINE OF PROPOSED SANITARY SEWER LINE CHECK DAM SILT FENCE GRAVEL OUTLET RIP RAP /57 STONE FLARED END SECTION ROCK PIPE INLET PROTECTION (TEMPORARY) PUMP AROUND OUTLET PROTECTION INLET PROTECTION (TEMPORARY) RESIDENTIAL CONSTRUCTION ENTRANCE (TEMPORARY) TEMPORARY WATTLE GENERAL NOTES 1 HORIZONTAL AND VERTICAL CONTROL IS REFERENCED TO NC STATE PLANE COORDINATES AND CAN BE SEEN ON SHEETS T4 AND Cl. OBTAINED FROM VRS, GPS OBSERVATIONS AS LISTED: N = 736069.75 (NAD 83) E = 2086724.12 (NAD 83) EL = 365.90 (NAND 88) LOCATED NEAR INTERSECTION OF PINEVIEW DRIVE AND LILES ROAD, CITY OF RALEIGH, NC. 2. LISTED PROPERTY OWNERSHIP INFORMATION BASED ON THE WAKE COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) AS PUBLISHED ON MAY 09, 2007. UPDATED WITH PROPERTY OWNER INVESTIGATION ON AUGUST 16, 2010 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON NOVEMBER 4, 2011 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON JUNE 6, 2012 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON JANUARY 11, 2016 THROUGH WWW.WAKEGOV.COM 3. BOUNDARY LINES DRAWN FROM FIELD SURVEY OF PROPERTY EVIDENCE AND REFERENCED INFORMATION AS SHOWN HEREON AND WITHOUT THE BENEFIT OF A COMPLETE AND ACCURATE REAL ESTATE TITLE ABSTRACT. 4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROJECT NUMBER 06-68. 5. WATER AND SEWER MAINF RALEIGH PUBLIC UTILITIES S ZE AND MATERIAL WERE PROVIDED BY CITY 0 ES DEPARTMENT. WATER AND SEWER MAIN SIZE AND MATERIALWERE THEN UPDATED WRAP FIELD INFORMATION FROM SURVEY PERFORMED BY DEWBERRY ENGINEERS INC. AND SUBSURFACE UTILITY INVESTIGATION PERFORMED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROTECT NUMBER 06-68. 6. SOIL BORINGS AND ANALYSIS WERE COMPLETED BY GEOTECHNOLOGIES, INC. DURING SUBSURFACE INVESTIGATION PROJECT NUMBER 1 -06 -0952 -EA. 7. PRIVATE UTILITIES SHALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL CONTACT PSNC ENERGY REGARDING GAS AND COORDINATE RELOCATION. COORDINATE WITH THE PRIVATE UTILITY COMPANY IF PRIVATE UTILITIES CONFLICT WITH CONSTRUCTION ACTIVITIES BEFORE DISTURBING UTILITIES. B. ANY EXCESS SOIL MAY BE STOCKPILED AT AN APPROVED UPLAND SITE PROVIDED BY THE CONTRACTOR, THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR CONTACTING THE CITY CONSERVATION SECTION FOR APPROVAL, INSPECTION, SUBMITTAL, PERMITS, AND FEES AS APPLICABLE ASSOCIATED WITH THE STOCKPILE LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL EXCESS MATERIAL FROM PROTECT SITE. 9. THE CONTRACTOR SHALL ATTEND A MANDATORY PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION. 10. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS, AS WELL AS PERMITS AND APPROVALS, ON THE JOB SITE AT ALL TIMES. 11. THE CONTRACTOR SHALL HAVE A COMPLETE SOIL AND EROSION CONTROL PLAN ON THE JOB SITE AT ALL TIMES. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AND NCDOT, IF APPLICABLE. 13. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CITY PROJECT MANAGER. 14. THE CONTRACTOR SHALL COMPLY WITH THE NC UNDERGROUND UTILITY SAFETY AND DAMAGE PREVENTION ACT AND CONTACT 811 WITH IN 3 TO 12 FULL WORKING DAYS PRIOR TO THE PROPOSED COMMENCEMENT DATE OF EXCAVATION OR DEMOLITION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICE ENCOUNTERED WITHIN 4 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY RESIDENTS 3 DAYS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. 16. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NC PROFESSIONAL LAND SURVEYOR AT CONTRACTORS EXPENCE, 17. THE CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY, OR DIRECTED BY THE CITY PROJECT MANAGER, IN ADDITION TO THE U MEASURES SHOWN IN THESE PNS, DURING CONSTRUCTION FOR SEDIMENT AND EROSION CONTROL. 18. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE AND CONDITION UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 19. NO CONSTRUCTION, EXCAVATION, OR DEMOLITION SHALL BEGIN UNTIL EROSION CONTROL MEASURES ARE INSTALLED. 20. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS. 21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FENCING AND / OR SIGNAGE AS NECESSARY TO INFORM THE PUBLIC ABOUT AND TO PROTECT THE PUBLIC FROM ACCESS TO CONSTRUCTION ACTIVITIES AND TRAFFIC CONTROL MEASURES. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR PROVIDING ADDITIONAL FENCING AND / OR SIGNAGE PER FURTHER DIRECTION FROM THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY. 22. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED BETWEEN CONTRACTOR AND CRY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS, LANDSCAPING, TREES, AND ANY OTHER APPURTENANCES WHICH OCCUR AS A RESULT OF PERFORMING THE CONSTRUCTION DESCRIBED ON THE DRAWINGS. 24. THE CONTRACTOR SHALL SUBMIT REDUNED AS -BUILT DRAWINGS WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS SHALL BE OBSERVED BY A NC PROFESSIONAL LAND SURVEYOR. 25. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK AND SERVICES FOR ALL SITE CLEARING, SITE EXCAVATION, FILLING, AND BACKFILLING FOR STRUCTURES, SUCH AS DRAINAGE STRUCTURES, DRIVEWAYS PAVEMENTS, INCLUDING BORROW, HAULING, WETTING. ROLLING, AND OTHER OPERATIONS PERTAINING THERETO WITHIN THE CLEARING LIMITS, COMPLETE ALL AS SHOWN ON THE CONTRACT PLANS, CONTRACT DOCUMENTS, AND AS STATED BY THE CITY PROJECT MANAGER. 26. NO MUD OR CONSTRUCTION DEBRIS IS ALLOWED TO ACCUMULATE ON ANY PAVED STREET WHICH IS MAINTAINED OR IS PROPOSED TO BE MAINTAINED BY -THE COUNTY, CITY OR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 27. SEE ROADWAY CROSS SECTIONS FOR TOP OF CURB ELEVATIONS. 28. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED UPON COMPLETION OF WORK. ALSO SEE CONSTRUCTION SEQUENCE ON SHEET T3 FOR MORE DETAILS OF PERMANENT AND TEMPORARY SEEDING. 29. CONTRACTOR SHALL SUBMIT THE DEWATERING PUN TO THE CITY PROJECT MANAGER FOR APPROVAL PRIOR TO PRE -CONSTRUCTION MEETING. 30. ALL GRAVEL FROM PUMP MOUND DIKES SHALL 9E REMOVED AND DISPOSED OFFSITE BY CONTRACTOR. DISTURBED STREAM BANKS SHALL BE GRADED TO MATCH ADJACENT SLOPES, COIR MATTED AND PERMANENTLY SEEDED UPON COMPLETION OF WORK. 31. THE CONTRACTOR SHALL SUBMIT A SEWER BYPASS PLM SEALED BY A NC PROFESSIONAL ENGINEER TO THE CITY PROJECT MANAGER, AND THE CITYS PUBLIC UTILITIES DEPARTMENT FOR APPROVAL PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITYS PUBLIC UTILITIES DEPARTMENT. PUMPS SHOULD BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. T P EHE CONTRACTOR SWILL SECURE LAMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION. PUMPING OPERATIONS SHALL BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION BY pPPERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. CONTRACTOR SHALL PROVIDE 1001[ REDUNDANCY FOR PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS SHALL BE CONNECTED TO THE BYPASS FORCE MAN TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. 32. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL DE -ACES DAILY AND AFTER EVERY RAIN. THE CONTRACTOR SHALL PROPERLY DISPOSE OF TRAPPED SEDIMENT AS REQUIRED TO MAINTAIN DEVISES IN GOOD WORKING ORDER. TRAPPED SEDIMENT SHALL NOT ACCUMULATE TO MORE THAN ONE HALF OF THE VOLUME OF DEVICES (LEVEL SPREADER, SILT FENCE, ETC.). THE CONTRACTOR SHALL MAINTAIN DEVICES ACCORDING TO THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND CITY OF RALEIGH STANDARDS. REPAIRS SHALL BE MADE THE SAME DAY THAT DAMAGED OR MISSING EROSION CONTROL MEASURES ARE DISCOVERED. 33. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN AND DESIGN PREPARED AND SEALED BY A NC PROFESSIONAL ENGINEER TO THE CRY PROJECT MANAGER 10 CALENDAR DAYS PRIOR TO EXCAVATION OPERATIONS. 34. CONTRACTOR SHAT MAINTAIN PEDESTRIAN ACCESS TO PRIVATE PROPERTY AT ALL TIMES. CONTRACTOR SHALL SUBMIT THE DESIGNS OF TEMPORARY PEDESTRIAN FOOTBRIDGES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA FOR REVIEW AND APPROVAL BY THE CITY PROJECT MANAGER AND CITY'S CONSTRUCTION PLAN REVIEW DIVISION. CONTRACTOR SHALL PROVIDE TEMPORARY PARKING PADS FOR THE RESIDENTS AS INDICATED IN THE PLANS AND SPECIFICATIONS. LOCATIONS OF TEMPORARY PARKING PADS SHALL BE APPROVED BY THE CITY PROJECT MANAGER PRIOR TO CONSTRUCTION. 35. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE UNITS OF DISTURBANCE AS NECESSARY TO PERFORM CONSTRUCTION PER THE CONTRACT DOCUMENTS. 36. CONTRACTOR SHALL PROVIDE A PROGRESS PUN TO THE CITY OF RALEIGH AT A MINIMUM OF EVERY 2 WEEKS. 37. CONTRACTOR SHALL HAVE A NORTH CAROLINA REGISTERED ARBORIST DIRECT THE PROPER ROOT PRUNING, ROOT TRIMMING, DE-UMBING AND ROOT BRIDGING PROCEDURES AS SHOWN ON THE PLANS AND AS NECESSARY TO PRESERVE TREES IF SILT FENCE, TREE PROTECTION FENCE, OR TEMPORARY WATER SERVICE LINE IS CALLED TO BE INSTALLED THROUGH THE ROOT ZONE OF A TREE THAT IS OUTSIDE OF THE LIMITS OF DISTURBANCE AND THEREFORE NOT CALLED OUT FOR DEMOLITION ACTIVITIES. 38. LIMITS OF DISTURBANCE IS 4.D9 ACRES. 39. ALL WORK TO BE PERFORMED 'IN THE DRY. CONTRACTOR SHALL PROVIDE DIVERSIONS, PUMP MOUNDS, WELL POINTS, AND SUMPS AS NECESSARY TO ESTABLISH A DRY WORKING ENVIRONMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE FOUNDATIONS OF ALL STRUCTURES INSTALLATIONS INCLUDING ENGINEERED WALLS, MANHOLES, JUNCTIONS BOXES, HEADWALLS, WINGWALLS, DRIVEWAY BRIDGES, AND BOX CULVERTS SHALL BE DEWATERED TO A MINIMUM OF 12 INCHES BELOW THE LOWEST LEVEL OF THE STRUCTURE FOUNDATION. 40. MINIMUM REQUIRED FIRE FLOW TO TEMPORARY AND PERMANENT FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES 41. APPROVED ACCESS SHALL BE MAINTAINED FOR FIRE APPARATUS AT ALL TIMES CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION NI Coad,dma mud IA i, accord ,it oll L-1, Stat,. arM FA,i-I RYlao and R".MDoa, Cz Rorl*,i TRANSPORTATION FIELD =OQb PUBLIC UTILITIES_ a _ SEAL _ STORM WATER_ y .• 042236 .2Zc i9q �,N f4�• i" PLANING ZKVY'77A•-�L F FIRE IAW`QA`�'QQ URBAN FORESTRY_ L© O r\ � o z O Q N ~-_jO Z o � J Q L U) O LJ w Q) LLJ Z p w Do J N O O I O N DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS NO. DATE SCALE N. T. S. PROJECT 50079707 T2 OF W /7OG SARAH ER . g z Ts rstaw�. 9D' r% \ MARY C.LEMNCS, TRUSTEE OF ,fi \ THE MARY C. LEMNGS REVOCABLE TRUST ., iAOlr k +e •; ARNOLDUS A VERHOENEN MOK%' GUEDI EUZABER7 BYRD ' AND WIFE M& MVRO AND WIFE . % .p \ ROSflNRIE VERHOENEN WARREN BAND GINA BROWN-GUEDIRA GERALD K. GRMWI RICHARD 5. WMR EDWs r pSDrNPHy DA r SEW m�no rztw n to r no SAND WI�FE� AND WIFE AND WIFE IANDMWIFE 1. GEORGE V. PECCI S^GmRAH1AM KAREN ROYCE WARR tz nets te, N qz \ I.I mo m „Wnwr y JUOffN �YnD�NPHY MIO WI E GNLNO POSEY nxeviu °x ° '' ly JANET T. P y I r N n z IV KNpps.qq�s,, d \ .• '` PAIAK:•1 N. IIVMAIW" .zt�,,-.r. 3 lk ate° .� tea n tw .Y d 'FA^4 i��'. '.. _ .� \1• ,y : ,ate' RAYMOND k FLORENCE VICKERY CHRIS10PI1ERELOW 9l" s — — — •. T�= w t "'>`. GABRIEllA SHEIOW yyBBEERRLLr� CHUTff ALLEN '.� «^.,*da^="rw ,.�. -„-.� ',, air;.. _.9`..,r.�..r,= ., _ �. .., -z? --� `' ——•--tlrir= ��'�"/'I`.-� �.«� yy r N oma.._ DMIA _`.•� -- P„ JASON DOSWfY & LSA GOULDIE � r q•ar s• r nlrar rear SQL \ a tan n tm v r MILT MICHAEL 5. CLNiK \\ ELWM R. THIBAULT DEAN B. NAIILFA \ ,�« AND WIFE KENNETH 0. MERLIN AND AND MELISSA R. THIBAULT AND WIFE SUSAN E. K LER COURTNEY D. CLARK ' r ° r lW n s n. °• toNE E JONA P. MmUN CRAIG—A. BMONOLOMEW t r the n to BRENf DWAYNE ELLER r talo n tr _ AND WIFE \ AND WIFE 'TM n m m to am r ROBERT J. HARVEY ` ” « \ r„ aaelrna MEUSSA P BARRiOLOMEW " � ELIZABETH��ON ELLER STANLEY BOGANEY ttrnta nttmrl•nr KIMBERLY CURRY EVANS NItlraie "' °" r f� n a• x o\lid— AO ram na• k. r lMntr •.11Y s°° axcxEw nx ROBERT J. SOTAK \ nn mrT °x. FERNANDO H. MAGAILANES °x. DANIEL CABRAL. TRUSTEE AND AND WIFE \ JAM T% PENN ANNE LOPEZ 01lt TRUSTEE HEE SOOK SONO \ AND WIFE PATRE W. PENN nm.• n t°NsmK a s k 4 FOR REVIEW ONLY W NOT USE RIR CONSTRUCTION N 60 0 30 60 120 I INCH = 60 FEET 1 N w U V P5C W w a� C � W V / C7 o x CD Q w STORM WATER z Q = z w URBAN FORESTRY bN 4`G� ,o Q � a U 1 N SCALE CRY Of RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION W 0C 1 „v6D= W V / TRANSPORTATION FIELD SERVICES 50079707 vu5uc ununes CD Q STORM WATER PUNNING Q = co URBAN FORESTRY z T\ o 0 0 � o IU N U u _D (7 z 0 � ? O W J cn z z zL, ; O W o N o � > o O � CL N cncn DATE: JUN 2017 DRAWN By.. JEW CHECKED BY: PLC REVISIONS N0. I DATE INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CRY Of RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION All Con.—VIn — W in oacordana. ith all Laoal, stale, ane F.d.nl Rule. and Rpulolions 1 „v6D= PROJECT TRANSPORTATION FIELD SERVICES 50079707 vu5uc ununes STORM WATER PUNNING T 6 FIRE URBAN FORESTRY /1"', / JUUEN AYROLES PT p W S= eKROCHEER NNl SET f 20WB%24.1Z / ARNOLDUS A. VERHOENEN ELIZABETH—em +�\µ0 WIFE ROSEl1µIl tZR HOENEN 4e'P RAYMOND k RORENCE NICKER! _ `. d` BYRON BAIRO WARREN BAIRO PATRICM MY" DEL7M _ t09 \Lae -- •zz =ixn.n m qz JASON DOSSAA k USA ODULOIE -. +�" ntiEr� en ELWIN R.THIRAULT µ0 WIFE KENNETH 0. MEDLNi µ MELISSA R. THIBAULT D WIFE CRAIG A. BARTHOLOMEW sAd� \ BREW OWAYNE ELLER J01N P. MEDUN µ0 WIFE \ AN WIFE MELISSA eP BARIMOLOMEW y_ z» sem" °A ELIZABET SHELTON ELLER KIMBERLY CURRY-EVANS ) s mn \ TE\ v IT:Q l=EY ROBERT J. 50Tµ FERNANDO H. MACALIANES n.• swn ay. AND WIFE \ HEESOOK SONG N o.l ml I I DANIEL M, POSEY µ0 WIFE GAIL B POSEY CHRISTOPHER SHELOW GABRIELLA nS ov SOW All Cmd,c m must W iA wwM- ." aN Lwal. Stora. oM Fe .l Rules aM Re .time O�p1N CARO A77i ��bESSJd`�yrs TRµSPORTATION FIELD SERVICES 1' Pueuc ununfs MARY C. LENINGS. TRUSTEE OF \ THE MARY C. LENNGS STORM WATER PLANNING FRE URBAN FORESTRY REAOFABLLl TRUST MOFMMIIED GUEOIRA AND WIFE GIN1 BROWN—GUEDI" 1;11 1zWs r�c"�uIATief i \ EDWARD JAMES DUNPHY µD WIFE GEORGE V. PEC CI JUDITH=Y DUHPHY µ0 WIFE GERALD K. GRAHAM g µ D WIFE RAMONA s. GRAHAM 8 RICS. WARR WJIO µ D WIFE KAREN ROYC"aE WARR MICHAEL S.CLARK AND SUSAN EWWLER COURTNEY D CLARKAH D w_ Ift § m, •zz =ixn.n m qz JASON DOSSAA k USA ODULOIE -. +�" ntiEr� en ELWIN R.THIRAULT µ0 WIFE KENNETH 0. MEDLNi µ MELISSA R. THIBAULT D WIFE CRAIG A. BARTHOLOMEW sAd� \ BREW OWAYNE ELLER J01N P. MEDUN µ0 WIFE \ AN WIFE MELISSA eP BARIMOLOMEW y_ z» sem" °A ELIZABET SHELTON ELLER KIMBERLY CURRY-EVANS ) s mn \ TE\ v IT:Q l=EY ROBERT J. 50Tµ FERNANDO H. MACALIANES n.• swn ay. AND WIFE \ HEESOOK SONG N o.l ml I I DANIEL M, POSEY µ0 WIFE GAIL B POSEY CHRISTOPHER SHELOW GABRIELLA nS ov SOW 60 0 30 60 120 1 INCH = 60 FEET FOR REVIEW ONLYI I CITY OF RALEIGH -PANS AUTHORIZED FOR CONSTRUCTION I DO KOTMSEIpRCOKSTRMCIION I All Cmd,c m must W iA wwM- ." aN Lwal. Stora. oM Fe .l Rules aM Re .time O�p1N CARO A77i ��bESSJd`�yrs TRµSPORTATION FIELD SERVICES 1' Pueuc ununfs ;4 SEAL =_ =i 042236 Z= 1� 41, ���•� STORM WATER PLANNING FRE URBAN FORESTRY OEVIN 8. KµLER AND MICHAEL S.CLARK AND SUSAN EWWLER COURTNEY D CLARKAH n mn oa. e)or eNrt d< ROBERT J. HARVEY _ -- Jeos x.r m. DANIELABBRAL. TRUSTEE 1 q JOHN TNOWIF PENN µD WIFE ANNE LOPEZ GBRAL.pTRUSTEE PATTIE W. PENN ,mz ; J 60 0 30 60 120 1 INCH = 60 FEET FOR REVIEW ONLYI I CITY OF RALEIGH -PANS AUTHORIZED FOR CONSTRUCTION I DO KOTMSEIpRCOKSTRMCIION I All Cmd,c m must W iA wwM- ." aN Lwal. Stora. oM Fe .l Rules aM Re .time O�p1N CARO A77i ��bESSJd`�yrs TRµSPORTATION FIELD SERVICES 1' Pueuc ununfs ;4 SEAL =_ =i 042236 Z= 1� 41, ���•� STORM WATER PLANNING FRE URBAN FORESTRY � a w o a w w z z w Q �a � U O 1 Y1 J NpQ- •L LL U M cio�a�1 Z .. Zama 3 r �37a*S N W p W un Q 3 Q Q c) N Q � ~ N C7 U U -D Lo o Lo 0 Q W .I Q o m� cn~ W O z zwEL 0w" 0 O N Lo DATE, JUN 2017 DRAWN BY. JEW CHECKED BY. PLC REVISIONS N0. I DATE SCALE 1 "=60' PROJECT 50079707 T7 OF _^ SFE SLEET C12 NOW OR FORMERLYNOM OR FORMERLY \ ,,. FOR PINEVM DR ARNOLDUS A. VERHOENEN \ PATRICIA N. HYMAN \ . 3 SabllYwATM DESIGN AND WIFE DB 2897 PG 354 BM C P 1958 C 178 55` ROSEMARIE VERHOENEN \ PIN o59 P1e6 \ 4� SIDEWALK ACCESS BWM 1959 PPC f76 \ 3734 SWIFT DR. \ RAMP. SEE DETAIL PIN . ON SHEET R7 un PI PI TEMPORARY CONSTRUCTION EASEMENT CATCH BASIN (TYP). (r SEE DETAIL 3/D4r CONCRETE DRIVEWAY. MATCH REPLACE 4• CPP AND. TIE TO DROP INLET (TYP). LINE AND GRADE OF EXISTING DRIVE. SEE DETAIL 3 D72 4• SEE DETAIL 1/D5 PRG PENETRATE CURB WITH \ / WATER TIGHT GROUT. SEAL \ CONNECTION. L. 15 RCP 1 \ S L FENCE 'i -OQ 6a CB -27 COIR MATTING (TYP). Q e SEE DETAIL 1/D2 TEMPORARY CONSTRUCTION EASEMENT \ 3730 SWIFT DR PERMANENT PRIVATE DRAINAGE EASEMENj \ - - — -MH-25/1CB-26 START RIPRAP `143 - STA. 10+23 TIE 15• RCP TO RBC WITH WATER \ .PROP.- 51 _rL-- NOW OR FORMERLY i 24' RCSP'. ,35? DELNA R MILLS ; FEs 24 _ DS 2094 PD 106 =IBR 1969 PG 1 r \ PIN 0763 1422 `YNiEV 10+00 ,� "rp1C sc 1,4-.. I351 _W \ 11wD 'Rfly`- e' X 5' BOX CULVERT. f�/ LL LOD 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL e _ AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED ' r PERMANENT PUBLIC -___-- DRAINAGE EASEMENT _ Downstream Plug, have Perm Oed Plans on Jab site or any other Viio/stio, of City of Raleigh Standards willresult in a Fine and Possible m fut Exclusion froure work in the Crtyof Raleigh. CLASS 1 RIP RAP SEE DI -2 GRADING AND ERQ1SJ0bl„_ - --CONTROL PLAN- -SEE STRUCTURAL DETAILS .I 7. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX FOR HEADWALL/WJNGWAIL j DETAILS (TYP). i _-NI STALL 4 LF OF CHAIN,NNK FENCE DOUBLE 10' X 6' --'` RCB WITH CONCRETE TEMPORARY CONSTRUCTION WINGWALLS. SEE EASEMENT NOTES 7, 8 ANDS. 24• RCP TO RBC WITH WATER CAST IN -RACE IS TIGHT GROUT SEALED CONNECTION. NOTALLOWED FOR SEE DETAIL 2/S1 THIS DOUBLE RCB NOW OR FORMERLY BYRON BAIRD \ WARREN BAIRD . DB 16216 FG 1059 BM 1984 PG 217 PIN 0783750788 TEMPORARY CONSTRUCTION EASEMENT \ 3730 SWIFT DR PERMANENT PRIVATE DRAINAGE EASEMENj \ CONCRETE SIDEWALK P). SEE DETAIL 2/D12 ' �2xs 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON TIE 15• RCP TO RBC WITH WATER \ O TIGHT GROUT SEALED CONNECTION. FOR CLARITY. SEE DETAIL 2/S1 ��34g 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE _ AISPHALT - . A WENT CURB AND GUTTER. _ _ ENGINEERED WALL H SEE DETAIL 6/D71 - -�E-NOTE W SWIFT DR - - . - -' a N Ss BO PUBLIC R/W — _ SS rA LL �, ENGINERED A _ N SS SEEN A 347— 45---L'..- ------ _ _ ____ .-_� i 12*Dp 12.50 - i...�_ _1 34 - 342 -343 PROP (2) 10x6 RCB 346 -- 347 - -' C1A55 1 RIPRAP -- 348 - - v� • YO_ .10, 12x5 RCB WITH CON 1D CRETE .. - - - WINCWiCCCS ATLPSiREAM-EN[1`-- C _ __ _ _ - - - - -COIR MATTING (TYP). SEE NOTES 8 AND 9. _ - _ SEE DETAIL 1/02 GRAVEL DRNEWAY MATCH LINE - PERMANENT PUBLIC 1 ,P AND GRADE OF. EXISTING DRIVE. DRAINAGE EASEMENT ccc nETpn Dt (TYP \ --- -- EASEMENT ENT UTILITY �101, - ®� I NOW OR FORMERLY END OF PAVING MATCH ELWIN R. THIBAULT EXISTING LINE AND GRADE. NOW OR FORMERLY AND WIFE SEE DETAIL 3/D11 JASON DOSSARY & USA GOULDIE I MELISSA R. THIBAULT DB 13577 PG 1999 D8 7626 PG 258 BM 1960 PG 180 I BM 1960 PG 160 PIN 0783559514 PIN 050 PC 446 1501 PINEMEW DR. I 3731 SWIFT DR. r� CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING FINISHED GRADE AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY AWL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND ¢ ENGINEERED WALL SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES 0 SEE NOTES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNERS WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING WORK SEE 350 `^' SHEETS SHEETS EC6 FOR GRADING AND EROSION UTILITY C21 -C23 FOR CULVERT AND ALIGNMENT GEOMETRY AND 345 T x _ iv wa '340 CLASS 1 — RIP RAP TYP) VERTICAL SCALE I NCH = 2 FEET HORIZ NTAL _ SCALE 335 20 10 20 334 1 INCH = 20 FEET 68 LF DBL 6 11C.1N B WONC. W,,,.WALLS @ 1_SLOPE US 343.62 DSI 34290 EL. 342.9 MATCH RIP RAP TO CULVERTINVERT d.5' 4:r 17' 43' PLUNGE PLUNGE POOL 344. pOOL. ENGINEERED WAIL 75 LF DEPARTMENT at (919) 9964540 at least Z — - SEE NOTE 6- 12'X SRCB Wf GOING. WINGWALLS. twenty faun hours prior to beginning any of their W 3410(7! 1347 O1 , 37200 w 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR U SANITARY SEWER DESIGN INFORMATION. a 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME W d,a-1 i m �2xs 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON z O a. FOR CLARITY. W ��34g 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE z U U. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING z ENGINEERED WAIL 75 LF DEPARTMENT at (919) 9964540 at least Z — - SEE NOTE 6- 12'X SRCB Wf GOING. WINGWALLS. twenty faun hours prior to beginning any of their W 3410(7! 1347 O1 , 37200 @0.77%SLOPE US INV= 338.84, DS INV= 338.26 w SEE NATES 7 88 15• RCP CONNECTION m FINISHED GRADE 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR 6 SANITARY SEWER DESIGN INFORMATION. a 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME e' 0 DIP SANITARY SEWER pCe I UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. i m �2xs 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON NI a P00 PROFILE. SKEIN WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN `n FOR CLARITY. W/IWOSTEEL ��34g 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE w, SHOWN AS DASHED. - 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 'Rfly`- e' X 5' BOX CULVERT. f�/ LL LOD 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL e _ AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED �! BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE I SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND Downstream Plug, have Perm Oed Plans on Jab site or any other Viio/stio, of City of Raleigh Standards willresult in a Fine and Possible m fut Exclusion froure work in the Crtyof Raleigh. APPROVAL SEE WALL ALIGNMENTS SHEETS R5 -R8. - N I .I 7. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX j CULVERT ALIGNMENTS SHALL BE 4•. THE ACCEPTABLE RANGE OF - SEPARATION IS 2• TO 6•. ALSO SEE STRUCTURAL DETAILS SHEETS W O DATE: JUN 2017 ITO CULVERT INVERT 57-54. W r Vn B. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE rj // DRAWN BY. JEW CHECKED BY.- PLC - CULVERT BOTTOM, PROVIDE A MINIMUM OF 18. OF NCDOT /57 STONE FOR BEDDING Q I 9, FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE 7 Z N =9. 042236 Z� PROPOSED CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT IS A MINIMUM OF 6• BELOW THE Q O iyJ� N Al\A `� NO. DATE CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6. OF NCDOT ,157n� I O Know what's below. STONE FOR BEDDING u_ I U, Call before you dig. 10. ALL WATER SERVICES 0 J FOR REVIEW ONLY DO.0T O66 POR hbNarR —1-! CROSSING ABOVE THE STORM WATER CULVERT IN A PIPE I SHALL BE CASING AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE �- O N EDGES OF THE CULVERT. = U CONSTRUCTION PLAN APPROVAL cc: CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION W • •-/ , CL 11. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER U (n 1 "-20' H DESIGN INFORMATION. 7 Fs —1 RuWs and Rpulations 1-11 L j PROJECT SDD797D7 MA114 W/24.0 STEEL 6'13 DIP WATER ENCASEMENTPIPE N ATTENTION CONTRACTORS m Q ('� Q i a�vii ryi mei mp The Construction Contractor responsible for the M LL LSI QL [9 extension of water, sewer and/or reuse, as 350 approved in these plans is responsible for (7 Cl W L'LTJ FIRE contecb'n9 the PUBLIC WORKS DEPARTMENT O at (919) 996-2409, and the PUBLIC UTILITIES LV ENGINEERED WAIL 75 LF DEPARTMENT at (919) 9964540 at least Z — - SEE NOTE 6- 12'X SRCB Wf GOING. WINGWALLS. twenty faun hours prior to beginning any of their W 3410(7! 1347 O1 , 37200 CLASS 1 - RAP TYP) @0.77%SLOPE US INV= 338.84, DS INV= 338.26 w SEE NATES 7 88 15• RCP CONNECTION m FINISHED GRADE 16 LF m m 12' X 5' RCB a (d 0.87% SL PE construction. FAILURE to notify both Cay Departments in ativance of be ginning Construction, will result in Me issuance of nwnetay fines, and require O 1 W > N O O e' 0 DIP SANITARY SEWER GEOTEXTILE FABRIC Maty B STEEL NCDOT STONE TYPE 2 (TVP.) ENCASEMEEMS NT PIPE S BEDDING OYP). SEE NOTES 8 8 9 8• DIP WATER MAIN U W/IWOSTEEL ENCASEMENT PIPE CLASS 1 - RAP TYP) @0.77%SLOPE US INV= 338.84, DS INV= 338.26 w SEE NATES 7 88 15• RCP CONNECTION m FINISHED GRADE 16 LF m m 12' X 5' RCB a (d 0.87% SL PE construction. FAILURE to notify both Cay Departments in ativance of be ginning Construction, will result in Me issuance of nwnetay fines, and require O 1 W > N O O X r �m f reinstallation of any water or sewer facilities not T inspected as a mwft of this notification failure. U (� - FAR -URE to call for Inspection, /,stall a f�/ LL _ O I- 345 Downstream Plug, have Perm Oed Plans on Jab site or any other Viio/stio, of City of Raleigh Standards willresult in a Fine and Possible m fut Exclusion froure work in the Crtyof Raleigh. I L1_ 5— C14 U7 I EL_ 338.84 MATCH RIP RAP DATE: JUN 2017 ITO CULVERT INVERT �'OR'.F�SS1Id 7�Z 9 DRAWN BY. JEW CHECKED BY.- PLC - SEAL c =9. 042236 Z� REVISIONS 340 iyJ� N Al\A `� NO. DATE CONCRETE CRADLE FOR REVIEW ONLY DO.0T O66 POR hbNarR —1-! INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION • •-/ , 1"=2' V 1 NI Construction must M in c,r — Rh all Local. Slats. aril 1 "-20' H Fs —1 RuWs and Rpulations TRANSPORTATION FIELD SERVICES Pu9uc unun6s STORM WATER PROJECT SDD797D7 MA114 W/24.0 STEEL 6'13 DIP WATER ENCASEMENTPIPE N e o m r mm ' . r.. v a � i a�vii ryi mei mp � PIANNINC (7 t9 [9 0 (7 W W (7 Cl W (9 6 FIRE URBAN FORESTRY " W OF 13+50 14+00 14-50 REPLACE 18 LF OF NOW OR FORMERLY EXISTING 8'x5' RCB MARY C. LEVINGS, �STEE OF THE MARY C. LEVNG� $ REVOCABLE TRUST Q gB 9651 PG fq?! BM 1940 PG too PIN 0763751702 3726 SWIFT OR \ �\J�E Z JBS �4vqP15.50 -6' MIN SEP, RATION- CB-6 ATIO- CB-6 Lik6' DIP WATERMAIN \P MANENT PUBLIC yB NAGE EASEMENT un EAS T INOW OR FORMERLY BRENT DWAYNE ELLER AND WIFE ELIZABETH SHELTON ELLER DB 5236 PC 51 BM 1959 RG T76 PIN 0761751315 3727 SWIFT DR, I ¢= N m zEi LmJdlmi EJa5 xirZ 555 KVW NOW OR FORMERLY MOHAMMED GUEDIR( 340 AND WIFE RELOCATE GAS UTTER. MATCH E U E AND `�RAOE. GINA BROWN-GUEDIRA MAIN AND JUDITH KAY DUNPHY R P 11547 PC 2070 SERVICE AS � 00' T�'P 19621 PO 078375 NECESSARY TO \ S -i%7 ort.. R204 _ 3 2 wlFr ACCOMMODATE SEWER REPU \ 16 LF REPLACE 70 LF OF EXISTING 335 DRAINAGE EASEMENT r X 5' RCB (j 0.87% SLOPE 17.00 I- LL NCDOT STONE MATCH UNE Al 117 15. JBA2� 6 DIP BEDDING TYP) YMTERMAIN l J � ��342 _ , C. SWIFT DR \CB -14 SEE NOTES 7 A 8 60' PUBLIC R/W 330 �wr SS CATCH BASIN (TYP). SEE DETAIL 3/104 ASPHALT PAVEMENT -�/ ,r®r CURB AND GUTTER. ti "1' SEE DETAIL 6/D11 AND NDW 1X1 FORMERLr KIMBERLY CURRY-EVANS ENGINEERED WALLS SHALL BE SEGMENTA_ GRAVITY RETAINING WALL AND SHALL NOW OR FORMERLY MOHAMMED GUEDIR( TIE CURB AND CLTI 0 EXITING CUR AND WIFE RELOCATE GAS UTTER. MATCH E U E AND `�RAOE. GINA BROWN-GUEDIRA MAIN AND JUDITH KAY DUNPHY R P 11547 PC 2070 SERVICE AS � 00' T�'P 19621 PO 078375 NECESSARY TO \ S -i%7 ort.. R204 _ 3 2 wlFr ACCOMMODATE SEWER REPU \ PERMANENT PRIVATE REPLACE 70 LF OF EXISTING \ DRAINAGE EASEMENT —6'x5_RCB 17.00 I- LL MATCH UNE Al 117 15. JBA2� 6 DIP 6' DIP 15" RCP CONNECTION RCP SIDEWALK ACC SSERAMP (TYP). SEE DETAIL 3/D1O 1 6' DIP — a WATERMAIN Ss N� END OF PINING, EXI NO Now oR FDRMIDBY FCIf LIME AND GFbTE EDWARD JAMES DUNPHY AND WIFE \ JUDITH KAY DUNPHY R P EXISTING ISO. D RC R 4 DB 5252 PC 453 BM 1955 PC 204 I 783754435 3708 SWIFT � 00' T�'P -00 �� —1 ]vEJ61y; P NENT PUBLIC L DRAINAGE EASEMENT CB 12A PRO * i LOB \\ 24 R V, 17.50 GRAVEL DRIVEWAY DASHED. I- LL MATCH UNE Al Now oR MEI6Y 15. JBA2� 6 DIP a 6 P YMTERMAIN l J � ��342 _ , C. SWIFT DR \CB -14 F- 60' PUBLIC R/W SS �wr SS CATCH BASIN (TYP). SEE DETAIL 3/104 ASPHALT PAVEMENT -�/ ,r®r CURB AND GUTTER. ti "1' SEE DETAIL 6/D11 15' RCP CONNECTION 60' RCP f@•0.84% -_- 16,00 - 16-50 16+50 CRADLE 12" 0 DIP SANITARY — SEWER AWN W/ 24'0 STEEL ENCASEMENT PIPE 6'0 DIP WATER MAIN TEMPORARY GO UCTION Tn NOW OR FOIO,*Y; EASEMENT LACE 22 LF GEORGE V.'PECEI OF EXISTING22LF AND WIFE 8'x5' RCB JANET T. PECCI DB 2092 PC 136 BM 1995 PC 2 PIN 47831.11 MO INLET INLET (NP). N 3704 96111"1 SEE DETAIL 1/D5 t � 20' DRAINAGE EASEMENIT-�BM 1965 P$ DI -17 _ _ .. E L 9.00 F50 _ PROP B'x5' RCB- 1 ROP 60 �� ! .,..•. - - '" ..i: PROTECT EXISDNG JB -15 GAS SERVICE.®� SS COORDINATE WITH PSNC a w U � a ry y a i DI C � V SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. BOTTOM ELEVATION, 0 o W. a � L w ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS LOB \ V, 6' BELOW /57 STONE GRAVEL DRIVEWAY DASHED. I- LL MATCH UNE Al Now oR MEI6Y 15. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' GRADE OF EXISTING Q I SEE DETAIL 3/D12 I DEVIN B.FORKAHLER DRIVE (TYP). SEE BOX CULVERT. PIPE AND ENCAPSULATED DETAIL 3/012 AND NDW 1X1 FORMERLr KIMBERLY CURRY-EVANS ENGINEERED WALLS SHALL BE SEGMENTA_ GRAVITY RETAINING WALL AND SHALL NOW OR FORMERLY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS STANLEY BOGANEY SUSAN E. KAHLER FERNANDO H. MAGALLANES HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC DB 15945 PG 2664 DB 15815 PD 2644 BM 1960 PC 100 DB 6770 PG 344 BM 1960 PC Teo BM 1960 PC 160 PIN 0783752296 PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE CITY PROJECT PM 0761762310 Q 3719 SWIFT DR. c7 3723 SWIFT DR. MANAGER FOR REVIEW AND APPROVAL SEE WAIT ALIGNMENTS gAib h 15' RCP CONNECTION 60' RCP f@•0.84% -_- 16,00 - 16-50 16+50 CRADLE 12" 0 DIP SANITARY — SEWER AWN W/ 24'0 STEEL ENCASEMENT PIPE 6'0 DIP WATER MAIN TEMPORARY GO UCTION Tn NOW OR FOIO,*Y; EASEMENT LACE 22 LF GEORGE V.'PECEI OF EXISTING22LF AND WIFE 8'x5' RCB JANET T. PECCI DB 2092 PC 136 BM 1995 PC 2 PIN 47831.11 MO INLET INLET (NP). N 3704 96111"1 SEE DETAIL 1/D5 t � 20' DRAINAGE EASEMENIT-�BM 1965 P$ DI -17 _ _ .. E L 9.00 F50 _ PROP B'x5' RCB- 1 ROP 60 �� ! .,..•. - - '" ..i: PROTECT EXISDNG JB -15 GAS SERVICE.®� SS COORDINATE WITH PSNC a OK U 1 -/1♦� NaQ- 6 DIP WATERMAIN _ NOTES: 340 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. bill 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES r3 0 NOT SHOWN IN ENTIRETY FOR CLARITY. z . i ^m w U � a ry y a i � C � V SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. BOTTOM ELEVATION, 0 o W. a � L w ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS z V V, 6' BELOW /57 STONE z m OK U 1 -/1♦� NaQ- 6 DIP WATERMAIN _ NOTES: 340 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. bill 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES r3 0 NOT SHOWN IN ENTIRETY FOR CLARITY. z . i ^m 6. FOR THOSE EXTENTS OF 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. ry y a i � L LOD SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. BOTTOM ELEVATION, ACHIEVE —Los,.,, L 14. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS MINIMUM CONCRETE DRIVEWAY 6' BELOW /57 STONE THE CULVERT BOTTOM AND PROVIDE A FOR BEDDING DASHED. I- LL MATCH UNE AND+GRADE OF EXISTING DRIYE (TYP). Now oR MEI6Y 15. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' THE STORM WATER CULVERT SHALL BE Q I SEE DETAIL 3/D12 I DEVIN B.FORKAHLER BOX CULVERT. PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO AND ^ 6. ENGINEERED WALLS SHALL BE SEGMENTA_ GRAVITY RETAINING WALL AND SHALL PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS NOW OR FORMMY SUSAN E. KAHLER U HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC f?Y% KENNETH 0. MEDLIN DB 6770 PG 344 BM 1960 PC Teo �y` (jJ*yj PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE CITY PROJECT SHEETS FOR WATER DESIGN Q AND WIFE PIN 0761734156 774 MANAGER FOR REVIEW AND APPROVAL SEE WAIT ALIGNMENTS gAib JONA P. MEDLIN 3711 SWIFT DR. O SHEETS RS -RB. PROPERTY OWNER WHOSE TRASH/RECYCUNG SERVICE IS DDill 7� PC 273 LL ��$L y{y1 7. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT N W DETAILS FOR ENGINEERED P6T-CM753292 I SLyH BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 STONE FOR BEDDING � 345 3715 SWIFT DR, 7777 VVl1 VVl1 SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN The 6. FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED W � CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE n W C CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS MINIMUM A MINIMUM OF OF 6. OF NCDOT 6' BELOW /57 STONE THE CULVERT BOTTOM AND PROVIDE A FOR BEDDING I I- LL VEHICLEPARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR 9' ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE Q I (3 HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY IN A CASING FEET BEYOND PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 7 nn PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS BOTH OUTSIDE EDGES OF THE CULVERT. KnowwharsbelOW. AT ALL TIMES 10. SEE SHEETS C19 -C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN Q N O Call bellom you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION. or_, O PROPERTY OWNER WHOSE TRASH/RECYCUNG SERVICE IS LL IL—'i DISRUPTED DURING CONSTRUCTION 11. SEE STRUCTURAL DETAILS FOR ENGINEERED JUNCTION BOX (EJB) DESING. J SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 ATTENTION CONTRACTORS p SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN The N C) C-11ructon Contractor responsible for me extension of water, sewer and/or reuse, as appro-c! W in mese plans, is responsible for confactna the PUBLIC WORKS DEPARTMENT at (919) 996-2409 ( —D L71 FINISHED RADE and the PUBLIC U77LMES DEPARTMENT at 919 Dir leasttwentylour hours poor to beginning Q z EXISTING GRACE H any of any of their construction. � Q Q u ¢ FAILURE to notiry dv both City Departments in aance Js1s.. v , of beginning ConsbulAon, will result in the issuance of LJJ monetery, fires, and require reinstallation of my water or sewer faalPoes not inspeded this LLJ LLI 15' RCP CONNECTION m 4 as a result of notificalion failure. Z (/I n 340 FAILURE to cell for Inspection, Install a Downsbeam LLJ Z I "a = Q Plug, have Permiffed Plans on —lac or any omen, O < 2 > Z Violation Of City of Raleigh Standants will result in a OD Fine and Possible Exaucion from future work in the L.LI C\J . city or Raleigh.H ICI 1111�♦♦♦ > O SEAL 1:=_ `.' ' n/ -9 042236 •2- � •F,y 1�4•�c LL � O N '♦♦iiiNiii�"LI 335 VERTICAL SCALE DATE: JUN 2017 2 4 DRAWN BY: JEW 2471 °p 1 INCH = 2 FEET CHECKED BY: PLC RDP� ux HORIZONTAL SCALE REVISIONS 20 D 10 20 40 NO. DATE :_ 330 1 INCH = 20 FEET R FOREVIEW ONLY W Ir01' U6E PUR CONSTRU"ne I T CONSTRUCTION v SCALE CRY OF RALEIGH - PLANS AUTHORIZED FOR CONStRUCT10N 1 ^_z' I/ W ERDIP WATER MAIN I C Nonrtnon iM in ardanw with dl Local, Slate. and must cco 1 "=20 1-1 Federal Rulw o,d lit"Watlom PROJECT TRANSPORTATION FIELD SERVICES 50079707 PUBUC UTILITES STORM WATER n o m m a a .. �j .. .. .. .. O .. .. PLANNING FIRE C 1 0 W W W W w URBAN FORESTRY NOW OR FORYFALY I PERNMIEN7 PIIBUC GERALD K. GRAHAM DRAINAGE EASEMENT AND W NOW OR FOIIMEi4Y G M1 '' RICHARD S. WARR .17 ; 00 2066 PO 240 - AND WIFE ft, 19M PG za KAREN ROYCE WARR PM 0763756357 3700 SWIFT DR. DB 9423 PC 388 81 K6� PG 204 -is-16 a 07617237361 REPLACE EXIST[ (® PIN ) 8'x5' RCB a P '- TIE 42" RCP TO RCB - WITH WATER TIGHT GROUT I SEALED CONNECTION. SEE DROP INLET (T1'P). 'EJB -23 i DETAIL 2/S1 I NOW OR FORMERLY DANIEL M. POSEY- / Now OR Fo1NRALr AND WIFE --r— GAIL B. POSEY so Q CHRISTOPHER SHELOW GABRIELLA SHELOW DB 15650 PD 1e16 OB 4442 PD 151 � BM 1661 PG 115 64 1961 N5 BM 1% -. - PN 0763759105 ..136 � L 3608 SWIFT DR. r 334 924 MEF" DR. u responsible for confacana the PUBLIC WORKS z o a ENGINEERED WALL I w w \,o VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED STORMDRAINAGE (5) RAVE LE DGESTONE U) SS —� so Q 6" CPP IN APPROX. 332.35 ROa � � 66. RCA RCB-". B. FOR THO Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT -. - PROP.-- . 15' RCP f1 r 334 r f�i u responsible for confacana the PUBLIC WORKS z o a ENGINEERED WALL I w w DROP INLET (T1'P). 'EJB -23 1 INCH - 2 FEET ISEE DETAIL 1/D5 TIE 15" RCP TO RCB ` , 4 WITH WATER TIGHT GROUT Ur z SEALED CONNECTION. SEE ( Q I DETAIL 2/S1 I sT„ '2JY CATCH BASIN (TYP). - f j SEE DETAIL 3/134 �`' CPP ' CPP 90-ELSOW DASHED. (TYP-T.- TY?'CLASS L PLC CLASS1 RIP RAP PERMANENT UTILITY PLUNGE POOL EASEMENT I 6" CPP PERMANENT PUBLIC AP.eROX. 3 DRAINAGE EASEMENT I Q Up I'PLASTIC I 4" CPP / JUNCTION / } I BOX (JVP 3 PL -S). RR} ENGINEERED WALL. ' SEE NOTE 6 `I1,I W F I NOW OR FORMERLY PROJECT 50079707 7 a(N MICHAEL S. CLARKE NOW OR FORMERLY AND ROBERT J. HARVEY COURTNEY D. CLARKE D6 2245 PG.'3�J522626 DB 1396.7 PG 1824 I Be 19�G771Sfit116 PIN 0793755173 3707 SWIFT DR. I PIN 3609 SWIFT DR \ENGINEER\ SEE NOTE 6 (TYP). 06 T 22, 6" -CPP INV APPROX, 332.YO -D RMA PRIVATE DR7UNAGE\ CONCRETE DRIVEWAY. / MATCH UNE AND GRADE OF EXISTING. SEE DETAIL 3/D12 /CONSTRUCTION EASEMENT DRIVEWAY BRIDGE. SEE STRUCTURAL DETAILS S__ Il 4 CPP NOW OR FORMERLY DHN THOMAS PENN AND WIFE PA2 W. PENN DB 3579TO BM 1974 PG 170 PIN 0783747944 CONCRETE SIDEWALK. SEE DETAIL 2/D12 ASPHALT PAVEMENT SS 331 ENGI WALL. ,.-..... _ SEE NOTE 6 " CPP 45' ELBOW (TYP). C CLASS 1 RIP RAP 'Nb1t OR FORMIDltIY i _ LUNGE POOL. AN1EL CAQ L, TRUSTEE D 6" CPP _ _ ANNE LOPEZ/CABRAL, TRUSTEE INV APPROX. 329.37 A5 TEN IN (XI113MMON 136 5266 PG 8 NEERED WN1. B 4076�.2G 17074665R� _WTITF A TIE CURB AND GUTTER INTO EXISTING. MATCH OUSTING tfNE AND GRADE. Is! / DO NOT DISTURB EXISTING CATCH BASIN — END OF PAVING. MATCH EXISTING UNE AND GRADE. SEE DETAIL 5/D11 \\ 007 VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED STORMDRAINAGE (5) RAVE LE DGESTONE U) HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO ATTENTION CONTRACTORS w U Raleigh Standards will result in e Fine and Possible Exclusion � a B. FOR THO Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT COIR MATTING (TYP). 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY w Cn responsible extension of water easier and/N reuse as approved in these plans s IN A CAS 335 C C7 u responsible for confacana the PUBLIC WORKS z o a ENGINEERED WALL Er p w w prior to beginning any of their construction. 1 INCH - 2 FEET z O U Ur z Is! / DO NOT DISTURB EXISTING CATCH BASIN — END OF PAVING. MATCH EXISTING UNE AND GRADE. SEE DETAIL 5/D11 \\ 007 VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED STORMDRAINAGE (5) RAVE LE DGESTONE FAILURE to .It for /-p-tion Instal/ a Dawnsbeem Plug, have HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO ATTENTION CONTRACTORS AT ALL TIMES Raleigh Standards will result in e Fine and Possible Exclusion ¢ 6 The ConsfrucWn Cantraclor for the B. FOR THO Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT COIR MATTING (TYP). 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY o responsible extension of water easier and/N reuse as approved in these plans s IN A CAS 335 C FEET B BEY u responsible for confacana the PUBLIC WORKS Z rL DO Q O ;yM DEPARTMENT et (919) 9962409 aM the PUBLIC UTILMES . \ DEPARTMENT W (9191 9964540 at least twenty four hours ENGINEERED WALL Er p ALL prior to beginning any of their construction. 1 INCH - 2 FEET LJJ v / O Q FAILURE to nobly both Cay Departments in advance of 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. Q p beginning Construction will resuh n the Issuance of monetary INFORMA 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS PERMANENT PUBLIC DRAINAGE EASEMENT fines and require reinstallation of any Water or sewer fadlibes / not inspected as a result of this notification fafiure. VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED STORMDRAINAGE (5) RAVE LE DGESTONE FAILURE to .It for /-p-tion Instal/ a Dawnsbeem Plug, have HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO Permlaed Plans an Job its, or any other Woeillun of CM of AT ALL TIMES Raleigh Standards will result in e Fine and Possible Exclusion PROPERTY OWNERS WHOSE TRASH/RECYCUNG SERVICE IS BOTTOM, HATES: fromfuture work In the City of Ra"h B. FOR THO Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT COIR MATTING (TYP). 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY N e. ALL TER IN A CAS 335 C FEET B BEY $EE DETAIL 1/D2 SEWER DESIGN INFORMATION. IJ / Z LL O :�i LJJ > Z rL DO Q O "\ 2. EXIS TING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY./W ENGINEERED WALL Er p ALL 10. SEE SHE 1 INCH - 2 FEET LJJ v / O 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. Q SEE NOTE 7 INFORMA 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS 20 o to 20 so 3 DRAWN BY: JEW DASHED. 7 n PLC REVISIONS NO. DATE L LL FOR REVIEW ONLY 0o Harass FOR mnarRurnon 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT. Q N O ENGINEERED WALL 11. SEE STR _ CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS O WAILS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND I 1 SHALL LLJ PATTERN. THEY SHALL BE DESIGNED BY AN NC Q J OVAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE JECTER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS RB N O U Or LLJ SE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT U _D � PROVIDE A MINIMUM OF 18" OF NCOOT 157 STONE FOR BEDDING 0 z SE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED Q �1O�1// BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT <y� MUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF LL Q J 157 STONE FOR BEDDING M Q_ L1J 3 SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE W LLl ING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 �-1 j VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED STORMDRAINAGE (5) RAVE LE DGESTONE CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO _ PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS SHEETS AT ALL TIMES FINISHED GRADE EXISTING GRADE CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL 7. FOR THO PROPERTY OWNERS WHOSE TRASH/RECYCUNG SERVICE IS BOTTOM, DISRUPTED DURING CONSTRUCTION. B. FOR THO Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT ' Call before you dig. GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION IS A MINI NC DRIVEWAY BRI E SEE CONTROL PUN. 6' OF N Tq 15' RCP C ECTION STRUCTURAL D AILS e. ALL TER IN A CAS 335 C FEET B BEY BOTH OUTSIDE EDGES OF THE CULVERT. EES C19 -C21 WATER PUN/PROFlLE SHEETS FOR WATER DESIGN ON. CTURAL DETAILS FOR ENGINEERED JUNCTION BOX (EJB) DESIGN. VERTICAL SCALE IJ / Z LL O :�i LJJ > Z rL DO Q O 2 0 1 20 ENGINEERED WALL ENGINEERED ALL 10. SEE SHE 1 INCH - 2 FEET V / 21� a O HORIZONTAL SCALE SEE NOTE 7 SEE NOTE 7 INFORMA DATE: JUN 2017 20 o to 20 so 1 INCH - 20 FEET DRAWN BY: JEW pkOSN CA RO1, SEAL;= 042236 2. ` CHECKED BY: PLC REVISIONS NO. DATE FOR REVIEW ONLY 0o Harass FOR mnarRurnon INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL ENGINEERED WALL 11. SEE STR CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V NI Construction must 0e in x mon" anh all Local. State, arW Federal Rules and Re9ulatiore ' H TRANSPORTATION FIELD SERMCES PROJECT 50079707 PUBLIC UTILITIES SEE NOTE 7 STORM WATER PUNNING FIRE C 1 1 EL.326.87 l MATCH RIP RAP L CONCRETE TO CULVERT INVERT CRADLE 330 330 2 34' 14' 32' ., 27 LF F RCP c 1,09% . � PLUNGE 328.013 POOL _ 7.50 w y z a 42.8 DIP SANITARY w a� SEWER MAIN W/24'0- ir STEEL ENCASEMENT m. fi; OOIP 3 U 325. 326.00 326 00 jl ,.. PIPE WATER MAIN . ., 3} �5 325 y m o U iv r .• 32. 00 325 OC TEN EL 324,47 3255 m F z' 8n _ _ _ _ L _ y� - y m z .o ry z ..(_��sCJ�I ' w e 0 �H. > _-• �e is � .�� GE POOL / \\V ' 16 LF CLASS 1 RIP 12' X 5' RCB W/ CONC. WINGWALLS RAP (TYP) INK STONE 080% SLOPE GEOTEXTILL FABRIC 320 B DING (TYP) US INV= 329.00 TYPE 2 (TYP S NOTES 7 8 8 DS INV= 326.87 320 $ o ru - B lo mLL mm c�iM %° r mLL ru m m m m� wLL w LL o i; Iu w m w m °w w w I; w m° 13 0 6 w.. T U BOTH OUTSIDE EDGES OF THE CULVERT. EES C19 -C21 WATER PUN/PROFlLE SHEETS FOR WATER DESIGN ON. CTURAL DETAILS FOR ENGINEERED JUNCTION BOX (EJB) DESIGN. VERTICAL SCALE IJ / Z LL O :�i LJJ > Z rL DO Q O 2 0 1 20 ^ L47 1 INCH - 2 FEET V / 21� a O HORIZONTAL SCALE — z DATE: JUN 2017 20 o to 20 so 1 INCH - 20 FEET DRAWN BY: JEW pkOSN CA RO1, SEAL;= 042236 2. ` CHECKED BY: PLC REVISIONS NO. DATE FOR REVIEW ONLY 0o Harass FOR mnarRurnon INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V NI Construction must 0e in x mon" anh all Local. State, arW Federal Rules and Re9ulatiore 1 "-20' H TRANSPORTATION FIELD SERMCES PROJECT 50079707 PUBLIC UTILITIES STORM WATER PUNNING FIRE C 1 1 20-00 20+50 21+00 21+50 22+00 22+50 23+Op URBAN FORESTRY _ 23+50 24+00 2q+50 PERMANENT PUBLIC DRAINAGE EASEMENT PINEVIEW DR COIR MATTING SEE "R DETAIL 1/D2 - t ; DROP INLET (TVP) SEE DETAIL 1/05 x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k NOW OR FORMERLY ISE DI -2 -,.` ! ., MH -25 /NOW OR FORMERLY I ;; 8M 1859 35 PC 176 CLASS 1 RIPRAP (TYP) PINEVIEW DR COIR MATTING SEE "R DETAIL 1/D2 - t ; `;n x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k NOW OR FORMERLY I RAYMOND kFLORENCE VICKERY /NOW OR FORMERLY I ;; 8M 1859 35 PC 176 DELNA R. MILLS PIN: 0783 56547 / OB 2094,IG 106 J Be 19 PG 180 1416 PINEVIEW DR. / PW 07 656764 1422 PINEYIEW OR. 1 lk. / I NeFc was Dei wwa F / INSTALL 30 LF SPUTI RAIL FENCE p a -.,:._. _.. 16.00 - __ 1 _. ------ --------- -_. 1 I NOW OR FORMERLY LIZABETH BYRD DB 14466 PG 223 BM 1657 PG 47 PIN: 0763655979 1326 PINEMEW DR. CONNECT Ex- 18' R TO kATCH BASIN. ATER TIGHT GROUT SEAL CONNECTION C&29 / u •U - ash PINEVIEW DR "R Pp� 8' DIP so- PUBLIC : R/W WATER AW / - t ; `;n x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k sewer and/or reuse as approved plans, responsible for contacfina the PUBLIC WORKS DEPARTMENT at (919) 996-2409 and the PUBLIC U77LMES /fY yGi ARNOLDUS A. x�V�RHOENEN a' DIP AND TE WATER MAIN RI ROSEMARIE VERHOENEN DB 1670 PG 130 IAF 1959 PG 17e PIN 0783556862 1417 PINEMEW DR. / I CATCH BASIN (TYPj. SEE DETAIL 3/D4 GRADE PERMANENT PUBLIC DRAINAGE EASEMENT a a m / u •U - ash 25,00 25+50 26,00 26+50 27-00 z7 -so CONTRACTOR SWILL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN Public DO W 3 02 `;n x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k sewer and/or reuse as approved plans, responsible for contacfina the PUBLIC WORKS DEPARTMENT at (919) 996-2409 and the PUBLIC U77LMES w�m O a cea0 . Esaj 360 zw. GRADE OG4 � a a m 360 z D. lk. beginning ConsbuMon, will result in the Issuance of monetary NeFc was Dei wwa F p a 355�mm Dm K= 10'x6' RCB 355 350 +.� n� oH�g Nsm O 350 Raleigh Standards well reauit in a Fine and Possible Exclusion If 2 ham future work In me City of Raleigh EeW,�.SW' ¢zzz a >° ox21 ¢ U N 1.0 «> y K z Z EXISTING 8W3> h W GRADE LP'25 LF OF rcK• 24 RCP @ 0.52% GRADE 9 t] arm U O ul> LI__I 345 x rvN�iFiF . w 355\ w F11 2 < m? ? O EXISTING GRADEFEIFFI o U 355 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE z T� 39L SHOWN AS DASHED. N O OFRCP ygn O . @ a51% CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS 345 I f LL rvz M> ~ 8 LF 29L 6. SEE SHEETS C19 -C21 WATER PLAN/PRORLE SHEETS FOR WATER OF 16' RCP r 0 DIP WATER " rn IM 0.59% MAIN OF 15" RCP CONCRETE 12' DIP z COLLAR SANITARY O SEWER MAIN 350 340 1 340 0@051% 350 p :Lj W B DIP WATER N a 9 EXISTING OF 24" RCP OF IN MAIN cnzzLn @ CAT % z w 345 345 06 p w p w w 0 p 25,00 25+50 26,00 26+50 27-00 z7 -so CONTRACTOR SWILL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN 30x00 Public DO W So S I 02 `;n x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k sewer and/or reuse as approved plans, responsible for contacfina the PUBLIC WORKS DEPARTMENT at (919) 996-2409 and the PUBLIC U77LMES EXISTING Esaj zw. GRADE OG4 � 0ty, a ft" z D. lk. beginning ConsbuMon, will result in the Issuance of monetary NeFc was Dei wwa F p a 355�mm Dm K= 10'x6' RCB 355 350 +.� n� oH�g Nsm O 350 Raleigh Standards well reauit in a Fine and Possible Exclusion If 2 ham future work In me City of Raleigh EeW,�.SW' ¢zzz a >° ox21 ¢ U N y K z Z EXISTING 8W3> h W GRADE LP'25 LF OF EXISTING J '79 24 RCP @ 0.52% GRADE 9 t] 345 U O ul> LI__I 345 350 A OF 18' RCP N w w I 30x00 28,00 28,50 Public DO W So S I 3 `;n x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k sewer and/or reuse as approved plans, responsible for contacfina the PUBLIC WORKS DEPARTMENT at (919) 996-2409 and the PUBLIC U77LMES w m ej Esaj zw. sm OG4 � 0ty, a ft" z D. lk. beginning ConsbuMon, will result in the Issuance of monetary NeFc was Dei wwa F p a 355�mm AewNalion la n•m0wa m� $„ Q 355 +.� n� oH�g Nsm O Raleigh Standards well reauit in a Fine and Possible Exclusion U C0 ham future work In me City of Raleigh EeW,�.SW' ¢zzz a >° ox21 ¢ U N y K z Z EXISTING 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR W GRADE SANITARY SEWER DESIGN INFORMATION. EXISTING J '79 2. EXISTING Uf1LMES SHOWN IN APPROXIMATE MANNER ONLY. SOME GRADE 9 t] U O ul> LI__I 350 350 /// rrr��� OF 18' RCP N FOR CLASKEW LAYOUT, BUT NOT SHOWN I Q 0.53% 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE z T� 39L SHOWN AS DASHED. N O OFRCP 5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX O . @ a51% CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS 345 I f 345 ~ 8 LF 6. SEE SHEETS C19 -C21 WATER PLAN/PRORLE SHEETS FOR WATER OF 16' RCP r 0 DIP WATER C) IM 0.59% MAIN CONCRETE 12' DIP z COLLAR SANITARY O SEWER MAIN 340 1 340 � O p w W a 28,00 28,50 Public DO W So S I Water Distribution /Extension System L� w is x S TI my ar R~ cm..nt. to U. coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo eUnl. •nes «eraen to In• -.m«aeIf.k sewer and/or reuse as approved plans, responsible for contacfina the PUBLIC WORKS DEPARTMENT at (919) 996-2409 and the PUBLIC U77LMES w m ej Esaj aer—Iomn •xt•.ntl 11 Citi, Publk UMI<in Fbntlboak. prior to beginning any of their construcaon OG4 � 0ty, a ft" lk. beginning ConsbuMon, will result in the Issuance of monetary NeFc was Dei wwa F p a AewNalion la n•m0wa FAILURE to call for Inspection, Install a DOwnsbeam Plug, have � z j wk Raleigh Standards well reauit in a Fine and Possible Exclusion U C0 ham future work In me City of Raleigh EeW,�.SW' z N W ATTENTION CONTRACTORS So S I L� w is The Conabuchon Conbedor responsible for the extension of water, in these is L` U d ? sewer and/or reuse as approved plans, responsible for contacfina the PUBLIC WORKS DEPARTMENT at (919) 996-2409 and the PUBLIC U77LMES w m ej DEPARTMENT at (919) 9964540 at least twenty four hours y Z prior to beginning any of their construcaon FAILURE to natty both City Departments In advance of beginning ConsbuMon, will result in the Issuance of monetary fines and require reinstaltabon of any Water or sewer facilities not-nspecied as aresult of this nobfca6on failure. FAILURE to call for Inspection, Install a DOwnsbeam Plug, have Permitted Plans on Job ads or any other Wolatwn of City of Raleigh Standards well reauit in a Fine and Possible Exclusion ham future work In me City of Raleigh EeW,�.SW' NOTES: N 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR W SANITARY SEWER DESIGN INFORMATION. 2. EXISTING Uf1LMES SHOWN IN APPROXIMATE MANNER ONLY. SOME LL -I t] UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. LI__I 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.WAS CONSIDERED IN /// rrr��� FOR CLASKEW LAYOUT, BUT NOT SHOWN I 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE z T� SHOWN AS DASHED. N O 5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX O CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS I LLJ J S1 -S4. ~ ON 6. SEE SHEETS C19 -C21 WATER PLAN/PRORLE SHEETS FOR WATER U C) DESIGN INFORMATION. I U z O Z � O m a IW- cnzzLn z w LI N / O VERTICAL SCALE U o 2 0 1 2 4 n N 1 INCH - 2 FEET Ln DATE JUN 2017 HORIZONTAL SCALE DRAWN BY: JEW 20 0 10 20 40 CHECKED BY. PLC 1 INCH - 20 FEET REVISIONS NO. DATE FOR REVIEWONLY KU vI below. no ROT use FUR cons xurnon Call before you INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CRY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "-2' V "-20' NI C ... twctim must M in c<coMan<• with oil Lmd. Stat•. arW F•tl•ral Rule• antl Regulation• 1 1"I 1z PROJECT =`OPb+NESrStla ,j'y� TRANSPORTATION FIELD SERNCES y�7 50079707 Q PUBLIC UTILITIES SEAL -s. 042236z_ STORM WATER PUNNING FIRE C 12 URBAN FORESTRY 35+00 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION FINISHED GRADE TIE 15" RCP TO RCB W/ WATERTIGHT GROUT tv FWemi Ruin andCA)ROWlotions DUSTING SEALED CONNECTION (fYP). SEE DETAIL 2/S1 :""p 'ON, yam; r' � GRADE 5' RCP @ 0 611% irc ' EXISTING 014 / 345 GRADE ` GRADE ��A1L 345 pOq 2 X Now OR FORMERLY I rc? EXISTING ELWIN R. THISAULT C AND WIFE S 55 LF pF 15" RCP @ 1.Do% i �r GRADE 340 MELISSA R. THIBAULT DB 7026 PC 251 ya 15"RCP@0.71% Z pod 340 BM law PO leo PIN 0783750446 1 / 3731 SM'IFT DR. i _ N EXISTING Zo ED np mss 6" DIP WATERMAIN off � Vroo/ C 335 CURB AND GUTTER. r Pte. 401,0 15' RCP 40+74 MOW OR FORMERLY MARY C. LEVINGS, TRUSTEE SEE DETAIL 6/DT CB -7 PROP —'�'— OF NOW OR FORMERLY EIRE DWAYNE ELLER 340 1$`CP EJ&5 DIS THE MARY C. L,EVIt REVOCABLE TRUST AND AND �cs-6 r O : .I I 01 Beet Pc 2711 WIFE ELIZABETH SHELTON � , BM 1910 PC 160 ELLER 1)6 5258 Po 81 _�` PIN 07/3751782 I 3726 SWIFT DR !MI 1959 PO 176 3 �� I I / PIN 0795751315 . n27 SWIFT DR. 335 SANITARY TIE 15" RCP TO RCB W/ 1 o _ WATERTIGHT GROUT SEALED CONCRETE SIDEWALK OYP) I i rI CONNECTION (TVP). SEE SEE DETAIL 2/012 .... �I Z I _ DETAIL 2/S1 GRAVEL DRIVEWAY WATCH LINE � AND GRADE OF EXISTING DRIVE nI, N DI -R b � � 5' RCP VYP), SEE DETAIL 3/012 045+1N1 45+16 Z ! / l 6" DIP ti'1H WATER = Y 35+00 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION FINISHED GRADE EXISTING GRADE tv FWemi Ruin andCA)ROWlotions DUSTING U :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES � GRADE 5' RCP @ 0 611% irc 12k5' RCB EXISTING 345 345 GRADE ` GRADE 345 345 2 X 345 rc? EXISTING f 55 LF pF 15" RCP @ 1.Do% i �r GRADE 340 340 ya 15"RCP@0.71% Z 340 340 1 U R m� i I N EXISTING Zo ED np mss WWROB � lF 01.01% b1.7-110 C 335 EXISTING Bk5'RCB 15" RCP 1 335 U 340 LL Ni th3 WATER MAIN g 340 0 SEWER MAIN 60'0 RCP p w ti Q�D Or9 � 335 C� 335 a. B DIP WATER MAIN 335 335 SANITARY SEWER MAIN 35+00 45+00 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION 10 LF OF EXISTING GRADE tv FWemi Ruin andCA)ROWlotions 15LF OF U :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES ®.0.49% 5' RCP @ 0 611% irc FINISHED EXISTING 345 FIRE GRADE ` GRADE 340 345 �Y g 345 rc? EXISTING I 55 LF pF 15" RCP @ 1.Do% i �r GRADE 340 340 ya 15"RCP@0.71% Z 340 340 1 U R m� i I N A _ EXISTING Zo ED np mss WWROB � ON C? 335 EXISTING Bk5'RCB 1)w 335 U 0 w w LL Ni th3 WATER MAIN 45+00 40+00 40+50 uvea. 1. SEE SHEETS C15—C18 SANITARY SEWER PUN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UnUTIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7. SEE SHEETS C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. DI 10 TIE15" RCP TO 60' RCP W/ WATERTIGHT GROUT SEALED CONNECTION (TYP). SEE DETAIL 2/S1 MON OR FORMERLY FERNANDO H, MAGALLAN DB 15915 PG 2619 SM 1990 PC 190 PIN OTe3752310 3723 SWIFT DR. GRAVEL DRIVEWAY MATCH LINE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL 3/D72 6" DIP WATERMAIN ASPHALT PAVEMENT NOW OR FORMERLY KIMBERLY CURRY EVANS STANLEY BOGANEY 09 15=M PC 21114 -� BM 1860 PC to PIN 0783752296 3719 SWIFT DR SIDEWALK ACCESS RAMP. SEE DETAIL 3/D10 CURB AND GUTTER. SEE DETAIL 6/011 345 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION 10 LF OF 345 tv FWemi Ruin andCA)ROWlotions 15' RCP U :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES ®.0.49% PUBUC UTILITIES i EXISTING � GRADE FINISHED EXISTING 345 FIRE GRADE ` GRADE 340 345 rJ 345 rc? EXISTING w 70 LF OF 55 LF pF 15" RCP @ 1.Do% i �r GRADE 340 ya 15"RCP@0.71% Z 340 UUP 'uj $ LF OF i 24 RCP 1.54% a,0DIP EXISTING Zo ED WATER MAIN WWROB 335 335 335 8'O DIP 12'0 DIP J42-6LFOF4 0 w w LL Ni th3 WATER MAIN 333 0 SEWER MAIN 60'0 RCP p w ti ems � 335 335 15LFO340 12'0 DIP SANITARY SEWER MAIN 333 @ 0 70% 333 340 .... d 6"B DIP WATER = Y m . MAIN fyy a ,% .3 U aE p E> UmO:` p og.4�I or ab h 5 z-0 335 �1�z�> 1reDlP 335 SEWER MAIN 333 333 ini� 6 a� LL C7 (� c7 w 40+00 40+50 uvea. 1. SEE SHEETS C15—C18 SANITARY SEWER PUN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UnUTIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7. SEE SHEETS C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. DI 10 TIE15" RCP TO 60' RCP W/ WATERTIGHT GROUT SEALED CONNECTION (TYP). SEE DETAIL 2/S1 MON OR FORMERLY FERNANDO H, MAGALLAN DB 15915 PG 2619 SM 1990 PC 190 PIN OTe3752310 3723 SWIFT DR. GRAVEL DRIVEWAY MATCH LINE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL 3/D72 6" DIP WATERMAIN ASPHALT PAVEMENT NOW OR FORMERLY KIMBERLY CURRY EVANS STANLEY BOGANEY 09 15=M PC 21114 -� BM 1860 PC to PIN 0783752296 3719 SWIFT DR SIDEWALK ACCESS RAMP. SEE DETAIL 3/D10 CURB AND GUTTER. SEE DETAIL 6/011 345 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION FINISHED GRADE 345 tv FWemi Ruin andCA)ROWlotions Ccsw U :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES GRADE PUBUC UTILITIES i EXISTING � GRADE STORM WATER 60• a NCP 345 FIRE 2mto oir2> 340 �GETTI 340 rc? EXISTING w 70 LF OF 55 LF pF 15" RCP @ 1.Do% i �r GRADE 340 ya 15"RCP@0.71% Z 340 UUP 'uj $ LF OF 24 RCP 1.54% a,0DIP EXISTING Zo ED WATER MAIN WWROB 335 335 335 8'O DIP 12'0 DIP .Yi r; 0 w w LL Ni th3 WATER MAIN 333 0 SEWER MAIN 60'0 RCP p w ti ems � 335 335 12'0 DIP SANITARY SEWER MAIN 333 333 .... d 50+00 50+50 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT N1 TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCUNG SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or se, as approved in Mese plans, is responsible for cunfacbno the PUBLIC WORKS DEPARTMENT at (919) 99&2409, and Me PUBLIC UTILITIES DEPARTMENT at (919) 996-4540 at least twenty /our hours prior to beginning any of Meir Construction. FAILURE to nobly both City Depart—rds in advance of beginning Construction, wig resuh In the issuance of monetary fines, and require relnstallaoon of any water w sewer f—lilies not inspected as a result of this notification failure. FAILURE to Call for Inspection, Install a Downstream Plug, have Permitted Plans on Job site, Or any other Yrolafion of City of Raleigh Standards w91 resuh in a Fine and Possible Exclusion from future work in Me City of Raleigh. J �P CONCRETE DRIVEWAY MATCH LINE AND OWE OF EXISTINGDRIVE (TYF SEE DETAIL 4/1)12 NOW OR FORMERLY MOHAMMED GUEbIFkA AND WIFE GINA BRAWN—GUEDIRA DB 11547 PC 2070 BY 7915 PC 204 PIN 07/1375258/1 3722 SWIFT DR, 6' DIP WATERMAIN TIE CURB AND GUTTER INTO EXISTING CURB AND / GUTTER. MATCH EXISTING UNE AND GRADE. ar s t v / END OF PAVING. OF. MATCH EXISTING RCP LINE AND GRADE TIE 24" RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION (TY?). SEE DETAIL 2/S1 60+00 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION rc NI Conotruclion must M in eacorddno. with NI Local. Stots. orb tv FWemi Ruin andCA)ROWlotions Ccsw :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES GRADE PUBUC UTILITIES 345 STORM WATER 60• a NCP 345 FIRE 2mto oir2> �GETTI U U m rc? EXISTING H 55 LF pF 15" RCP @ 1.Do% i �r GRADE 340 340 m�sg $ LF OF 24 RCP 1.54% a,0DIP EXISTING WATER MAIN WWROB 335 335 335 12'0 DIP .Yi r; 0 w w LL 60+00 Public Sewer Collection / Extension System Th. City of Raielgh —of to thoo norm«llon and ..l.n.kn o1 the .h— m thb Plan. Th. maga and Cen.Wcl'an m.tnW. ure Iw M1. —J.cl /,ell cmlw.n la ine .tandvft and m.cnkotkn. of th. City+. PPWk Utau. Ha-o City a RaNgh P_ wauw paw,,wi Aawwizwim b C.ISIM Dot. 55+00 55+50 Know what§ heloW. Call belote young, VERTICAL SCALE 2 0 1 2 4 1 INCH = 2 FEET y HORIZONTAL SCALE 20 0 10 20 40 1 INCH = 20 FEET FOR REVIEW ONLY DO NUT USE POR CUNSIMUC7N)N CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION FINISHED GRADE NI Conotruclion must M in eacorddno. with NI Local. Stots. orb tv FWemi Ruin andCA)ROWlotions EXISTING :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES GRADE PUBUC UTILITIES 340 STORM WATER 60• a NCP 340 FIRE W win URBAN FORESTRY �GETTI o $ 55 LF pF 15" RCP @ 1.Do% i m�sg 4 `Ar a,0DIP WATER MAIN 335 N 335 12'0 DIP SANITARY 333 0 SEWER MAIN 333 p w ti Public Sewer Collection / Extension System Th. City of Raielgh —of to thoo norm«llon and ..l.n.kn o1 the .h— m thb Plan. Th. maga and Cen.Wcl'an m.tnW. ure Iw M1. —J.cl /,ell cmlw.n la ine .tandvft and m.cnkotkn. of th. City+. PPWk Utau. Ha-o City a RaNgh P_ wauw paw,,wi Aawwizwim b C.ISIM Dot. 55+00 55+50 Know what§ heloW. Call belote young, VERTICAL SCALE 2 0 1 2 4 1 INCH = 2 FEET y HORIZONTAL SCALE 20 0 10 20 40 1 INCH = 20 FEET FOR REVIEW ONLY DO NUT USE POR CUNSIMUC7N)N W W U � a w CTI z o z w W z U Ur z w 4;GN �N�J od U Yl J NO�� 0 � �1 to. M$ Nos 3 � A � N LLJ D W CTI T Qy T� z CL O = U N U LLJ z� O Ld of p Q M a_ III � j cnzLLJ U, zwa LLJ N > o � o O ^� N LL zi DATE: JUN 2017 DRAWN BY. JEW CHECKED BY: PLC REVISIONS N0. DATE SCALE 1"=2' V 1"--20' H PROJECT 50079707 C13 CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION NI Conotruclion must M in eacorddno. with NI Local. Stots. orb tv FWemi Ruin andCA)ROWlotions :""p 'ON, yam; TRANSPORTATION FIELD $ERWCES ? :k SEAL 1' PUBUC UTILITIES �;. 042238 •_` STORM WATER i�•�kGI F.a� PLANNING FIRE URBAN FORESTRY W W U � a w CTI z o z w W z U Ur z w 4;GN �N�J od U Yl J NO�� 0 � �1 to. M$ Nos 3 � A � N LLJ D W CTI T Qy T� z CL O = U N U LLJ z� O Ld of p Q M a_ III � j cnzLLJ U, zwa LLJ N > o � o O ^� N LL zi DATE: JUN 2017 DRAWN BY. JEW CHECKED BY: PLC REVISIONS N0. DATE SCALE 1"=2' V 1"--20' H PROJECT 50079707 C13 Now OR FORMD�Y I o I GEORGE V. PECCI I I AND WIFE' Now on FORM I Now OR FORMERLY � I JANET T. PEQCI GERALD K. GRAHAM RICHARD S. WARR NOW OR ES D6 2 2062 PO 1 x AND WIFE BM 1665 PC AND WIFE NA S. GRAHAM KAR \ EDWARD JAMDUNPHY PIN 0763755471 RAMOEN ROYCE WARR 3704 swIF7 bit.I i OB 6423 PC 366 OB 1101% Pr gig AND WIFE R LACE 22 LF BM 1965 PO 204 BM 1965 PG 204 \ JUDITH KAY DUNPHY OF EXISTING PIN 0763756357 a PIN o7633T3776f 3754435 EXISTING ' 8DEI 11PIN 1952 PG 4404 I 3700 SWIFT DR. I °/r 3512 SWIFT OR. 4' X 4' B'x5' RCB I — RCB 3 I - - - - DRQP INLET. — ` PEAJNAGE T PUBLIC SEEEEIII DETAIL 1/D5 - „� I _ (DRAINAGE iASEMEN7 — — — - DI -177 I R _ I ,r G•+ 20' DRAINAGE EASEMENIT-BM 1965 PG EASEMENT -BM 1965 P T{A 42' RCP INTO RCB. r - - 15' RCP WAT6BTJJ�GHT GROUT SEALED EJB -16 REPLACE EXISTING ( 2/SNECiiON: SEE DETAIL ]✓"r. 8'x5' RCB .:.r (®: R7A6 1 PROP . 0' RCB _ ,. °.r 6- DIP i WATERMAIN O . .._ . PROTECT EXISTING Je-IS SS SWIFT DR C&u CURB AND GUTTER. GAS SERVICE. —�, 'm x,=�np�1 6' CPP �• PIlMX: SEE DETAIL 6/011 SS POOCOINATE WFTH 6' DIP a, �Op -`Ulo 1 'o 't C&21 INV APPRO%. 332.J5 SS -i ^ WATERMAIN •ROp _ PROP. CATCH BASIN (7YP). . J -.� 15' RCP 33 SEE DETAIL 3/64 _._ 34B.>+' 15"RCP r- ,_ 334 343 1 I+ ?� �RTw DI -19 ? u Aryl�jr' e r TIE 15 RCP TO RCP W/ WATERTIGHT GROUT SEALED CONNECTION (TYP). SEE it" EJB -23 - RCB -z3-`. CONCRETE DRIVEWAY 1 DETAIL 2/S7 —" MATCH LINE AND GRADE NOW OR r NOW OR FORYE7LLY I Now (M FORMERLY NOM OR FORMERLY OF E'%ISTING DRIVE (TYP). MICHAEL S]�KE KIMBERLY CURRY-EVAIJSI ( KENNETH O. MERLIN DEVIN B. KAHLER SEE DETAIL 3/012 AND STANLEY BOGANEY AND WEE AND I COURTNEY D. C><ARKE 09 1 2884 I I 'I JONA P. MEDLIN SUSAN E. KAHLER 13953 PO 1 4 BW 1160 DB 3756 PC 273 OB 6779 PC 344 IN 9375 17 � CPP C( ;719 N;I Oft. BY 1860 pO 160 BM 1960 PO 16D I 9T -ELBOW PIN 0763753292 I PIN 0763754156 1 I 3715 SWIFT DR. 3711 SWIFT OR. - I (TYT C( PF AT 70+00 Bk5'RCB N N 0 to 335 EXISTING FINISHED FINISHED GRADE 30 OF 691 FJB44 • U K a n / The Canslruch h Contractor responsible for the extension of 340 6'x5' RC8 d,zn -e B 340 340 PROPOSED $'ig e " n 340 330 EXISTINGo 420TMERS {B{F OFgV 42' F`CP 02601 F ¢' FX GRADE DEPARTMENT at (9 19) 9964540 at least hventy four hours 335 6'10 DIP 335 1 iK 1NG 15"RCP 02.15% 325 m� 325 O w p LINK-? 335 Nz W 335 335 rail WATER MAIN H Lf OF 7.76%8% 12'0 DIP 3301 15" RCP @ 1 22% SEWERMNIT AI 330 330 329 n$ w 330 329 c� LL O 7 70+00 75+00 75.50 Bk5'RCB EXISTING GRADE 335 EXISTING FINISHED FINISHED GRADE 30 OF 691 GRADE The Canslruch h Contractor responsible for the extension of 340 6'x5' RC8 vo iOA 340 335 EXISTING N"z 335 330 GRADE 420TMERS {B{F OFgV 42' F`CP 02601 330 ¢' FX rc� DEPARTMENT at (9 19) 9964540 at least hventy four hours 335 6'10 DIP 335 1 WATER MAIN 1NG 15"RCP 02.15% 325 15" ROP 325 O w fines and require relnstallafbn of any water or sewer facilrdes 75+00 75.50 80+00 Bk5'RCB w Z 335 EXISTING \Otis UK FINISHED GRADE 30 OF 691 GRADE The Canslruch h Contractor responsible for the extension of 340 vo iOA 340 RCP EXISTING N"z espuns ble for mnbdma the PUBLIC WORKS z� GRADE 01 � zz 2 >> 340 ¢' FX p zz DEPARTMENT at (9 19) 9964540 at least hventy four hours 335 335 1 EXIs 1NG 15"RCP 02.15% 15" ROP FAILURE to notify both City Departments in advance of beginning Construction will revue In the Issuance of monetary fines and require relnstallafbn of any water or sewer facilrdes LINK-? RCP Nz W LF 335 rail WATER MAIN 15- RCP 7.76%8% 12'0 DIP 3301 SEWERMNIT AI NN 330 329 n$ w .. 329 ti 20 LF OF 80+00 335 Bk5'RCB FINISHED GRADE EXISTING GRADE Z WU d 335 EXISTING ATTENTION CONTRACTORS FINISHED GRADE 30 OF 691 GRADE The Canslruch h Contractor responsible for the extension of 15' RCP 01 Y ss2ui'm w water sewer and/or reuse, as approved in these plans, is RCP 340 espuns ble for mnbdma the PUBLIC WORKS z� 330 rr N 340 ¢' FX STING DEPARTMENT at (9 19) 9964540 at least hventy four hours zz 7 -LF OF 1 RCP z 15"RCP 02.15% FAILURE to notify both City Departments in advance of beginning Construction will revue In the Issuance of monetary fines and require relnstallafbn of any water or sewer facilrdes LINK-? 335 Nz W 335 rail WATER MAIN 325 12'0 DIP 325 SEWERMNIT AI NN 0 n$ w .. 20 LF OF ^u 15- RCP 00.7 pn z0 e"ODIP O WATER MAIN � mu 330 330 Lu W 335 Bk5'RCB FINISHED GRADE EXISTING GRADE Z WU d 335 ATTENTION CONTRACTORS 30 OF 691 a z 'mSa The Canslruch h Contractor responsible for the extension of 15' RCP 01 Y ss2ui'm w water sewer and/or reuse, as approved in these plans, is N 330 espuns ble for mnbdma the PUBLIC WORKS z� 330 rr N DEPARTMENT at (919) 9962409 and the PUBLIC UTIU77ES ¢' DEPARTMENT at (9 19) 9964540 at least hventy four hours ar rip 7 -LF OF < A> j v m ONK_ 15"RCP 02.15% FAILURE to notify both City Departments in advance of beginning Construction will revue In the Issuance of monetary fines and require relnstallafbn of any water or sewer facilrdes LINK-? not-inspectedas a result of this notiflcabon failure. G 0 DIP FAILURE to Call for Inspection, Install a Downstream Plug have rail WATER MAIN 325 12'0 DIP 325 SEWERMNIT AI 0 n$ w .. osl. ATTENTION CONTRACTORS a z 'mSa The Canslruch h Contractor responsible for the extension of Y ss2ui'm w water sewer and/or reuse, as approved in these plans, is I. espuns ble for mnbdma the PUBLIC WORKS rr N DEPARTMENT at (919) 9962409 and the PUBLIC UTIU77ES DEPARTMENT at (9 19) 9964540 at least hventy four hours prior to beginning any of their consbuction FAILURE to notify both City Departments in advance of beginning Construction will revue In the Issuance of monetary fines and require relnstallafbn of any water or sewer facilrdes not-inspectedas a result of this notiflcabon failure. FAILURE to Call for Inspection, Install a Downstream Plug have Permitted Plans on Joh site or any other Violation of City of Raleigh Standards will result In a Fine and Possible Exclusion from future work In the City of Raleigh. 1. SEE SHEETS C15 -CAB SANITARY SEWER PUN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT. BUT NOT SHOWN FOR CLARITY. 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING S' X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7. SEE SHEETS C19 -C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. FOR REVIEW ONLY 0o noT use FOR coxsrnucnox Know what's below. 0211 before you dig VERTICAL SCALE 2 0 1 2 4 1 INCH 2 FEET HORIZONTAL SCALE 20 0 10 20 40 1 INCH = 20 FEET L-- ---il HIDE` OR FORMERLY / 'DELNA R. MILLS 1112094 PC' 111E BM 1960 R6 160 - PR1 0783VA764 1422 PINENEW DR. I . � GAS. RFiLOC OTHERS�CO! SHALL CO( r CLEANOUT NOW OR FORMERLY CRAIG A. BARTHOLOMEW AND WIFE MELISSA P. BARTROLOMEW DB 7766 FG 745 BM 1666 PC 176 PIN 0763656673 1500 PINEVIEW DR FRAME AND COVER (TYP.) I NOW OR FORMERLY JASON DOSSARY & LISA GOULDIE OR 13577 PG 1969 RM 1960 P`150 8• RESTRAINED JOINT 1501 078 PINE 959 14 DIP SANITARY SEWER UPSTREAM MANHOLE LOCATED 106.18' FROM SEWER I CONNECTION POINT `-- RIM -358.24' INV ...1N=346.19' \ INV OUT=346.19' 1 I ♦ I ENCASEMENT PIPE O.XXX' THICK. SEE DETAIL 4/D13 NOW OR FORMERLY ELWIN R. THIBAULT AND WIFE MELISSA R. THIBAULT OB 7621 PG 256 SM 1960 PG 160 PIN 0753750446 373 SWIFT DR. NOW OR FORMERLY MARY C. LEVINGS, TRUSTEE OF THE MARY C. LEVINGS REVOCABLE TRUST Da 1961 PG 279 1PC Had PIN 07678 3751]62 3]46 SWIFT DR. eo}— � \ I ti • ATTENTION CONTRACTORS ^' R 14 Itud $ The Construdion Contractor responsible for the extension of water, ser r�r o i Ewer " $ and/or SERI G approved in these )lens, is9,and responsible for uronteding the 3 'm ENGINEERING SERVICES at (919) 996-2409, and the 7l atvM1 w a i UTILITIES DEPARTMENT at (919) 99fi-4540 at least fwenN fiur hour prior 10 beginning any d their --- FAILURE onstru ti0rlFAILURE to notify both City Departments in advance of beginning Construction, will result In the issuance of monetary fines, and require reinstalla'on of any water or newer facilities not Inspected as a result of this notittion failure. FAAURE la call (ar Inspection, Install a Downstmem Plug, have Permitted Plana on Job site, or any other Violation of City 11 Raleigh Standards will result in a Fine and Possida Exdusion from future work in � the City of Raleigh NOTES: 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN W ON DRAWINGS. /'1 I 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY W C I {� O SEWER SERVICES WITHIN AND ALONG THE (rl Q L� V O CONSTRUCTION CORRIDOR SHALL BE CONNECTED `J C TO THE B' OR 12" GRAVITY SANITARY SEWER PER Q I (n 9 CIN OF RALEIGH SPECIFICATIONS. Z ^ J 3. ALL PROPERTIES ALONG THE SOUTH SIDE OF C14 O SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER Q O 31y� LADUSTING WITH CLEANOUT AT THE PROPERTY LINE O �I IF STING SANITARY SEWER CLEANOUT IS LOCATED OUTSIDE OF RIGHT-OF-WAY. Q tl7 w U V � w U N r=. z z o a g w z U C7 z w • ATTENTION CONTRACTORS ^' R 14 Itud $ The Construdion Contractor responsible for the extension of water, ser r�r o i Ewer " $ and/or SERI G approved in these )lens, is9,and responsible for uronteding the 3 'm ENGINEERING SERVICES at (919) 996-2409, and the 7l atvM1 w a i UTILITIES DEPARTMENT at (919) 99fi-4540 at least fwenN fiur hour prior 10 beginning any d their --- FAILURE onstru ti0rlFAILURE to notify both City Departments in advance of beginning Construction, will result In the issuance of monetary fines, and require reinstalla'on of any water or newer facilities not Inspected as a result of this notittion failure. FAAURE la call (ar Inspection, Install a Downstmem Plug, have Permitted Plana on Job site, or any other Violation of City 11 Raleigh Standards will result in a Fine and Possida Exdusion from future work in � the City of Raleigh NOTES: 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN W ON DRAWINGS. /'1 I 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY W C I {� O SEWER SERVICES WITHIN AND ALONG THE (rl Q L� V O CONSTRUCTION CORRIDOR SHALL BE CONNECTED `J C TO THE B' OR 12" GRAVITY SANITARY SEWER PER Q I (n 9 CIN OF RALEIGH SPECIFICATIONS. Z ^ J 3. ALL PROPERTIES ALONG THE SOUTH SIDE OF C14 O SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER Q O 31y� LADUSTING WITH CLEANOUT AT THE PROPERTY LINE O �I IF STING SANITARY SEWER CLEANOUT IS LOCATED OUTSIDE OF RIGHT-OF-WAY. Q tl7 13+00 13+50 14+00 14+50 4. TEMPORARY WATER LINES SHALL BE INSTALLED ~ EXISTING GRADE SSMH ABOVE SANITARY SEWER AND SERVICES. U N 5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN 11 u0 g z ENTIRETY FOR CLARITY. 5. ALL NEW SANITARY SEWER MANHOLES SHALL BE Q O 5'6 UNLESS OTHERWISE NOTED. < Q m � 350 m� SSMH w cn z zW�� r 350 0 5 QZ? z Krim wb Khats bew. Call before you dig LLJ 00 NNZ=�S R .p.. CN O O VERTICAL SCALE -�2_ Ew 2 0 1 2 4 C Z zi 1INCH = 2 FEET DATE: JUNE 2017 yVIKZZ DRAWN BY: ARH 20 0 10 20 40 CHECKED BY. PLC FINISHED GRADE - —�__ NO. DATE • r°.'°`E�; . •;LL_ 345 =u; SEAL '-E• 627263 :u: FOR REVIEW ONLY�R6Hro m noT use poe mnsreucrron r INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE - 1 "=2' V "=20' 345 NI Conatrudion mad W in rJancs all Locd. State. and Fatlaml R.W. and Reaulotions 1 H PROJECT TRANSPORTATION FIELD SERVICES 50079797 PUBLIC UTILITIES 15• RCP STORM STORM WATER PLANNING 109 LF O FIRE .. o$mz� 2 DIP�1.7g% 0 12'X5' RCB STORM -- af ion �O 340 9 z tnLFpF12•DI 6' DIP WATER MILAN 340 8 DIP WA MAIN CONCRETE CRADLE 6' DIP WATER MAIN 335 222L OF 12• IP@0.99 335 334 32 LF OF STEEL CAS NG PIPE 334 vw wU w LL cw'7 Ou O wu wLL ww ww n wLL � mwn w w w em 00 � w w w6 CD w m e 13+00 13+50 14+00 14+50 4. TEMPORARY WATER LINES SHALL BE INSTALLED ~ \ ABOVE SANITARY SEWER AND SERVICES. U N 5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN r l LL_I g z ENTIRETY FOR CLARITY. 5. ALL NEW SANITARY SEWER MANHOLES SHALL BE Q O 5'6 UNLESS OTHERWISE NOTED. < Q m � 3 w cn z zW�� 0 5 z Krim wb Khats bew. Call before you dig LLJ 00 CN O O VERTICAL SCALE Ew 2 0 1 2 4 C Z zi 1INCH = 2 FEET DATE: JUNE 2017 HORIZONTAL SCALE DRAWN BY: ARH 20 0 10 20 40 CHECKED BY. PLC 1 INCH 20 FEET REVISIONS A NO. DATE • r°.'°`E�; . •;LL_ =u; SEAL '-E• 627263 :u: FOR REVIEW ONLY�R6Hro m noT use poe mnsreucrron r INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V "=20' NI Conatrudion mad W in rJancs all Locd. State. and Fatlaml R.W. and Reaulotions 1 H PROJECT TRANSPORTATION FIELD SERVICES 50079797 PUBLIC UTILITIES STORM WATER PLANNING C 15 FIRE URBAN I iNOW TX! FORMERLYd MOHAMMED GUEDIRY AND WIFE ° GINA BROWN—GUEDIRAOo` 08 1154] PC 2070 C' BM 1965 PG 204 \ P_ PIN 0783752566 \ 37 22 SWrA IFT � � \ I' NEXT MANHOLE LOCATED J APPROX 40OLF FROM MH 20 \\ ---- - --PROPOSED 11 LF OF \ ENCASEMENT .}- .,'.'�.` ...-- �•,.�. PI,Pf.D3 5' TWIGW.. SEE '.. F \ _ DETAIL 4/D13 — �— r 12' DIP .OR FORMERLr I NOW OR FORMERLY EDWARD JAMES DUNPHY GEORGE V. PECCI AND WIFE AND WIFE JUDITH KAY DUNPHY JANET T. PECCI DB8252 PG 455 DB 2082 PG 138 ON1955 PC 204 811 1905 PG 204 PIN 0783754435 PIN 0783755471 3708 SWIFT DR. 3704 SWIFT DR. I 18+00 SS ROPOSED 12' DIP SANITARY SEWER NOW OR FORMERLY I GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM DB 2086 PG 240 BM 1965 PC 204 PIN 0783758357 3700 SWIFT OR. - I 081 — 20' DRAINAGE EASEMENT -BM 19652a 204 1NAGE EM EASENT-BM 1965 P Wl! y 339 PROPOSED 71 LF OF t 20' STEEL ENCASEMENT .meq PIPE O.XXX' THICK. SEE DETAIL 4/D13 LOBS NOW OR FORYEPLY PROPOSEDI SM DR. AND (TYp). SUSAN E. KAHLER DB 0779 PC 344 Contractor responsible for Me extension a( Water, sewer SWIFT 60' PUBLIC R/w 15- 13 a S� 40+00 PROPOS12' DIP 7 �® SS _ i4 and require reinstallation of any Water or sewer fadll0es not Inspected as a result of SANITARY SEWER 1 ^jti this not18mton failure FAILURE to call for Ins Oon Install a Downstream Plug have - Permitted Plans on Job site or any other vkuation of City of Re/eigh 15' RCP STORM 343 ` V W a 15' RCP STORM T — SSM LAB LOB L /'J �/ NOW OR FORMERLY zr1D I NOW OR FORMERLY KENNETH 0. MEDON A N KIMBERLY CURRY—EVANS AND WIFE V LLJ STANLEYBOGANEY JONA P. MEDLIN LL N01/ OR FORMERLY J DB 15848 PO 2864 Oe 3788 PC 213 I _ FERNANDO' 'H. MAGALLANES eM 1960 Pc -foo I BM 1900 PG 1e0 n� DB 15815 PC 2816 ` PIN 0763752296 PIN 0763753292 I 6M 1950 PO 160 I EXISTING 15' RCPSTORM 1719 SWIFT DR. 3715 SWIFT DR. PIN 6763750310 `n z p I I ONO 3723 SWFT DR. I, o II I I . 18+00 SS ROPOSED 12' DIP SANITARY SEWER NOW OR FORMERLY I GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM DB 2086 PG 240 BM 1965 PC 204 PIN 0783758357 3700 SWIFT OR. - I 081 — 20' DRAINAGE EASEMENT -BM 19652a 204 1NAGE EM EASENT-BM 1965 P Wl! y 339 PROPOSED 71 LF OF t 20' STEEL ENCASEMENT .meq PIPE O.XXX' THICK. SEE DETAIL 4/D13 19.00 7 1 12' DIP SM 1 SEWER 345 LOBS NOW OR FORYEPLY PROPOSEDI DEVIN B. KAHLER CLEANOUTI AND (TYp). SUSAN E. KAHLER DB 0779 PC 344 Contractor responsible for Me extension a( Water, sewer BI 1980 PG 160 I PIN 0763754156 I 3711 SWIFT DR. 19.00 7 1 12' DIP SM 1 SEWER 345 w ,o mRa ATTENTION CONTRACTORS C�x7 a The Consbuctlon w VJ Contractor responsible for Me extension a( Water, sewer C7 and/or Reuse, as approved in these plans is responsible for ConfactinO the ENGINEERING SERVICES at (919) 9952409 and the PUBLIC z UTILITIES DEPARTMENT at (9191996-4540 at least twenty four hours o z prior to beginning any of their conabuchon. 345 EXISTING -.. GRADE J and require reinstallation of any Water or sewer fadll0es not Inspected as a result of FINISHED GRADE this not18mton failure FAILURE to call for Ins Oon Install a Downstream Plug have - Permitted Plans on Job site or any other vkuation of City of Re/eigh 15' RCP STORM ` V W 15' RCP STORM SSM L /'J 18 w 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS. 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY Q N 340 n�y-� Z LLJ CONSTRUCTION CORRIDOR SHALL BE CONNECTED LL ^ J TO THE B" OR 12' GRAVITY SANITARY SEWER PER _ O CITY OF RALEIGH SPECIFICATIONS. n� 340 O N I EXISTING 15' RCPSTORM . 3. ALL PROPERTIES ALONG THE SOUTH SIDE OF `n z p SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER 0 LATERAL WITH CLEANOUT AT THE PROPERTY LINE \ 2 N LOCATED OUTSIDE OF RIGHT-OF-WAY. ( 1 `J y$Z2 335 4. TEMPORARY WATER LINES SHALL BE INSTALLED Li U ABOVE SANITARY SEWER AND SERVICES. O a 5. EXISTING UTILITIES SHOWN IN APPROXIMATE O W MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. Q ():� W 335 3 6. ALL NEW SANITARY SEWER MANHOLES SHALL BE�y� a_ m -T �: C/) 136 LOF 12 pip 0.!1395 O VERTICAL SCALE Z z Or 2 7U� Z LJ m�mifn ~ 0 1 2 4 CL Z 1 INCH = 2 FEET O LJJ I y 81 LF OF oI HORIZONTAL SCALE 0 rnh.3w rn IT IP 20 0 10 20 40 C/ O 9; N 1 INCH - 20 FEET "so zN DATE: JUNE 2017 DRAWN BY: ARH 330 SEAL n ' 027263 : rcnowwho,belirm 'tyc ; •=O� Call beforeyoudig► ate, CHECKED BY. PLC REVISIONS R H�� ,• NO. DATE w 330 13 Fa»O mn`gimcmi� 203E 12 IP@1. a3> y� � m 116 2 in 4 Zzj » O zzi SM 15 ML'l M0.83% TT DIP @ 76 LF OF 20' STEEL 325 CASING PIPE 325 e m m m mal m r nn m�� wLL wl�i wu W W W W w lid C9 .. .. .. I7 t0 .. u w W C7 (7 wLL w w� 1— ,a.w — 17.50 18+00 18.50 19-0 19+50 _ w I W \VN b'L'i )O Q d � V Public Sewer Collection / Extension System 1 The Oty W R—gh wn.en4 to M. ,vnneaban m4 a.tenaan of Me 1�J NQS CRY, Pu4k ,,.w ,yslsm o. M..n on M. pan. TM mnt.bl ane :CM-1.m.thoW — for tri p.)- .ha,-- t. Ir. tm4eM. me 011-1tlans of M, Chill P.— Utnnk. Men4Eoot Oty a Pal.gh PueF. uari. D.,em�l sans / AWhorimti.n to Comma w ,o mRa ATTENTION CONTRACTORS C�x7 a The Consbuctlon w VJ Contractor responsible for Me extension a( Water, sewer C7 and/or Reuse, as approved in these plans is responsible for ConfactinO the ENGINEERING SERVICES at (919) 9952409 and the PUBLIC z UTILITIES DEPARTMENT at (9191996-4540 at least twenty four hours o z prior to beginning any of their conabuchon. w FAILURE to notify both City Departments in advance of beginning Construction W111 result In the issuatrum of monetary Fines. z and require reinstallation of any Water or sewer fadll0es not Inspected as a result of U Lj I W \VN b'L'i )O Q d � V Public Sewer Collection / Extension System 1 The Oty W R—gh wn.en4 to M. ,vnneaban m4 a.tenaan of Me 1�J NQS CRY, Pu4k ,,.w ,yslsm o. M..n on M. pan. TM mnt.bl ane :CM-1.m.thoW — for tri p.)- .ha,-- t. Ir. tm4eM. me 011-1tlans of M, Chill P.— Utnnk. Men4Eoot Oty a Pal.gh PueF. uari. D.,em�l sans / AWhorimti.n to Comma FOR REVIEW ONLY Donor use lux--.,cnox IINFRA5TRUCTURE CONSTRUCTION PLAN APP I SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1"-2' V NI Canstn.aemn must so in . aereonae ah .9 L«til. Stot,, one ill F, e,nl RUN, one R.g,lotions PROJECT TRANSPORTATION FIELD SERVICES 50079797 PUBLIC UTILITIES STORM WATER PLANNING FIRE C16 URBAN FORESTRY ,o mRa ATTENTION CONTRACTORS � °oy w f!2 The Consbuctlon � Contractor responsible for Me extension a( Water, sewer and/or Reuse, as approved in these plans is responsible for ConfactinO the ENGINEERING SERVICES at (919) 9952409 and the PUBLIC UTILITIES DEPARTMENT at (9191996-4540 at least twenty four hours prior to beginning any of their conabuchon. FAILURE to notify both City Departments in advance of beginning Construction W111 result In the issuatrum of monetary Fines. and require reinstallation of any Water or sewer fadll0es not Inspected as a result of this not18mton failure FAILURE to call for Ins Oon Install a Downstream Plug have W' Permitted Plans on Job site or any other vkuation of City of Re/eigh Slandards *11 resuR In e Fine and Possible Exdusion from future work m the City o/Raleigh ` V W LLJ NOTES L /'J 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS. 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY Q SEWER SERVICES WITHIN AND ALONG THE n�y-� Z LLJ CONSTRUCTION CORRIDOR SHALL BE CONNECTED LL ^ J TO THE B" OR 12' GRAVITY SANITARY SEWER PER _ O CITY OF RALEIGH SPECIFICATIONS. O O N I . 3. ALL PROPERTIES ALONG THE SOUTH SIDE OF SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER 0 LATERAL WITH CLEANOUT AT THE PROPERTY LINE \ IF EXISTING SANITARY SEWER CLEANOUT IS N LOCATED OUTSIDE OF RIGHT-OF-WAY. ( 1 `J 4. TEMPORARY WATER LINES SHALL BE INSTALLED Li U ABOVE SANITARY SEWER AND SERVICES. a 5. EXISTING UTILITIES SHOWN IN APPROXIMATE O W MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. Q ():� W O 3 6. ALL NEW SANITARY SEWER MANHOLES SHALL BE�y� a_ m 5'e UNLESS OTHERWISE NOTED. �: C/) VERTICAL SCALE Z z Or 2 7U� Z LJ ~ 0 1 2 4 CL Z 1 INCH = 2 FEET O LJJ to oI HORIZONTAL SCALE 0 20 0 10 20 40 C/ O N 1 INCH - 20 FEET DATE: JUNE 2017 DRAWN BY: ARH rOoPpFE66`y,: 4 SEAL n ' 027263 : rcnowwho,belirm 'tyc ; •=O� Call beforeyoudig► ate, CHECKED BY. PLC REVISIONS R H�� ,• NO. DATE FOR REVIEW ONLY Donor use lux--.,cnox IINFRA5TRUCTURE CONSTRUCTION PLAN APP I SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1"-2' V NI Canstn.aemn must so in . aereonae ah .9 L«til. Stot,, one ill F, e,nl RUN, one R.g,lotions PROJECT TRANSPORTATION FIELD SERVICES 50079797 PUBLIC UTILITIES STORM WATER PLANNING FIRE C16 URBAN FORESTRY r Now W FORMEMY NOW OR FORMERLY / RICHARD S. WANIEL M. POSEY / �T� RR DAI 1 AND WIFE — AND WIFE / - GAIL B. POSEY Now OR roITMFmr KAREN ROYCE 111 I CHRISTOPHER SHELOW GENT -BM 1965 P . S DB 9427 PG 3� OB 6442 PG 151 2 BM 1966 -PG 204 "'"'"x- BM III PO 110 /,-- GABRIELLA SHELOW FIELD LOCATE LITERAL ANDPIN 0767.7757351 BM 1993 PG 130 DB 13650 PG 1618 CORE -DRILL MH 17 AT J612 SIFT OR. 3608 SWIFT DR.BM 1961 PG 115 APPROPRIATE ELEVATION TO ®iISEE LITERAL SADDLE M 1107 101 RECONNECT g9a -tom ` DETAIL FOR VCP AND DIP 5)2{ MERWIN OR A- _ CONNECT EXISTING SEWER SERVICE WITH SSMH 17 e PROPOSED 71 LF OF 12" DIP SANITARY SEWER 336— W/ 20" STEEL ENCASEMENT PIPE O.XXX" THICK. SEE DETAIL 4/1313 --- ROPOSED 12" DIP SANITARY SEWER C OUT V 2" STEEL-ENC/SEME PIPE O.XXX" TftX... E �DFTAIL 4/D13 \ 4" RESTRAINED JOINT DIP SS SERVICE O 1.00E WITH 8" DIA 0.25" THICK STEEL CASING EXTENDING A MINIMUM OF 3' PAST EACH SIDE OF WING WALL. PROVIDE RUBBER PIPE INSULATION AROUND SERVICE FOR ENTIRE CASING DISTANCE. / Q 007 y, / 007 Z3 ' 6p, w,��R 86 o• � �- BL 331 w"\ 4" RESTRAINED JOINT DIP SS IS CERVI E O 1.00E WITH 8" I " ° l ` Tr g DIA 0.25" THICK STEEL CASING EXTENDING A MINIMUM OF 3' I EDU- e 9�3 331 PAST EACH SIDE OF WING WALL. PROVIDE RUBBER PIPE9 INSULATION AROUND SERVICE FOR ENTIRE CASING DISTANCE. •1,y1r.'' �� \ \. b y \` NOW OR FORMER Lr MICHAEL S. CLARK AND COURTNEY D. CLARK i \ / \ - 331'-- OB 17963 16x4 PIN 0763 FI75G 3707 SMR DR. NOw OR FORYEALY \\\ _ IJOHN _ DR \ ROBERT J. HARVEY NOW OR FORMERLY DB 1x45 PG 351 NOw OR roAS P / DANIEL CABRAL, TRUSTEE Ph tan Pc axe THOMAS PENN" PIN menseoee _ � AND PATTIE W. PENN ............ 3609 SIFT DR. / AND WIFE - ANNE LOPEZ CABRAL, TRUSTEE - .. ,�.,.,..,.. ... fggfM\� rM J'q G /38 19+50 20+GO 20+50 21+00 _ 21+50 22+00 n+.5n 2a.nn Public Water Distribution / Extension System 1n. CH" w Rakish .en..nIs to the aanne.um and ..lm.lsn a1 In. Cave puMla —1. eptem m Ma.n m this Pm. m. --itl and Cmetn,ollan m•Mode used M .1. '.),1 shut conform to In. etmdmd. and Necncalbne 111 qa CRy'. 1 -ii, UI lee Hmdaook PcitywFr ulaa. u.Pwa I Pecos f Nd19rWam b ra'ew.l bio Public Sewer Collection / Extension System TM City PI R,hgh omemte to Me cannectbn and --,in o1 the Cpyiu l lion � Ihoe suead I. Oil.p,oi- Malin tend"annm io u. and elmdard. and .p•ddwtbne of Ne Call, P— utinw. NmdUaah. P,e u�DIen ax Paml / Avllwrizalim to L—,n INN ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of wider, sewer end/Or reuse as appmred In these plana 's responsible for confactin9 the ENGINEERING SERVICES at (919) 996-2409 and the PUBLIC UTILITIES DEPARTMENT at(919) 996-4540 at least f~fy lour hours prior m beginning any of their construction. FAILURE to notify both Cily Department-- advance of beginning Construction, Will .suit in the Issuance of monetary lines and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. FAILURE to call for Inspection, Install a Downsnoem Plug, have Perm Med Plans on Job site or any other Violation of City o/ Raleigh Standards Will fell in a Fine and Possible Ex lus on horn future work in the CM of Raleigh. L✓QTES' 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS. 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY SEWER SERVICES WITHIN AND ALONG THE CONSTRUCTION CORRIDOR SHALL BE CONNECTED TO THE 8" OR 12" GRAVITY SANITARY SEWER PER CITY OF RALEIGH SPECIFICATIONS. 3. ALL PROPERTIES ON THE SOUTH SIDE OF SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER LATERAL WITH CLEANOUT AT THE RIGHT OF WAY UNE IF EXISTING CLEANOUT IS LOCATED ON PROPERTY. 4. TEMPORARY WATER ONES SHAH BE INSTALLED ABOVE SANITARY SEWER AND SERVICES. 5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 6. ALL NEW SANITARY SEWER MANHOLES SHALL BE 5'0 UNLESS OTHERWISE NOTED. VERTICAL SCALE 2 0 1 2 4 I INCH = 2 FEET HORIZONTAL SCALE 20 0 10 20 40 1 INCH = 20 FEET U3 w 1 ' uM 3>19 PG 766 BM 1974 PG 170 PIN 071137479" / \ OB/ 5268 PG ®d�VP4-PC PIN 0763740658 109 170 Do Nor us POR-N-11cnoe Ul before you I C7 z 3605 SWIFT DR. / 3603 SWIFT DR. W CITY OF RALEIGH - PUNS AUTHORIZED FON CONSTRUCTION 6" P STORM 12'X8' RCB STORM NI Conseudim ri M in adsrd... Federal R.I. and wah PII Local. state. arW Ra9ula1— bN� 4�pN c � 17 oK U Nps~ aSH (/"e ?p4�% )� SSMH rp SEAL ;LL: PUBLIC unun6s STORM 027209 .:O 16 W WATER • ^•ice PUNNING +�FyO.� tk H�1 s. 31n FIRE URBAN FORESTRY m Fv u Z o 335 15" RCF STORM m y tt -- _ 335 19 lM 2 N `L v� _ EXISTING/FINISH GRADE 8H. Sr uzzp mr 2»> Qz zz 330 CRADD CRETE ..;�. f 330 76 LF OF 12.137 @' 0. 3% N,^yPy 95 LFO 12•DIP Qa OAS% 325 to '�� a \ gm z W O _ 76 LF OF 20" STEEL CASING m 325 zo PIP EE DETAL 4 137 ym^;�m 24 L OF 16 >> zz� 17 _ 320 320 WLL W W W (Dm Wm f7� O.. 19+50 20+GO 20+50 21+00 _ 21+50 22+00 n+.5n 2a.nn Public Water Distribution / Extension System 1n. CH" w Rakish .en..nIs to the aanne.um and ..lm.lsn a1 In. Cave puMla —1. eptem m Ma.n m this Pm. m. --itl and Cmetn,ollan m•Mode used M .1. '.),1 shut conform to In. etmdmd. and Necncalbne 111 qa CRy'. 1 -ii, UI lee Hmdaook PcitywFr ulaa. u.Pwa I Pecos f Nd19rWam b ra'ew.l bio Public Sewer Collection / Extension System TM City PI R,hgh omemte to Me cannectbn and --,in o1 the Cpyiu l lion � Ihoe suead I. Oil.p,oi- Malin tend"annm io u. and elmdard. and .p•ddwtbne of Ne Call, P— utinw. NmdUaah. P,e u�DIen ax Paml / Avllwrizalim to L—,n INN ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of wider, sewer end/Or reuse as appmred In these plana 's responsible for confactin9 the ENGINEERING SERVICES at (919) 996-2409 and the PUBLIC UTILITIES DEPARTMENT at(919) 996-4540 at least f~fy lour hours prior m beginning any of their construction. FAILURE to notify both Cily Department-- advance of beginning Construction, Will .suit in the Issuance of monetary lines and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. FAILURE to call for Inspection, Install a Downsnoem Plug, have Perm Med Plans on Job site or any other Violation of City o/ Raleigh Standards Will fell in a Fine and Possible Ex lus on horn future work in the CM of Raleigh. L✓QTES' 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS. 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY SEWER SERVICES WITHIN AND ALONG THE CONSTRUCTION CORRIDOR SHALL BE CONNECTED TO THE 8" OR 12" GRAVITY SANITARY SEWER PER CITY OF RALEIGH SPECIFICATIONS. 3. ALL PROPERTIES ON THE SOUTH SIDE OF SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER LATERAL WITH CLEANOUT AT THE RIGHT OF WAY UNE IF EXISTING CLEANOUT IS LOCATED ON PROPERTY. 4. TEMPORARY WATER ONES SHAH BE INSTALLED ABOVE SANITARY SEWER AND SERVICES. 5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 6. ALL NEW SANITARY SEWER MANHOLES SHALL BE 5'0 UNLESS OTHERWISE NOTED. VERTICAL SCALE 2 0 1 2 4 I INCH = 2 FEET HORIZONTAL SCALE 20 0 10 20 40 1 INCH = 20 FEET e oa �oZIN m�4 R Is 3 A N W O W (n QLLJ I� (/) Z CL J Q O ~ N \ = U Z U _ a z0w elf O mm � U-) LQ (n Z ZW oc Z LLJ a Q = W Ev cQn O Ln 0:�O a -N 1E :.� DATE: JUNE 2017 DRAWN BY. ARH CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1`2' V PROJECT 50079797 C17 U3 w 1 U FOR REVIEW ONLY 6nowwhat'sbelow rV Do Nor us POR-N-11cnoe Ul before you I C7 z INFRASTRUCTURE CON TRUCTION PLAN APP ROVAL }o, W CITY OF RALEIGH - PUNS AUTHORIZED FON CONSTRUCTION z U NI Conseudim ri M in adsrd... Federal R.I. and wah PII Local. state. arW Ra9ula1— bN� 4�pN c � 17 oK U Nps~ aSH (/"e ?p4�% )� TRANSPORTATION FIELD SENNCES rp SEAL ;LL: PUBLIC unun6s STORM 027209 .:O WATER • ^•ice PUNNING +�FyO.� tk H�1 s. FIRE URBAN FORESTRY e oa �oZIN m�4 R Is 3 A N W O W (n QLLJ I� (/) Z CL J Q O ~ N \ = U Z U _ a z0w elf O mm � U-) LQ (n Z ZW oc Z LLJ a Q = W Ev cQn O Ln 0:�O a -N 1E :.� DATE: JUNE 2017 DRAWN BY. ARH CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1`2' V PROJECT 50079797 C17 U3 w U > rV W PC O4 C7 z x }o, W F z U � z W bN� 4�pN c � 17 oK U Nps~ e oa �oZIN m�4 R Is 3 A N W O W (n QLLJ I� (/) Z CL J Q O ~ N \ = U Z U _ a z0w elf O mm � U-) LQ (n Z ZW oc Z LLJ a Q = W Ev cQn O Ln 0:�O a -N 1E :.� DATE: JUNE 2017 DRAWN BY. ARH CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1`2' V PROJECT 50079797 C17 UPSTREAM MANHOLE LOCATED \ 106.18''FROM SEWER \ MOR OR FORMERLY CONNECTION POINT \ JASON DC'SSARY k LISA GOULDIE Alli) 58.24' \ 00 1 PG 1999 INV N-346.19' 001 eM t9 teo INV OU7=346.19' \ PIN 0 314 \ 1501 PINEnEW OIL SS,MANHOLE of/ WATERTIGHT FRAME `AND COVER (TYP.) \ 1 PROPOSED 24 LF OF 16' STEEL \ 9Bl _ ENCASEMENT PIPE 0.375' THICK. \ EXTEND 5' BEYOND BACKSIDE OF \ \ 1+00 ENGINEERED WALL AND RIPRAP. SEE DETAIL 4/D13 \ 30 I At PROPOSED 12" DIP t be SANITARY SEWER 60, pu 12'DIP SANITARY I 001 B" RE'�TRAINED JOINT DIP SANITARY SEWER NOW OR FORMERLY ROBERT J. SOTAK AND WIFE HEE SOOK SONG DB 6893 PG 913 N BM 1959 PC 176 PIN 0763656574 1504 PINEVIEW DR. mdc' PROPOSED 8" DIP SSMH SANITARY SEWER 9 Now OR FORMERLY 20 rn CRAIG A. BARTHOLOMEW -z a SSMH w>> y S t� MELISSA P. BARTHOLOMEW z 7766 PY. 745 NOW OR FORMERLY 1656 PO 176 %M, 63656673 500 PI DR. PATRICIA N. HYMAN INFRASTRUCTURE CONSTRUCTION I I ' 2I DS 2997 PC 354 R9p0 A l / CUT (TP) BM 1959 PG 176 ..Fez TRANSPORTATION FIELD SERVICES PIN 0793659799 S MH SSMH 3734 SWIFT DR. I HOW OR FORMF3RL IARNOLOUS A. VERHO N w 30 Z rn^ 3`ci EXISTING GRADE AND WIFE 1/`l` ^ 18 6" DIP 14 ni ROSEMARIE VERHOEN IN 340 350 WATER MAIN DB 1670 PC 130 I 340 350 BM 1959 PG 176 CONCRETE - PIN 0793MMU 1•L' y z z z PROPOSED GRADE y in Fr 1417 PINEVIEW DR. T CRADLE p I 325 12'DIP SANITARY I 001 B" RE'�TRAINED JOINT DIP SANITARY SEWER NOW OR FORMERLY ROBERT J. SOTAK AND WIFE HEE SOOK SONG DB 6893 PG 913 N BM 1959 PC 176 PIN 0763656574 1504 PINEVIEW DR. mdc' PROPOSED 8" DIP SSMH SANITARY SEWER 9 Now OR FORMERLY 20 rn CRAIG A. BARTHOLOMEW -z a SSMH w>> y AND WIFE t� MELISSA P. BARTHOLOMEW z 7766 PY. 745 to 1656 PO 176 %M, 63656673 500 PI DR. ��? INFRASTRUCTURE CONSTRUCTION I I \PED /�� R9p0 A l / CUT (TP) 1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS. 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY SEWER SERVICES WITHIN AND ALONG THE CONSTRUCTION CORRIDOR SHALL BE CONNECTED TO THE 8' OR 12' GRAVITY SANITARY SEWER PER CITY OF RALEIGH SPECIFICATIONS. 3. ALL PROPERTIES ON THE SOUTH SIDE OF SWIFT DRIVE .SHALL RECEIVE NEW SANITARY SEWER LATERAL WITH CLEANOUT AT THE RIGHT OF WAY LINE IF EXISTING CLEANOUT IS LOCATED ON PROPERTY. 4. TEMPORARY WATER LINES SHALL BE INSTALLED ABOVE SANITARY SEWER AND SERVICES. 5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 6. ALL NEW SANITARY SEWER MANHOLES SWILL BE 5'6 UNLESS OTHERWISE NOTED. /Z PROPOSED 8" DIP SANITARY SEWER PROPOSED 11 LF OF 16 — STEEL ENCASEMENT PIPE 0.375' THICK. SEE DETAIL 4/D13 o � N a C m \ % I >7 I \ I mDZmjz 30,00 30+50 31+00 31-50 \NOW OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN-GUEDIRA XBB P512070 \I�1906PC204 070 PIN 07037$23748 SWIFT , • ' 101 0111 PROPOSED 12" DIP SANITARY SEWER RIw RF\N�r n0 O i NOW OR FORMERLY 'tDWARD JAMES DUNPHY AND WIFE JUDITH KAY DUNPHY DB 6252 PC 455 BM 1965 PG 2D4 FMN 0783754435 3709 SWIFT DR. vW Z — SSMH E2z 9 m 20 rn ngPZ<� -z a SSMH w>> y 5 355 340 iR 30,00 30+50 31+00 31-50 \NOW OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN-GUEDIRA XBB P512070 \I�1906PC204 070 PIN 07037$23748 SWIFT , • ' 101 0111 PROPOSED 12" DIP SANITARY SEWER RIw RF\N�r n0 O i NOW OR FORMERLY 'tDWARD JAMES DUNPHY AND WIFE JUDITH KAY DUNPHY DB 6252 PC 455 BM 1965 PG 2D4 FMN 0783754435 3709 SWIFT DR. EXISTIIN SSMH SSMH 31 ; - 3?�'apOw�eR 'Y FINISHEC 20 rn SEAL , -z a SSMH w>> y 5 355 340 iR 355 FOR REVIEW ONLY Do am use roe cossmucnos i;66 0 N!~iIKZZZ INFRASTRUCTURE CONSTRUCTION 345 SCALE 8 S $ � EXISTING GRADE � 3 10 no HFe Nz M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane Fadaml R.W. and Regulations 1 "=2D' H Tj� z8'X5' RCB STORM ..Fez TRANSPORTATION FIELD SERVICES 6" DIP F WATER MAIN S MH SSMH � 60" RCP STORM w 30 Z rn^ 3`ci EXISTING GRADE 330 1/`l` ^ 18 6" DIP 14 ni 340 350 WATER MAIN Z0 �z5 340 350 CONCRETE 1•L' y z z z PROPOSED GRADE y in Fr CRADLE p I 325 C7 335 ENGINEERED WALL .. o 335 SEE STRUCTURAL DESIGN PROPOSED 11 LF OF 16' STEEL J PROPOSED ENCASEME PIPE 0.375' THICK. SEE DETAIL 345 RIPRAP 4 61 L OF a' IP @ Q54% W 345 W 39,°fr OF a 0\P rF�e 64 LF F 6' DIP @ 0.502 24 LF OF 16' STEEL CASING PIPE 340 1 1 340 n� L9 W W c7 m� W (7 W O (9 f9 30,00 30+50 31+00 31-50 \NOW OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN-GUEDIRA XBB P512070 \I�1906PC204 070 PIN 07037$23748 SWIFT , • ' 101 0111 PROPOSED 12" DIP SANITARY SEWER RIw RF\N�r n0 O i NOW OR FORMERLY 'tDWARD JAMES DUNPHY AND WIFE JUDITH KAY DUNPHY DB 6252 PC 455 BM 1965 PG 2D4 FMN 0783754435 3709 SWIFT DR. 40+00 40+50 Public Sewer Collection / Extension System Tire City er Ral.iwn am..nt, t. the—.ts,U. and ..t.n.kn o1 N. city'. Patic .sew .,I— m Fowl m Mb Pon. ln. matwbl and Can.W"' ..pods u.14 1.r tnl. o)- .n. wnl.rrn t° In. .tandwd. and ac.orcotkn..t tlw Qty'. Neu. uUntme Hon4pooA. coy Daww»°t — A4nori.alien b Cwa4u 1 Public Water Distribution / Extension System ln. Day o1 Ras" wn..nt. to U. wnn.otbn and .. -- .1 tn. Qty'. Pugk ..tw .ra— a .noon on qb pars. This m.twld aM Co —tlm m.UOW ossa far tnb .roje.t .na. eanrwm to the Maid -Gs amd .pedr .ion. of Ua CRY. Public utilities Hiiril A. tail 6.Pednl.M P— F AWwboYon to Con.tnxt Ibt. r The COnsbucfpn Contractor responsible for Me extension of water sewer and/or suss. as approved In these plans. Is responsible for contacbn9 the ENGINEERING SERVICES at (919) 996-2409, and Na PUBLIC UTILITIES DEPARTMENT at (919) 9964540 at least twenty lour hours prior to beginning any of their construction. FAILURE to notify both CM Departments In advance of beginning Construction Will msuR'n the Issuance of monetary Ones and require minstallabon of any water or sewer facilities not Inspected as a resuR of this no69cabon failure FAILURE to call for Inspection, Instal/ a Downstream Plug, have Permitted Plans On Job site or any other Violation of City of Raleigh Standards Will result in a Fine and Possible Excitation, from future work in the City of Ralsigh. 2� PROPOSED CLEANOUT PROPOSED 12" DIP (TYP) SANITARY SEWER O � 1t maw<D� a a��8 zN A ��goo• 8 � � I :61�'=1 m m EXISTIIN SSMH ; - 3?�'apOw�eR 'Y FINISHEC 20 rn SEAL , 340MH 5 MH 2 $ 340 4 FINISHED GRADE m ��$ FOR REVIEW ONLY Do am use roe cossmucnos ZZg � INFRASTRUCTURE CONSTRUCTION 345 SCALE 8 S $ � EXISTING GRADE � 3 10 345 M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane Fadaml R.W. and Regulations 1 "=2D' H Tj� z8'X5' RCB STORM 335 TRANSPORTATION FIELD SERVICES 6" DIP F WATER MAIN 335 PUSUC UTILITIES � 60" RCP STORM 330 1/`l` ^ 18 6" DIP FIRE FIRE 340 330 WATER MAIN 340 CONCRETE 1•L' 325 CRADLE p I 325 C7 335 .. o 335 PROPOSED 11 LF OF 16' STEEL J ENCASEME PIPE 0.375' THICK. SEE DETAIL 4/013 330 330 N� W 40+00 40+50 Public Sewer Collection / Extension System Tire City er Ral.iwn am..nt, t. the—.ts,U. and ..t.n.kn o1 N. city'. Patic .sew .,I— m Fowl m Mb Pon. ln. matwbl and Can.W"' ..pods u.14 1.r tnl. o)- .n. wnl.rrn t° In. .tandwd. and ac.orcotkn..t tlw Qty'. Neu. uUntme Hon4pooA. coy Daww»°t — A4nori.alien b Cwa4u 1 Public Water Distribution / Extension System ln. Day o1 Ras" wn..nt. to U. wnn.otbn and .. -- .1 tn. Qty'. Pugk ..tw .ra— a .noon on qb pars. This m.twld aM Co —tlm m.UOW ossa far tnb .roje.t .na. eanrwm to the Maid -Gs amd .pedr .ion. of Ua CRY. Public utilities Hiiril A. tail 6.Pednl.M P— F AWwboYon to Con.tnxt Ibt. r The COnsbucfpn Contractor responsible for Me extension of water sewer and/or suss. as approved In these plans. Is responsible for contacbn9 the ENGINEERING SERVICES at (919) 996-2409, and Na PUBLIC UTILITIES DEPARTMENT at (919) 9964540 at least twenty lour hours prior to beginning any of their construction. FAILURE to notify both CM Departments In advance of beginning Construction Will msuR'n the Issuance of monetary Ones and require minstallabon of any water or sewer facilities not Inspected as a resuR of this no69cabon failure FAILURE to call for Inspection, Instal/ a Downstream Plug, have Permitted Plans On Job site or any other Violation of City of Raleigh Standards Will result in a Fine and Possible Excitation, from future work in the City of Ralsigh. 2� PROPOSED CLEANOUT PROPOSED 12" DIP (TYP) SANITARY SEWER O � 1t maw<D� a a��8 zN A ��goo• 8 � � I :61�'=1 m m 50+00 NOW OR FORMERLY GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM DB 2056 PG 240 BEI 1 079 PG 204 R94 0763756357 SWIFT DR. - 001 i 2o�ATf ri* STP,RR7-L NOW OR FORMERLY RICHARD S. WARR AND WIFE KAREN ROYCE WARR DB 9423 PC 386 BM 1965 PC 2D4 PW 07533757351 3612 SHIFT DR. is- Krow whaPs 1191011L Cal hekFsyw EYg VERTICAL SCALE 2 0 1 2 4 I INCH = 2 FEET HORIZONTAL SCALE 20 0 70 20 40 I INCH = 20 FEET rn PQ U 6 Do Y, � c� Is. z o a w z U Z fa7 oir c � U 1 �l�j NpP 0 No�WPEI mw 3 A C\l W o W (n Q n= to Llj Z LLL I\ J Q � ~ N \ U � L z0w 21fo M3 � (n ~ w cl� zwCIL W ' Z) 0 L O N DATE: JUNE 2017 DRAWN BY: ARH CHECKED BY: PLC EXISTIIN G GRADE ; - 3?�'apOw�eR 'Y FINISHEC GRADE SEAL , 340MH �2!B' 340 m Zg i FOR REVIEW ONLY Do am use roe cossmucnos + a n F N m II INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE NuZ>ZZ>Zp>2 S�m2 1 "=2' V M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane Fadaml R.W. and Regulations 1 "=2D' H NiY"` NN K� 335 TRANSPORTATION FIELD SERVICES 6" DIP F WATER MAIN 335 PUSUC UTILITIES � II 330 1/`l` ^ 18 FIRE FIRE 330 LPC&63V 0\P � 1•L' 325 325 C7 50+00 NOW OR FORMERLY GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM DB 2056 PG 240 BEI 1 079 PG 204 R94 0763756357 SWIFT DR. - 001 i 2o�ATf ri* STP,RR7-L NOW OR FORMERLY RICHARD S. WARR AND WIFE KAREN ROYCE WARR DB 9423 PC 386 BM 1965 PC 2D4 PW 07533757351 3612 SHIFT DR. is- Krow whaPs 1191011L Cal hekFsyw EYg VERTICAL SCALE 2 0 1 2 4 I INCH = 2 FEET HORIZONTAL SCALE 20 0 70 20 40 I INCH = 20 FEET rn PQ U 6 Do Y, � c� Is. z o a w z U Z fa7 oir c � U 1 �l�j NpP 0 No�WPEI mw 3 A C\l W o W (n Q n= to Llj Z LLL I\ J Q � ~ N \ U � L z0w 21fo M3 � (n ~ w cl� zwCIL W ' Z) 0 L O N DATE: JUNE 2017 DRAWN BY: ARH CHECKED BY: PLC %i,7 REVISIONSN ; - 3?�'apOw�eR 'Y SEAL , N0. DATE FOR REVIEW ONLY Do am use roe cossmucnos INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane Fadaml R.W. and Regulations 1 "=2D' H PROJECT TRANSPORTATION FIELD SERVICES 50079797 PUSUC UTILITIES STORM WATER 1/`l` ^ 18 FIRE FIRE URBAN FORESTRY CA 4s" SF 1 B" INSERTION VALVE � 2p. NOW OR FORMERLY RAYMOND d4 FLORENCE VICKERY DR 1]735 PG 1B5 ON 1959 PG 170 PIN: 07/17656647 1416 PINENIEW DR. / r / W U EXISTING GRADE W _ _ m `\ } 45" BEND W/ OCKQIIG 8" IP ER MAIN — SS Ss— z PIPE 0.M" 41ICK-.Z)i 51— -L-— \ - REPLACE 8' DIP WATER MAIN 10 LF ON \ BEND W/BLOCKING BY \ OR --� �V EITHER SIDE OF NEW 15"0 STORM PIPE. \ \ P WATER MAIN SHALL BE INSTALLED UNDER NOW ON FORMERLY I JASON DOSSARY & LISA GOULDIE \ 350 STORM PIPE WITH V-6' CLEARANCE BETWEEN BOTTOM OF 15' RCP STORM PIPE \ 18' RCP 1501 PINEVIEW DR. 1 AND TOP OF B' DIP WATER AWN \ Q6 B" INSERTION \ ` VALVE \ m Ci m 156 ralnstallatIon of any water or sewer facilities not Inspected as a result of �� FINISHED GRADE zrc FAILURE to call for Inspection, Install a Downstream Plug, have f O Z ;.1 v \ mWWW 3 > - NOW OR FORMERLY ARNOLDUS A. VERHOENEN Standards will result In a Fine and Possible Exclusion from future work in �\ AND WIFE \ MOU 5 p ROSEMARIE VERHOENEN 8' DIP En qVd(\ DB 1670 PC 1 3 EIM PG176 PIN 10787656882 1417 PINEVIEW \ \ Q P959 DR. WATER MAIN P RELOCATE FIRE HYDRANT \ CIA FORNERLY 8" INSERTION TO BACK OF SIDEWALK \ PATNOW RI IA HYMAN N. f VALVE O 354 BN 'Y4" COPPER WATER SERVICE / 139 LF B" DIP —' / WATER MAIN / r r % PROVIDE \ _ t959 PG 179 / — — WATER ARYV PIN o7s1e5e7ee —� WATER SERVICE \ 8' TEE ]7]4 SWIM DR. 8"x6" 35y REDUCER - VALVE NN —OR FORMEA�L DELNA R. MILLS / 08 2094 PG 1011 / ON 1980 PG 80 PIN 0793856784 1422 PINEVIEW DR. / COPPERSWATER ERVICE MECHANICAL JOINT CAP WITH CONCRETE THRUST / BLOCK W U EXISTING GRADE W _ _ m `\ } 45" BEND W/ OCKQIIG 8" IP ER MAIN — SS Ss— z PIPE 0.M" 41ICK-.Z)i 51— -L-— — — 46 2—_ BEND W/BLOCKING BY \ OR --� �V 348= A sp' 2� NN —OR FORMEA�L DELNA R. MILLS / 08 2094 PG 1011 / ON 1980 PG 80 PIN 0793856784 1422 PINEVIEW DR. / COPPERSWATER ERVICE MECHANICAL JOINT CAP WITH CONCRETE THRUST / BLOCK 10+00 10+50 11+00 11+50 SEE NOTE 9 ._---� MIN �T _ S =44 LF 6'0 :c 60' PUBLIC RAW SS DIP W��'' - B" GATE VALVE- --347 346 34 _ 343-- 2_ —_ --34_`-- W U EXISTING GRADE EASEMENT to — STING 8' z PIPE 0.M" 41ICK-.Z)i 51— -L-— — — TER AWN N n w u �4% ( EE NOTES) 350 350 ENGINEERING SERVICES at (919) 9962408 and the PUBLIC NOW ON FORMERLY I JASON DOSSARY & LISA GOULDIE ± W + 350 OB 13577 PG 1999 BM 1980 PG 780 PIN 0783859514 W I 18' RCP 1501 PINEVIEW DR. 1 YW/ FINISHED FAILURE to notify both City Depanme is in advance of beginning STORMWATER Construction, will result In the Issuance of monetary fines, and require I -n m Ci m ralnstallatIon of any water or sewer facilities not Inspected as a result of m FINISHED GRADE zrc FAILURE to call for Inspection, Install a Downstream Plug, have f O Z ;.1 v 'z mWWW 3 > - Standards will result In a Fine and Possible Exclusion from future work in the City of Raleigh. MOU 12" DIP 8' DIP dN SANITARY 28 LF OF.. WATER MAIN K z e, 1. ALL PROPERTIES ALONG THE SOUTH SIDE OF W 345 345 SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE WITH NEW WATER METER AT THE PROPERN LINE 345 O 345 IF EXISTING WATER METER IS LOCATED OUTSIDE OF RIGHT-OF-WAY. V I Q B" DIP n�n • • 1 WATER MAIN 2. TEMPORARY WATER LINES SHALL BE INSTALLED °D 23 LF OF 16' STEEL ENCASEM TT (/7 O .- m X 6" DIP 342 340 W 7 WATER MAIN z WALL AND RIPRAP. SEE DETAIL /D13 340 342 TEMPORARY WATER UNE DURING CONSTRUCTION. ON TILL wLL mLL TILL r;� �ti 6.. 10+00 10+50 11+00 11+50 SEE NOTE 9 ._---� MIN �T _ S =44 LF 6'0 :c 60' PUBLIC RAW SS DIP W��'' - B" GATE VALVE- --347 346 34 _ 343-- 2_ —_ --34_`-- 20,00 20.50 21+00 N W U EXISTING 6' EASEMENT to — 23 LF OF 16' STEEL ENCASEMENT , z PIPE 0.M" 41ICK-.Z)i 51— -L-— — — _ BEYOND BEYOND BACKSIDE OF ENGINEERED I �4% WALL AND RIPRAP. SEE DETAIL 4/Dj EXISTING GRADE 350 — ENGINEERING SERVICES at (919) 9962408 and the PUBLIC NOW ON FORMERLY I JASON DOSSARY & LISA GOULDIE `v \ OB 13577 PG 1999 BM 1980 PG 780 PIN 0783859514 W I SEE UCNRAL DESIGN 1501 PINEVIEW DR. 1 YW/ 20,00 20.50 21+00 N W U EXISTING 6' W y WATER MAIN z O PG (SEE NOTE 5) W W 350 U EXISTING GRADE 350 ENGINEERING SERVICES at (919) 9962408 and the PUBLIC ENGIN ED WALL `v UTILITIES DEPARTMENT at 19191996-4540 et least twenty lour hours SEE UCNRAL DESIGN prior to beginning any of their construction. FINISHED FAILURE to notify both City Depanme is in advance of beginning Construction, will result In the Issuance of monetary fines, and require GRADE n ralnstallatIon of any water or sewer facilities not Inspected as a result of + zrc FAILURE to call for Inspection, Install a Downstream Plug, have ;.1 v Pemitted Plans on Job site, or any other Violation of City of Raleigh Standards will result In a Fine and Possible Exclusion from future work in the City of Raleigh. 8" TEE 12" DIP SANITARY 28 LF OF.. SEWER 16" STEEL 1. ALL PROPERTIES ALONG THE SOUTH SIDE OF W 345 CASING PIPE SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE WITH NEW WATER METER AT THE PROPERN LINE 345 O IF EXISTING WATER METER IS LOCATED OUTSIDE OF RIGHT-OF-WAY. V I Q B" DIP • • 1 WATER MAIN 2. TEMPORARY WATER LINES SHALL BE INSTALLED °D 23 LF OF 16' STEEL ENCASEM TT (/7 PIPE 0.375' THIDEE EXPEND 5' 340 BEYOND BACKSIDE OF ENGINEERED z WALL AND RIPRAP. SEE DETAIL /D13 340 TEMPORARY WATER UNE DURING CONSTRUCTION. ON ONCE CONSTRUCTION IS COMPLETED OR TO A 20,00 20.50 21+00 N W U W y U z O PG W W z U C! rzs ATTENTION CONTRACTORS i U�4 Construction Contractor responsible for the extension of water, sewer awThe 1Wu and/or reuse, as approved in these plans, is responsible for confachna tte � � i ENGINEERING SERVICES at (919) 9962408 and the PUBLIC `v UTILITIES DEPARTMENT at 19191996-4540 et least twenty lour hours prior to beginning any of their construction. FAILURE to notify both City Depanme is in advance of beginning Construction, will result In the Issuance of monetary fines, and require ralnstallatIon of any water or sewer facilities not Inspected as a result of this nofi5wtion failure. FAILURE to call for Inspection, Install a Downstream Plug, have Pemitted Plans on Job site, or any other Violation of City of Raleigh Standards will result In a Fine and Possible Exclusion from future work in the City of Raleigh. 1. ALL PROPERTIES ALONG THE SOUTH SIDE OF W SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE WITH NEW WATER METER AT THE PROPERN LINE W / ^ O IF EXISTING WATER METER IS LOCATED OUTSIDE OF RIGHT-OF-WAY. V I Q 2. TEMPORARY WATER LINES SHALL BE INSTALLED Q (/7 ABOVE SANITARY SEWER AND SERVICES. z 3. WATER SERVICES SHALL BE CONNECTED TO THE TEMPORARY WATER UNE DURING CONSTRUCTION. ON ONCE CONSTRUCTION IS COMPLETED OR TO A LLI POINT WHERE THE PERMANENT WATER MAIN IS INSTALLED, TESTED, AND DISINFECTED, AND Q I J APPROVED BY THE CITY OF RALEIGH, THE WATER SERVICES SHALL BE DISCONNECTED FROM THE TEMPORARY WATER LINE AND CONNECTED TO THE PERMANENT WATER AWN. 'T `L 4. AFTER PERMANENT WATER MAIN AND WATER /1� U —� Ln SERVICES HAVE BEEN INSTALLED, TESTED, AND 7 DISINFECTED, THE TEMPORARY WATER LINE SWILL Z O LJ z BE REMOVED/ ABANDONED. WATER LINE SHALL BE CAPPED D CONCRETE BLOCKING Q of SHALL BE N Q CL RP OMDED. 5. EXISTING UTILITIES SHOWN IN APPROXIMATE W LL MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 6. SOME WATER MAINS, VALVES, INSERTION VALVES, I �1 v / z z BENDS, SLEEVES, ETC. ARE NOT SHOWN IN Z W PROFILE FOR CLARITY. Q - 7. INSERTION VALVE SHALL BE INSTALLED ON THE O G,,,S N AME PIECE OF PIPE AS THE TAPPING SADDLE TO W c) PREVENT PIPE SEPARATION UPON VALVE CLOSURE. CC \ / O B. WATER AND SANITARY SEWER MAINS SHALL G MAINTAIN 10' HORIZONTAL SEPARATION. WHERE / �1 0 THIS CANNOT BE ACHIEVED BOTH UTILITIES SHALL v /Of BE FERROUS PIPE AND WATER AWN SHALL N MAINTAIN 18" VERTICAL SEPARATION ABOVE SANITARY SEWER MAIN. VERTICAL SCALE DATE. JUNE 2017 2 D 1 2 4 DRAWN BY: ARH I INCH - 2 FEET CHECKED BY: PLC HORIZONTAL SCALE REVISIONS 20 o ID 20 40 N0.DATE I INCH = 20 FEET FOR REVIEW ONLY Do oar use ---mm* Know what's below Call before you,Rg INFRASTRUCTURE CONSTR TION PAN APPROVAL SCALE CRY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "_1' V NI Construction must bs in ii—rdance rkh oil L-1. Stats, aM 1 "-2D' H Federal Rule and R,pulations ��"(H GRjO c• TRANSPORTATION FIELD SERMCES PROJECT 50079797 ;?Q: p�•f.Sal°r'`'L'% ' a PUBLIC UTILITIES SEAL •�: 027263 :A, PLANNINGOATER :RHmet s: C 19 ORE r URBAN FORESTRY OR FORMERLY o" SYRON BAIRD RY C, LEMNGT,'T%STEE OF WARREN SAIRD Y C. LEVINGS REVOCABLE TRUST Now PC D8 8 1 PC 276 DIS 15226 'ON sell 19060 PC led SM 19 Out PC 227 PN 079375171112 PIN U711257507 3726 SWIFT OR 3730 SWIFT DOR6 PROVIDE a TEMPORARY (30 WATER SERVICE REPLACE B" DIP WATER N 10 LF 0 EITHER SIDE OF NEW 1 ORM PIPE -1WATEP,--�4MAA11N----9HALr-BE 11 UNDER STORM PIPE WITH 1 - CLEARANCE BETWEEN BOTTOM OF 15' RCP STORM PIPE 20, A140 TOf OF 6- DIP—WATER M�N SS 2 MiN. NOTE 8 ION SEE NOTE 8 SEE NOTE PROVIDE LOD ------------------------ TEMPORARY WATER SERVICE 30-00 30-50 31-00 REPLACE 6" DIP WATER MAN 10 tF ON - EITHER SIDE Of' NEW 1��f STORM PIPE. --WATE"N-SMALE-SE INSTALLED UNDER STORM PIPE WITH V-6* CLEARANCE BETWEEN BOTTOM OF 15* RCP STORM PIPE AND TOP 0"- OLE -WATER MAINI- INSERTION I ka VALVE NA\ E 'i� INSERTION 6 ' _�\ \ � . N E .N VA VALVE VALVE: 2 MIN. 0' SS SS SS -1 S`3 6- 1 SER-nON T E VALVE SEE NOTE B SEE NO 8 REPLACE 6" DIP WATER M 1 10 LF ON EITHER SIDE OF NEW 15"Ill 0 PIPE. WATER MAIN SHALL BE I_ DER STORM PIPE WITH -15 491WEE11000771DIMI OF +-17'W AND TOP OF 6" D 1 R MAI Lo. LOD -LoD \—�� ADD ---u0D IFO! REVIEW ONLY1 FINISHED EXISTING - GRADE GRADE z 345 CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION 15" RCP 2:-rp 1 "=2' V 345 ATTENTION CONTRACTORS 1 "--20' H Z STORM TRA14SIORTAION FIELIC S11111:11 PUBLIC UTILITIES STORM WATER PL,kNNING PROJECT 50079797 340 FIRE 12'x5' RCB 15- RCP 340 ENGINEERING SERVICES at (919) QW2409, and the PUBLIC EXISTING STORM STORM UTILITIES DEPARTMENT at (919) 9915-4540 at least twenty four hours 6" WX ER MAIN 6' WATER MAIN FAILURE to notity both City Department— adhiance of beginning (SEE NOTE 5) Construction. *If resuft in Me Issuance of incunettify fines. and requin, (SEE NOTE 5) reinstallation of any water or serwar facilities; not Inspected as a result of this notifficabon failure FAILURE to call for Inspection, Install a Downstream Plug, hinm 335 340 Standards will ma." In a Fin. and Possible Exclusion from future work in 340 the City ofRaleigh ��,(ISTING 335 6" 335 WATER MAIN X $ LLJ ER (SEE NOTE 5) 6 0 bo 1330 30-00 30-50 31-00 REPLACE 6" DIP WATER MAN 10 tF ON - EITHER SIDE Of' NEW 1��f STORM PIPE. --WATE"N-SMALE-SE INSTALLED UNDER STORM PIPE WITH V-6* CLEARANCE BETWEEN BOTTOM OF 15* RCP STORM PIPE AND TOP 0"- OLE -WATER MAINI- INSERTION I ka VALVE NA\ E 'i� INSERTION 6 ' _�\ \ � . N E .N VA VALVE VALVE: 2 MIN. 0' SS SS SS -1 S`3 6- 1 SER-nON T E VALVE SEE NOTE B SEE NO 8 REPLACE 6" DIP WATER M 1 10 LF ON EITHER SIDE OF NEW 15"Ill 0 PIPE. WATER MAIN SHALL BE I_ DER STORM PIPE WITH -15 491WEE11000771DIMI OF +-17'W AND TOP OF 6" D 1 R MAI Lo. LOD -LoD \—�� ADD ---u0D 40+00 40+50 Public Water Distribution / Extension System Th. Car . asliil,� --1. 1. It. --I. — ..-- .1 In. .is . I, — . th. el. Th. —sr. — n-1 I this —*1 .. -- I. th. d ,i th, Cftyl, Pibfi, Utllft� Hw,b,,,,4L -Y - "No ofs— iii -it Public Sewer Collection Extension System M, ., = =,. to -- — -.— .1 City. �blic 11,4 .. -- -j� — —1— 1. th. —d— — fit th. City. P.bik V01— F—b—, CRY 0 —0 P— — Nw— �s IFO! REVIEW ONLY1 GRADE - U) z SCALE CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION 1 "=2' V ATTENTION CONTRACTORS 1 "--20' H 7 1. SEAL *.,- 027263 :U.- TRA14SIORTAION FIELIC S11111:11 PUBLIC UTILITIES STORM WATER PL,kNNING PROJECT 50079797 340 FIRE an,14 muse. as approved in them plans. is responsible for =too the 340 ENGINEERING SERVICES at (919) QW2409, and the PUBLIC EXISTING UTILITIES DEPARTMENT at (919) 9915-4540 at least twenty four hours prior to beginning any of their const—bon. 6' WATER MAIN FAILURE to notity both City Department— adhiance of beginning Construction. *If resuft in Me Issuance of incunettify fines. and requin, (SEE NOTE 5) reinstallation of any water or serwar facilities; not Inspected as a result of this notifficabon failure FAILURE to call for Inspection, Install a Downstream Plug, hinm 335 Standards will ma." In a Fin. and Possible Exclusion from future work in 335 the City ofRaleigh ��,(ISTING 6" WATER MAIN 1 . ALL PROPERTIES ALONG THE SOUTH SIDE OF LLJ ER (SEE NOTE 5) 330 LLJ U) < 1330 do CD 40+00 40+50 Public Water Distribution / Extension System Th. Car . asliil,� --1. 1. It. --I. — ..-- .1 In. .is . I, — . th. el. Th. —sr. — n-1 I this —*1 .. -- I. th. d ,i th, Cftyl, Pibfi, Utllft� Hw,b,,,,4L -Y - "No ofs— iii -it Public Sewer Collection Extension System M, ., = =,. to -- — -.— .1 City. �blic 11,4 .. -- -j� — —1— 1. th. —d— — fit th. City. P.bik V01— F—b—, CRY 0 —0 P— — Nw— �s IFO! REVIEW ONLY1 - U) z SCALE CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION 1 "=2' V ATTENTION CONTRACTORS 1 "--20' H 7 1. SEAL *.,- 027263 :U.- TRA14SIORTAION FIELIC S11111:11 PUBLIC UTILITIES STORM WATER PL,kNNING PROJECT 50079797 rhe Construction Corfmclo, responsible for the tudension of water. seweir FIRE an,14 muse. as approved in them plans. is responsible for =too the ENGINEERING SERVICES at (919) QW2409, and the PUBLIC IFO! REVIEW ONLY1 - I INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION 1 "=2' V ATTENTION CONTRACTORS 1 "--20' H 7 1. SEAL *.,- 027263 :U.- TRA14SIORTAION FIELIC S11111:11 PUBLIC UTILITIES STORM WATER PL,kNNING PROJECT 50079797 rhe Construction Corfmclo, responsible for the tudension of water. seweir FIRE an,14 muse. as approved in them plans. is responsible for =too the ENGINEERING SERVICES at (919) QW2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 9915-4540 at least twenty four hours prior to beginning any of their const—bon. FAILURE to notity both City Department— adhiance of beginning Construction. *If resuft in Me Issuance of incunettify fines. and requin, reinstallation of any water or serwar facilities; not Inspected as a result of this notifficabon failure FAILURE to call for Inspection, Install a Downstream Plug, hinm Pennitted Plans on Job sit,, or any other Violation of City of Raleigh Standards will ma." In a Fin. and Possible Exclusion from future work in the City ofRaleigh NOTES 1 . ALL PROPERTIES ALONG THE SOUTH SIDE OF LLJ ER SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE WFI-H NEW WATER METER AT THE PROPERTY LINE IF EXISnNG WATER METER IS LOCATED OUTSIDE OF LLJ U) < RIGHT-OF-WAY. CD 2. TEMPORARY WATER LINES SHALL BE INSTALLED < ABOVE SANITARY SEWER AND SEFUCES. z 3. WATER SERVICES SHALL BE CONNECTED TO THE CN TEMPORARY WATER LINE DURING CONSTRUCTION. 1 ONCE CONSTRUCTION S COMPLETED OR TO A LE, POINT WHERE THE PERMANENT WATER MAIN IS INSTALLED TESTED , AND DISINFECTED, AND APPROVE6 BY THE CITY OF RALEIGH. THE WATER C) SERVICES SHALL BE DISCONNECTED FROM THE TEMPORARY WATER UNE AND CONNECTED TO THE Cj- PERMANENT WATER MAIN. LLJ 4. AFTER PERMANENT WATER MAIN AND WATER —D Ln SERVICES HAVE BEEN INSTALLED, TESTED, AND DISI NFECTED, THE TEMPORARY WATER LINE SHALL Z 0 BE REMOVED/ ABANDONED. WATER LNE SHALL BE I ! < E, - CAPPED AND CONCRETE BLOCKING SHALL BE PROVIDED. Q�� Q) Q- M 5. EXISTING UTILITIES SHOWN IN APPROXIMATE �: Or MANNER ONLY. SOME UTILITIES NOT SHOWN IN LLj ENTIRETY FOR CLARITY. B. SOME WATER MAJNS, VALVES INSERTION VALVES, SENDS. SLEEVES. ETC. ARE NOT SHOWN IN Lj CIL PROFILE FOR CLARITY. 0 7. INSERTION VALVE SHAUL BE INSTALLED ON THE SAME PIECE OF PIPE AS THE TAPPING SADDLE TO Lj-j PREVENT PIPE SEPARATION UPON VALVE CLOSURE. > tz� 8. WATER AND SANITARY SEWER MAINS SHALL 0 MAINTAIN 10' HORIZONTAL SEPARATION. WHERE THIS CANNOT BE ACHIEVED BOTH UTILITIES SHALL BE FERROUS PIPE AND WATER MAIN SHALL C14 MAINTAIN 18* VERTICAL SEPARA71ON ABOVE SANITARY SEWER MAIN. VERTICAL SCALE DATE., JUNE 2017 Mal 4!!�� DRAWN BY. ARH I INCH - 2 FEET CHECKED By PLC HORIZONTAL SCALE REVISIONS NO. DATE 2,0 0 10 20 40 Kno.what's below. Ff Cali bettive you dig. I INCH = 20 FEET IFO! REVIEW ONLY1 - I INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION 1 "=2' V MI r—wimcliw -s, � in —ontan. — 11 L-1, St,t,, ,,di Ft,,isml R,],, and lit,90,10— 1 "--20' H 7 1. SEAL *.,- 027263 :U.- TRA14SIORTAION FIELIC S11111:11 PUBLIC UTILITIES STORM WATER PL,kNNING PROJECT 50079797 C20 FIRE URBAN FORESTRY I NOW OR FORMERLY I NOW OR FORMERLY I GERALD K. GRAHAM GEORGE V. PECCI AND WIFE I AND WIFE I RAMONA S. GRAHAM JANET T. PECCI eM 29a� PSG 204 OB 2062 PC 138 RN 0763750357 I I BM 1665 PG 71 PIN 0783755471 3700 SWIrT DR. _I 37D4 SWIFT DR. II ;> 001 F I 20' DRAINAGE EASEMENIF-BM 1965 BG 204 c., . -- 20 DBAINAGE EASEMENT—BM 1965 P rl 0s" 339"`"" .�Jr '- 341 2 0' 6' INSERTION ? VALVE SS s— SS a in 1 I I I I I INOW OR FORMERLY DEVIN B. KAHLER KENNETH 0. MEDLINI AND AND WIFE SUSAN E. KAHLER I JONA P. MEDLIN ` OB ]786 PG 273 la�jit) BEI 1960 PG 180 PIN 0783754150 PIN 0753753292 3711 SWIFT DR. 3715 SWIFT DR, I I I NOW OR FORMERLY RICHARD S. WARR AND WIFE KAREN ROYCE WARR 08 9423 PG 366 ON 1965 PC 204 PIN0763]757351 3512 SWIFT DR. GOP iAA 7 52,iV �Y SS 6' INSERTION VALVE 3 I � NOW OR FORMERLY I NOW OR FORMERLY DEVIN B. KAHLER MICHAEL S. CLARKE AND AND SUSAN E. KAHLER I COURTNEY D. CLARKE DB 8779 PG 344 DB 13963 PC 1824 BM Igo" PG 100 PIN 0783755173 PIN 0783754150 3707 SM DR. 3711 SWIFT DR. 50+W 50.50 51+00 51+50 52+00 Public Water Distribution / Extension System m. Coy or R." can.xnt. le th. wrwstlon — .xNn.bn a — cny. public ..to .yMen m sho.n s this ".. me meleiel en4 Lssbuctlon m.1— use Ia "Is aolsot shell tuns,, to the stems and .p.irmtipns of the CRY. Pubs UtilitW Menrpoab. � N11Gfitio, am.N 1—it if Iuthm Ist- . -0-1 mer Public Sewer Collection / Extension System Ih. Oly el Ralepn csaent. 1. the wnnstwn or. stssion el the city- P— —1 splen as Moss this plan. q. —W ane C.iit— m—It....M Iv this _jscl Mels co 1— to th. .1--d. en4 .pslRcatlons el q. city- Publ. Utinus. Hon4boak. cay W NMp. UUI4s 0.snme4 Pumw Axnonavtion to Cone[rvcl ml. TheConstruction Contredur responsible for the extension of water, sewer andlor reuse, as approved in these plans, is responsible for conte the ENGINEERING SERNCES a< (8191996-2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 9964540 at least twenty to. houm prior to beginning any of their Construction. FAILURE to notify both City Departments in advance of beginning Construction, will result in the Issuance of monetary fines, and require installation of any water or sewer facilities not Inspected as a result of this notification failure FAILURE to call fa Inapection, Install a DownstreBln Plug, have Perorated Plans on Job site, or any other Violation of City of Raleigh Sioncei ds will result In a Fine and Possible Exclusion from future work In Me Cay of ReNgh. N CHECKED BY. PLC H4IFS. REVISIONS 340 GNRACEED W 340 SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE WITH NEW WATER METER AT THE PROPERTY LINE IF EXISTING WATER METER IS LOCATED OUTSIDE OFr, LI__I , V^ EXISTING RIGHT—OF—WAY. V SCALE CaYoeasyoDas GRADE 2. TEMPORARY WATER LINES SHALL BE INSTALLED Q EXISTING 6'0 1 '=20' H ABOVE SANITARY SEWER AND SERVICES. RULES AND REGULATIONS ....... WATER MAIW ii Z ;.•�tH 0.•'.�FSSIa1,.�/ ?.iPP 4 �•,%7•: PIIWIt Ur—a 3. WATER SERVICES SHALL BE CONNECTED TO THE < (SEE NOTE 51 3 D27263 .04� TEMPORARY WATER UNE DURING CONSTRUCTION. C21 O MU .. r.. uRaw Fo4EsrRy POINT WHERE THE PERMANENT WATER MAIN IS I 66'7RCP INSTALLED, TESTED, AND DISINFECTED, AND APPROVED BY THE CITY OF RALEIGH, THE WATER STORM B'x5' RCB SERVICES SHALL BE DISCONNECTED FROM THE N STORM TEMPORARY WATER UNE AND CONNECTED TO THE PERMANENT WATER AWN. / U l I 335 3'x3' RG 335 4. AFTER PERMANENT WATER MAIN AND WATER U — 15' RCP SERVICES HAVE BEEN INSTALLED, TESTED, AND DISINFECTED, THE TEMPORARY WATER LINE SHALL Z O LiI z BE REMOVED/ ABANDONED. WATER LINE SHALL BE CAPOVIDE AND CONCRETE STORM BLOCKING SHALL BE LL Q EXI WA NG fi'/ MAIN r, 5. EXISTING UTILITIES SHOWN IN APPROXIMATE (SEE NOTE 5) MANNER ONLY. SOME UTILITIES NOT SHOWN IN 127 DIP ENTIRETY FOR CLARITY. 1--- SAIV ARY Z 3 BENDS, SLEEVES, ETC. ARE NOT SHOWN IN W SEWER AWN PROFILE FOR CLARITY. 330 7. INSERTION VALVE SHAI1 BE INSTALLED ON THE W 330 SAME PIECE OF PIPE AS THE TAPPING SADDLE TO PREVENT PIPE SEPARATION UPON VALVE CLOSURE. \ B. WATER AND SANITARY SEWER MAINS SHALL �Z 10Z MAINTAIN 10' HORIZONTAL SEPARATION. WHERE O ^O !2 m (Y BE FERROUS PIPE AND WATER MAIN SHALL rr''''33 N MAINTAIN 18' VERTICAL SEPARATION ABOVE 325 SANITARY SEWER MAN. 325 VERTICAL SCALE 0 60 6"1 w DATE JUNE w 2017 50+W 50.50 51+00 51+50 52+00 Public Water Distribution / Extension System m. Coy or R." can.xnt. le th. wrwstlon — .xNn.bn a — cny. public ..to .yMen m sho.n s this ".. me meleiel en4 Lssbuctlon m.1— use Ia "Is aolsot shell tuns,, to the stems and .p.irmtipns of the CRY. Pubs UtilitW Menrpoab. � N11Gfitio, am.N 1—it if Iuthm Ist- . -0-1 mer Public Sewer Collection / Extension System Ih. Oly el Ralepn csaent. 1. the wnnstwn or. stssion el the city- P— —1 splen as Moss this plan. q. —W ane C.iit— m—It....M Iv this _jscl Mels co 1— to th. .1--d. en4 .pslRcatlons el q. city- Publ. Utinus. Hon4boak. cay W NMp. UUI4s 0.snme4 Pumw Axnonavtion to Cone[rvcl ml. TheConstruction Contredur responsible for the extension of water, sewer andlor reuse, as approved in these plans, is responsible for conte the ENGINEERING SERNCES a< (8191996-2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 9964540 at least twenty to. houm prior to beginning any of their Construction. FAILURE to notify both City Departments in advance of beginning Construction, will result in the Issuance of monetary fines, and require installation of any water or sewer facilities not Inspected as a result of this notification failure FAILURE to call fa Inapection, Install a DownstreBln Plug, have Perorated Plans on Job site, or any other Violation of City of Raleigh Sioncei ds will result In a Fine and Possible Exclusion from future work In Me Cay of ReNgh. N CHECKED BY. PLC H4IFS. REVISIONS j 1. ALL PROPERTIES ALONG THE SOUTH SIDE OF W SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE WITH NEW WATER METER AT THE PROPERTY LINE IF EXISTING WATER METER IS LOCATED OUTSIDE OFr, LI__I , V^ 0 RIGHT—OF—WAY. V SCALE CaYoeasyoDas 2. TEMPORARY WATER LINES SHALL BE INSTALLED Q co 1 '=20' H ABOVE SANITARY SEWER AND SERVICES. RULES AND REGULATIONS ....... Z ;.•�tH 0.•'.�FSSIa1,.�/ ?.iPP 4 �•,%7•: PIIWIt Ur—a 3. WATER SERVICES SHALL BE CONNECTED TO THE < SEAL ;LL: saw wla D27263 .04� TEMPORARY WATER UNE DURING CONSTRUCTION. C21 O ONCE CONSTRUCTION IS COMPLETED OR TO A .. r.. uRaw Fo4EsrRy POINT WHERE THE PERMANENT WATER MAIN IS I J INSTALLED, TESTED, AND DISINFECTED, AND APPROVED BY THE CITY OF RALEIGH, THE WATER SERVICES SHALL BE DISCONNECTED FROM THE N CIC TEMPORARY WATER UNE AND CONNECTED TO THE PERMANENT WATER AWN. / U l I 4. AFTER PERMANENT WATER MAIN AND WATER U v% SERVICES HAVE BEEN INSTALLED, TESTED, AND DISINFECTED, THE TEMPORARY WATER LINE SHALL Z O LiI z BE REMOVED/ ABANDONED. WATER LINE SHALL BE CAPOVIDE AND CONCRETE Q BLOCKING SHALL BE LL Q r, 5. EXISTING UTILITIES SHOWN IN APPROXIMATE rv<M W LLLL) MANNER ONLY. SOME UTILITIES NOT SHOWN IN LLJ ENTIRETY FOR CLARITY. 1--- 6. SOME WATER MAINS, VALVES, INSERTION VALVES, , n v / Z 3 BENDS, SLEEVES, ETC. ARE NOT SHOWN IN W PROFILE FOR CLARITY. U 7. INSERTION VALVE SHAI1 BE INSTALLED ON THE W N SAME PIECE OF PIPE AS THE TAPPING SADDLE TO PREVENT PIPE SEPARATION UPON VALVE CLOSURE. \ B. WATER AND SANITARY SEWER MAINS SHALL MAINTAIN 10' HORIZONTAL SEPARATION. WHERE O ^O THIS CANNOT BE ACHIEVED BOTH UTILITIES SHALL (Y BE FERROUS PIPE AND WATER MAIN SHALL rr''''33 N MAINTAIN 18' VERTICAL SEPARATION ABOVE LL SANITARY SEWER MAN. VERTICAL SCALE DATE JUNE 2017 2 0 1 2 4 DRAWN BY. ARH 1 INCH = 2 FEET CHECKED BY. PLC HORIZONTAL SCALE REVISIONS 20 0 10 20 40 NO. DATE 1 INCH — 20 FEET FOR REVIEW ONLY uo nm vs5 roa const9urnon I:low wlwCs 11918Nr CITY OF RALEIGH SCALE CaYoeasyoDas _ 1-2 V ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL 1 '=20' H RULES AND REGULATIONS ....... PROJECT 50079797 ;.•�tH 0.•'.�FSSIa1,.�/ ?.iPP 4 �•,%7•: PIIWIt Ur—a SEAL ;LL: saw wla D27263 .04� PIANXNC C21 .. r.. uRaw Fo4EsrRy TIP ( 1CID I NOW OR FORMEL RAYMOND & FLOREN DB 13735 PG 1 BM 1959 PC 1'. • PIN: 07WG508A 1418 PINEVIEW.I DROP Ih r NOWOR FORMERLY ARNOLDUS A. VERHOENEN AND WIFE ROSEMARIE VERHOENEN DB 1670 PG 130 SM 1959 PG 176 PIN 07636566212 1417 PINIMEW OR SILT FENCE. NOW OR FORMERLY PATRICIA N. HYMAN DB 2897 PG 354 ON 1959 PO 176 PIN 0783659789 3734 SVIFT DR, 100 YEAR FLOODPLAIN, TYR CATCH BASIN INLET PROTECTION (TYP). SEE EROSION CONTROL NOW OR FORMERLY BYRON BAIRD WARREN BAIRD DB 15226 PC 1059 BM 1964 PG 227 PIN 0793750789 3730 SWIFT DR. 9.36 001 350.29 ' 346.52 � .. W W NOW OR FORMERLY V, MARY C. LEVINGS, TRUSTEE OF z THE MARY C. LEVINGS REVOCABLE TRUST O a OB aeel PO 276 W BM 1960 PC 160 I W PIN 0753751782 z 3726 SWIFT DR. U z z W AGN b'1'i )oa Q � U ��yJ NO2 BONE 2 BUFFER ZONE 1 BUFFER J� 7.Da7 OOl IP SF � N W SF SF W SF c / r {D SF IP L r\ L� `l Q Q = z z� 'S CL Uo � S if JS \l O J jS NOW OR FORMERLY OP j5 LOD LOD - � LOD DELNA R. MILLS De -9094 -BC 100 .- . BM 1960 PC 18D- -- - - '- j - PIN 07a3556784 C$ / 1TREE PROTECTION. 422 PINEVIEw OR. 1 (TMP). V� SEDIMENT AND EROSION CONTROL LEGEND: ZONE 2 BUFFER ZONE 1 100 YEAR FLOODPLAIN BUFFER -LOD- LIMITS OF DISTIIRSAACE RESIDENTIAL CONSTRUCTION NOW OR FORMERLY ZONE 1 -sr- SILT FENCE ENTRANCE TYP . JASON DOSSARY & LISA GOULDIE TOTAL BUFFER -r'- TREE PROTECTION .. ( ) OB 13577 PG 1999 IMPACTS = 30,184 SF CONSTRUCTION FENCE BM1980 PG 180 PIN0783659514 ZONE 1 BUFFER G 1501 PINEVIEW DR. "ONE 2 TOTAL BUFFER ZONE 2 BUFFER `�\ / V IMPACTS = 5,799 SF SILT FENCE GRAVEL OUTLET EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE NOTES' ALTERNATE 2: THE EXISTING 8' X 5' CULVERT WILL BE REMOVED AND A NEW LARGER (12' X 5') CULVERT WILL BE REPLACED IN THE SAME LOCATION (NEW CULVERT WILL BE INCREASED IN WIDTH, NOT 1. NO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE HEIGHT). REN RAP EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE AITTRUATc 3: A NEW 12' X 5' CULVERT WILL BE INSTALLED NEXT TO THE EXISTING 8' X 5' CULVERT APPROVED CONTRACT DRAWINGS. RUNNING PARALLEL AND ONCE THE NEW CULVERT IS INSTALLED, THE EXISTING CULVERT WILL BE REMOVED. /57 STONE 2. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPOES STORMWATER PERMIT FOR CONSTRUCTION THE STREAM STABILIZATION, REINFORCED WALL, PLUNGE POOLS, DRIVEWAY BRIDGE INSTALLATION WILL ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. BE THE SAME FOR ALL OPTIONS. Q FLARED EMD SEC/TON 10. STA IIUTATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR J. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT INAC71Vf1Y ON PROJECT SITE, UNLESS SLOPES ARE STEEPER THAN 3:1 AND THEN 7 DAYS FOR STABIUZATION. ROLLED EROSION CONTROL (919) 279-1308 TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING AND CONTACT DEG LAND THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED PRODUCT (JUTE MATTING) OUAUTY AT (919) 791-4200 FOR PRE -CONSTRUCTION NOTIFICATION AT LEAST 3 WORKING DAYS BY VEGETATIVECOVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. PERMANENT 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES. GROUNDCOVER WILL BE PROVIDED FOR AL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NOT MORE THAN ROCK90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION (G.S 113A-57 (2) & (IEM IP A PIPE INLET PROh2710N 2. LOCATION OF CONSTRUCTION ENTRANCES ARE APPROX 4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING CONSTRUCTION (3)), nENPORARY) AND ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL ENTRANCE, SILT FENCE, TREE PROTECTION FENCE, SILT FENCE OUTLETS, INLET PROTECTION ON VERIFY LOCATION IN THE FIELD EXISTING INLETS AND PIPE ENDS AND WATTLES OR CHECK DAMS IN LOCATIONS SHOWN ON PLANS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING 'SELF -INSPECTIONS' INDICATING DATE DEVICES LIMIT CLEARING PA A PUMP AROUND PERMITTED MEASURES. LAD DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO INSTALL THE ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE 'SELF -INSPECTION' REPORTS SHALL 3. TOTAL DISTURBED AREA = 4.10 ACRES.BE MAINTAINED AND SUBMITTED ONCE STABILIZATION OF PROJECT HAS BEEN ACCOMPLISHED AND TEMPORARY MEASURES HAVE BEEN REMOVED. PURSUANT TO NC GENERAL STATUE 113A-54.1 (E), THE OP OUTLET PROTECTION 4. FOR EROSION CONTROL DETAILS, SEE SHEETS 131-0. 5. CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. CONTRACTOR SHALL CONDUCT'SELF-INSPECTIONS'OF EROSION CONTROL DEVICES AT COMPLETION OF 6. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINED IN SA NCAC 048 .0131. IP ® 5. FOR TLTTY DESIGN/CONSTRUCTION SEQUENCE, SEE T2. ACTIVITY -CLEARING AND GRUBBING. FOR � SHEET INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG01SEE: I?R0000 AND SELF INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S.113A-54.1' WLE7 FORM 6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. POST THE SEDIMENTATION 'CERTIFICATE OF APPROVAL'AT THE CONSTRUCTION ENTRANCE AND MAINTAIN REDOMhttP M//d L CONSTRUCTION COPIES OF THE EROSION CONTROL PERMIT ON-SITE. eq.nc.gov/about/divisions/energy-mineral-land-maoumes/erosion-sedimentcontmi/forms ENTRANCE (TEIFPORARY) 7. ADDITIONAL MEASURES TO CONTROL EROSION AND 12. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES B.' ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE ® TEMPORARY WATTLE PER WEEK AND AFTER EVERY RAINFALL EVENT. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH, AS SPECIFIED BY THE CONTRACT DOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROTECT HEIGHT THAT GENERALLY PROVIDES AT LEAST 9OX COVERAGE THROUGHOUT THE SITE, W11H NO LARGE ® TEMPORARY ORNEWAY ACCESS - SITE TO FACILITATE RAINFALL MONITORING. CONTRACTOR SHALL MAINTAIN THESE RECORDS ON-SITE BARE PATCHES OR EVIDENCE OF EROSION. UPON FINAL APPROVAL, ALL TEMPORARY EROSION CONTROL B. NO LAND DISTURBING LIMITS SHALL TAKE PLACE FOR AUDIT. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY BOX VEGETATIVE DEVICES SHALL BE REMOVED. OUTSIDE OF PROTECT LIMITS GROWTH FOR AREAS PROVIDED SEEDING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE 9. CONCRETE MIXERS SHALL NO BE WASHED OUT ON-SITE g INSTALL ROCK PIPE INLET PROTECTION, OUTLET PROTECTION, AND PERMANENT CHANNELS WITH RIP -RAP APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR 10. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES AND WATTLES OR CHECK DAMS IN CONJUNCTION WITH STORM DRAINAGE FEATURES. PROVIDE PUMP SHALL TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. 41 OR GREATER, UNLESS NOTED TO USE COIR MATTING. AROUND AT LOCATIONS INDICATED ON THE PLANS TO ALLOW FOR CONSTRUCTION OF STORM DRAINAGE 14. NO TEMPORARY STOCKPILE ALLOWED ON-SITE. ALL EXCAVATED SOIL AND DEBRIS TO BE REMOVED NOT ALL MATTING SHOWN. FEATURES. PUMP AROUND LENGTHS TO BE DETERMINED OR STAGED BASED ON CONSTRUCTION FROM SITE DAILY. SEQUENCING. INSTALL TEMPORARY INLET PROTECTION ON STORMWATER STRUCTURES AS CONSTRUCTED 20 0 10 20 40 11. ALL GRADED AREAS SHALL BE PROVIDED SEED AND AND REMOVE TEMPORARY INLET PROTECTION AS DEMOLITION OF EXISTING STRUCTURES PROGRESSES, 15. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT ENSURE PIPING SYSTEM STAYS PROTECTED DURING THE DURATION OF CONSTRUCTION. ALTERNATE 1: A APPROVED BY CITY OF RALEIGH PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED MOD. PROCTOR PER ASTM D1557 NEW 60' CULVERT PIPE WILL BE INSTALLED PARALLEL TO THE EXISTING 8' X 5' CULVERT PIPE ONCE BY THE CONTRACTOR ON-SITE AT AL TIMES. THIS PIPE IS INSTALLED, THE EXISTING CULVERT WILL BE REHABILITATED AND REPAIRED. THE TWO 1 INCH 20 FEET CULVERTS WILL BEGIN AT ONE LARGE JUNCTION AND END IN A LARGE JUNCTION BOX. ,e r..,, ...� ,,.......__..,....,_ ......___ ___ ..._ __ ..,.........� ..f.._......R.. _..... ...______.. LOp JJ JD z - - - LOD N z Co O ' ` _D co U Vz z N 0 � U W N N LL L'�L� Q O (� LLJ OR JOR I � I I I(Y1 W NOW OR FORMERLY Q W Q (/) Z z cD U LT N N ELWIN R. THIBAU z W z AND WIFEa23 MELISSA R. THIBAULT I DB 7626 PG 258 BM I W O 1960 PIN PG 180 1 SWFT0 DR. 37J1 SWIFT DR. \ / Q rn 0 I C4 ATTENTION CONTRACTORS DATE: JUN 2017 The Construction Contractor responsible for the extension of water, sewer and/or reuse, a5 approved in these plans, i5 DRAWN BY: DRJ responsible for mntardinit the ENGINEERING SERVICES at CHECKED BY: PLC (91 9)99&2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 996A540 at least twenty four hours prior to beginning any of their constn,uian REVISIONS FAILURE to notify both City Departments in advance of NO. DATE beginning Construction, will resell in the issuance or monetary fines, and require reinstallation of any water or sewer facilities not mspected as a resin of this notification failure FAILURE to call for Inspection. Install a Downstream Plug, have Panniaed Plans on Job site, or any other Violation of City of Raleigh Standards will resu6 in a Fine and Possible I(now below. Wba!'s Em fu xausiw front work in fire City of Raleigh. SCALE Gel�hetaewudig INFRASTRUCTURE CONSTRUCTION PLAN APPROVA CITY OF RALEIGH -PIANS AUTMORIIED FOR CONSTRUCTION NOT FORCONSIRUC110N NI cenrinnonmuriFadsrol Rules end Rpule o :«al, St... and 1 "=20' PROJECT -\N\ CARp TRANSPORTATION FIELD SERVICES 50079797 Pufiuc ununes A1Lstla�!/y Z S EA L� STORM WATER 023121 PLANNING FIRE EC 1 �K\S`�4� URBAN FORESTRY. OF NOW 0R FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN-GUEDIRA DB 11547 PC 2070 BM 1965 PC 204 PN 0763752555 3722 SWIFT DR. \/ OOl IPQp, P 34+4+ CATCH BASIN INLET T PROTECTION (TYP). IP ® IF, dl NOW OR FORMERLY EDWARD JAMES DUNPHY AND WIFE JUDITH KAY DUNPHY DB 5252 PC 455 BM 1965 PG 204 PIN 0763754435 3705 SWIFT DR. p 100 YEAR FLOODPLJMN, TYP. NOW OR FORMERLY GEORGE V. PECCI AND WIFE JANET T. PECCI DB 2052 PG 136 BM 1965 PG 204 PIN 0763755471 3704 SWIFT DR. NOW OR FORMERLY GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM DB 2065 PG 240 BM 1965 PG 204 PIN 0763756357 3700 SWIFT DR. TREE PROTECTION. SEE SHEET D1 FOR DETAILS (TYP). (—�— D SILT FENCE 001 —J 3+ Is3 OOl IP ® I I 1 SWIFT DR. I 60' PUBLIC R/W SWIFT DR. 190' PUBLIC R/w IP CF l-_ ._ IP_ LF LO0 cf Cr -IOD jj LIDO wo Ip DROP INLET PROTECTION I (TYP) W ry W 0] Z W 2L=Ft p+j U <LU 2 N I/7 NOW OR FORMERLY BRENT DWAYNE ELLER AND WIFE ELIZABETH SHELTON ELLER OB 5236 PG 51 BM 1959 PO 178 PIN 0763751315 3727 SWIFT DR. NOW OR FORMERLY FERNANDO H. MAGALLANES DB 15515 PC 2646 BM 1960 PC ISO PIN 07/93752310 3723 SWIFT DR. NOW OR FORMERLY NOW OR FORMERLY DEVIN B. KAHLER NOW OR To MERLY AND KENNETH 0. MEDLIN SUSAN E. KAHLER AND WIFE DB 6779 PO 344 JONA P. MEDLIN BM 1960 Pc leo OB 3766 PG 273 PIN 078375415/ BM ION PG 160 3711 SWIFT OR. PIN 0783753292 3715 SWIFT DR. CARO! NOW OR FORMERLY VJ W U SEDIMENT AND EROSION CONTROL LEGEND: KIMBERLY CURRY-EVANS OUTIEI PROTECTION NI C,,mtrvction mutt W inmj. Rh all L-1, St.W..M STANLEY BOGANEY NUT FOR CONSTRUCTION 100 YEAR FLOOOPLABR INLET PROTECTION DB 15645 PG 2664 ON 1960 PG 160 SOD— UAWTS OF DISTURBANCE CARO! PIN 0793752296 —sr SILT FENCE IP 3719 SWIFT DR. �p,C[17Iei S EA L( TREE PROTECTION 023121 PLANNING CONSTRUCTION FENCE PA A - - - - - ZONE 1 BUFFER ' K�S NN. ZONE 2 BUFFER —_ SILT FENCE GRAM OUTLET OP ® RIP RAP IP /57 STONE CBXPM Q FLARED END SECTION ROLLED EROSION CONTROL . PRODUCT (JUTE MATTING) ROCK PIPE INLET PROTECTION (TEMPORARY) ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse, as approved in these plans, i9 responsible for cnntaca'no the ENGINEERING SERVICES at (919) 995-2409 and the PUBLIC U77LMES DEPARTMENT et (919) 996-4540 at least twenty four hour prior to beginning any of then construction. FAILURE to notify both City Departments in advance of beginning Construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a rasult of this notification failure. FAILURE to call for Inspection, Install a Downstream P1v9, have Permitted Plans on Job site, or any o61er Violation of City of Raleigh Standards will result In a Fine and Passible Exclusion from future work In the City of Relial 119IEi: 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA = 4.09 ACRES. 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. 6, FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PUCE OUTSIDE OF PROJECT OMITS 10. CONCRETE MIXERS SHALL hW BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATING. NOT ALL MATTING SHOWN, FOR CLARITY. 12. ALL GRADED ARES SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 65 PERCENT MOD. PROCTOR PER ASTM D1557 20 0 10 20 40 1 INCH = 20 FEET 1 Know what's below. Call before you dig PIMP AROUND VJ W U INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION a� w o OUTIEI PROTECTION NI C,,mtrvction mutt W inmj. Rh all L-1, St.W..M U NUT FOR CONSTRUCTION F.d.r.l RI...d Rw9m.D... INLET PROTECTION NpP (TEMPORARY) RESIDENTIAL CONSTRUCTION CARO! TRANSPORTATION FIELD SERVICES ENTRANCE (TEYPORARr) Uop;U 2_'n�11 S2 uj Aw PUBLIC UTUTES TEMPORARY lYA7TF �p,C[17Iei S EA L( STORM WATER 023121 PLANNING FIRE TEMPORARY DRIVEWAY ACCESS ,p -1 f4t11[C4 AyQ �F14 URBAN FORESTRY ' K�S NN. N LJJ p W (n Q Q = co Z CN Q O = U N o CoZD (� __D Lo z z O < I— > w c/zz�� Z L.LJ a z O � =>> o �' U" O n_ O L DATE: JUN 2017 DRAWN BY DRJ CHECKED BY.. PLC REVISIONS NO. DATE SCALE 1 "=20' PROJECT 50079797 EC2 0 VJ W U a W a� w o v z a W w z U � z W Q � 0 �l�j o� V 1 NpP Uop;U 2_'n�11 S2 uj Aw i 3 i A N LJJ p W (n Q Q = co Z CN Q O = U N o CoZD (� __D Lo z z O < I— > w c/zz�� Z L.LJ a z O � =>> o �' U" O n_ O L DATE: JUN 2017 DRAWN BY DRJ CHECKED BY.. PLC REVISIONS NO. DATE SCALE 1 "=20' PROJECT 50079797 EC2 0 N o W N U, z�rn J W 6 I=NO Q I�U� O 7 36 N I NOW OR FORMERLY TOTAL BUFFER NOW OR FORMERLY DANIEL M. POSEY DANIEL CABRAL, TRUSTEE o s AND WIFE ANNE LOPEZ CABRAL, TRUSTEE GAIL B. POSEY AS TENNAMS IN COMMON DB 4442 PO 151 }c BM 1974 PC 170 BM 1961 PO 115 PIN 0755748858 U BM 1997 PC 139 NOW OR FORMERLY 3609 SWIFT M. LOD LR9TS OF DISTURBANCE RICHARD S. WARR —a<— SILT FENT Ip AND WIFE CONsmuc"°N FENCE KAREN ROYCE WARR — — — — — ZONE I BLUFFER DB 9423 PG 399 OP RIP RAP BM 1995 PG 204 PIN 07933757351 /57 STONE IP 3612 SWIFT DR. Q FLARED ENO SECTION S J; ROLLED EROSION CONTROL PRODUCT (JUTE MATTING) NOW OR FORME%Y CHRISTOPHER SHELOW GABRIELLA SHELOW DB 15550 PO 1919 BM 1961 PO 115 PIN 0753759105 924 MERMIN DR. g OOl \ „ 100 YEAR FLOODP TTP. TREE PROTECTION. SEE OQTI DETAIL 5/D1 TP / 335.7BF \ QDT .. A ��— TP ]35.12 007 CURB INLET PROTECTION. \ rp \ \ rp 00' \ ' 007 LOT' LOD R/p, F "D � SF SF �— \ \ 400 NOW OR FORMERLY MICHAEL S. CLARK \ gy AND \ COURTNEY D.CLARK \ \ DB 13983 PG 1824 PIN 78 0375517) \ \ L F 3707 SMFT DR. \ SILT FENCE. (TYFiN NOW' OR FORMERLY ROBERT J. HARVEY DB 2245 PC 352 BM 1971 PG 3211 PIN 076375WBB 3609 SWIFT DR. Now OR FORMERLY JOHN THOMAS PENN AND WIFE PATTIE W. PENN DB3539 PG 788 BM 1974 PC 170 PIN 07877479" 3605 SWIFT DR. 007 \ IP ZONE 2 TOTAL BUFFER IMPACTS = 5,799 SF NOW DR FORMERLY KIMBERLY ALLEN CHRISTOPHER ALLEN DB 13940 PG 1280 BM 1961 PD 115 PIN 0783650043 3516 SwFT DR. ZONE 1 W TOTAL BUFFER NOW OR FORMERLY IMPACTS - 30,184 SF DANIEL CABRAL, TRUSTEE AND ANNE LOPEZ CABRAL, TRUSTEE AS TENNAMS IN COMMON DB 5266PC 109 }c BM 1974 PC 170 PIN 0755748858 U 3603 SWIFT DR. 100 rSEFLDIMENT AND EROSION FiW' CONTROL LGEND: LOD LR9TS OF DISTURBANCE Q � —a<— SILT FENT Ip —RTS— TREE PROTECTION CONsmuc"°N FENCE PA A — — — — — ZONE I BLUFFER — — — ZONE 2 BUFFER SILT FENCE GRAYED. OUTLET OP RIP RAP /57 STONE IP Q FLARED ENO SECTION Wcam J; ROLLED EROSION CONTROL PRODUCT (JUTE MATTING) ROCK PIPE INLET PROTECTION (TEMPORARY) PUMP AROUND OUTLET PROTECTION INLET PROTEC770N (TEMPORARY) RESOENTLLL CONSTRUCTION ENTRANCE (TEMPORARY) TEMPORARY WATTLE TEMPORARY ORATIF'AY ACCESS ATTENTION CONTRACTORS The Conahucticn Contrector responsible for the extension of water, sewer and/or reuse, as approved in these plans, is responsible for contacting the ENGINEERING SERVICES at (919) 9962409 aM the PUBLIC UTILITIES DEPARTMENT et (9191 9964540 at least twenty four hours prior to beginning any of their construction. FAILURE to notify both City Departments in advance of beginning Construction, will result in the issuance of monetary fines. and require reinstallation of any water or sewer facilities not Inspected as a result of this noofica0on failure. FAILURE to call for Inspection. Install a Downstream Plug, have Permitted Plans on Job ails, w any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work In the City of Raleigh. MOTES: 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ME ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA - 4.09 ACRES. 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. 6. FOR TRAFFIC CONTROL, SEE SHEETS TCI-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. 8. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS 10. CONCRETE MIXERS SHALL MOI BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN. 12. ALL GRADED AREAS SHALL BE PRCVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM D1557 20 0 10 20 40 "I 1 INCH = 20 FEET W U W W U z a }c W W z U CA w Oa Q � V oc� R OOl J`\ Cb7 13 '` \ a P IP I 4. "I 3563 s i NOW OR FORMERLY �:� •y - RAYMOND & FLORENCE VICKERY DB 13735 PG 195 BM 1959 PG 179 PIN: 0763556847 1415 PINEVIEW DR, DROP INLET PROTECTION \ \ BOC: 363.50 TOP' OF WALL: 352.79 TOP ,OF WALL: 350.00--_ NOW OR FORMERLY DELNA R. MILLS DR409432105 BM 1960 PC 1'06-- PIN 0783550754 1422 PWEMA OR. SEDIMENT ANO EROSION CONTROL LEGENO: 100 YEAR FLOODPUA4 .w !HITS OF DISTURBANCE a SILT FENCE -la- TREE PROTECTION CF CONSTRICTION FENCE - - - - - ZONE I BUFFER ZONE 2 BUFFER SILT FENCE GRAVEL OUTLET "OP OF WALL, 152,711 TOP OF WALL. 350.00 TOP OF WALL: 24" RCP - �O 110 NOW OR FORMERLY MARY C. LEVINGS, TRUSTEE OF NOW OR FDRMEALY THE MARY C. LEVINGS REVOCABLE TRUST PATRICIA N. HYMAN NOW OR FORMERLY DB $661 PG 275 NOW OR FORMERLY 09 2697 PG 354 BYRON BAIRD 9M 1960 PG 160 PIN ARNOLDUS A. VERHOENEN SM 1959 PG 176 WARREN BAIRD 37267SWIFTI DR AND WIFE PIN 0793659789 DB 15225 PG 1059 ROSEMARIE VERHOENEN 3734 SWIFT DR, BM 1954 PG 227 DB 1570 PG 130 PIN 0783750756 R14 1959 PG 176 3730 SWIFT DR, PIN 075365$682 1417 PINEVIEW DR. SILT FENCE. BOC: 363.61 CATCH BASIN INLET PROTECTION (TYP). SEE O EROSION CONTROL / u� ETAILS. (/ QOl � I 3n.0 QD, O TOP WALL: 352.07 g ]g TOP OF *ALL 351.00 IP .I pts• TOP OF SEGMENTAL WALL:350. DDI " I- g 34e� 001 -�_ 1 a - 347 35,yLi 0.29 v >" -40349 .. SS SLOPES N _ 44��_ SS "' SS y _ SF SF -347 TOP OF ALL: 35 �... � SF I x 3az -- -- - - r _ .5 - -- -- --- - __ PA 353.00 �. (. �i al, j I �p ��T42.5 i IP X 342.5 = - / .. - Is -35, `% _ _ -i1_J - _ --- is 3S / is LOD 4."0 A. s y LOD LOD LOD - _ - -LOD TOP OF WALL 346.77 TREE PROTECTION. TOP OF WALL: 346.77 w 1p, as (TVP). TOP OF WALL 346.77 w Pw I l w 00 m Sy. TOP OF WALL: 352.07 TOP OF WALL: 345.00 ? w 00 C$ TOP OF WALL 348.00 _ 2:1 SIDE SLOPES TOP OF WALL 346.00 U N + I TOP OF SEGMENTAL WALL: 346.00 SEE SHEET C9 FOR MAT SLOPES 4:1 �w RIPRAP SIZE AND OR GREATER UI 9 `e1 CLASS B. 18" THICK La=10' DEPTH ZONE 1 RESIDA� ENIfRNCE (TYP)STRUCTION TOTALER B4 SF NOW OR FORMERLY ELWIN R. THIBAULT ' 15" RCP O 1 O NOW OR FORMERLY AND WIFE JASON DOSSARY & LISA GOULDIE ZONE 2 MELISSA R. THIBAULT OB 13 57] PG 1999 TOTAL BUFFER 09 7020 PG 256• BM 1960 \ PG 160 IMPACTS = 5,799 SF BTI 19W PG 160 � PIN 0]6]858514 PIN 076]750140 1501 PINEAEW DR. 3731 SWIFT DR, MOTES: 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA = 4.10 ACRES. 4. FOR EROSION CONTROL DETAILS. SEE SHEETS 01-D3. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. 6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LINO QUALITY OR THE CITY OF RALEIGH. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS 10. CONCRETE MIXERS SHALL 71(17 BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN, FOR CLARITY. 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM 01557 RP RAP • /57 STONE water, sewer and/or rause, as approved in these plana, is QFLARED END SECTION (919( 9%-2409, and Me PUBLIC UTILMES DEPARTMENT ROLLED EROSION CONTROL at (9191 9%4540 at least twenty lout hours prior to beginning ' PRODUCT (JUTE MATTING) IP ROCK PIPE INLET PROTECTION (TEMPORAR1i beginning Consbudion, will result in the issuance of monetary PA A POMP AROUND OP OURET PROTECTION have Permitted Plans on Job site, or any other Violation of City IP ® INLET PROTECTION Kw. whals below. Exdumm from future work in the City of Raleigh. ��y) 20 0 10 20 40 RESIDENTIAL CONSTRUCTION ENTRANCE (TEMPORA" NOTFORCANSfRUC170N ® TEMPORARY WATTLE 1 INCH = 20 FEET ® TEMPORARY DR VEMRY ACCESS 44a E % = S A L` NOW OR FORMERLY MARY C. LEVINGS, TRUSTEE OF NOW OR FDRMEALY THE MARY C. LEVINGS REVOCABLE TRUST PATRICIA N. HYMAN NOW OR FORMERLY DB $661 PG 275 NOW OR FORMERLY 09 2697 PG 354 BYRON BAIRD 9M 1960 PG 160 PIN ARNOLDUS A. VERHOENEN SM 1959 PG 176 WARREN BAIRD 37267SWIFTI DR AND WIFE PIN 0793659789 DB 15225 PG 1059 ROSEMARIE VERHOENEN 3734 SWIFT DR, BM 1954 PG 227 DB 1570 PG 130 PIN 0783750756 R14 1959 PG 176 3730 SWIFT DR, PIN 075365$682 1417 PINEVIEW DR. SILT FENCE. BOC: 363.61 CATCH BASIN INLET PROTECTION (TYP). SEE O EROSION CONTROL / u� ETAILS. (/ QOl � I 3n.0 QD, O TOP WALL: 352.07 g ]g TOP OF *ALL 351.00 IP .I pts• TOP OF SEGMENTAL WALL:350. DDI " I- g 34e� 001 -�_ 1 a - 347 35,yLi 0.29 v >" -40349 .. SS SLOPES N _ 44��_ SS "' SS y _ SF SF -347 TOP OF ALL: 35 �... � SF I x 3az -- -- - - r _ .5 - -- -- --- - __ PA 353.00 �. (. �i al, j I �p ��T42.5 i IP X 342.5 = - / .. - Is -35, `% _ _ -i1_J - _ --- is 3S / is LOD 4."0 A. s y LOD LOD LOD - _ - -LOD TOP OF WALL 346.77 TREE PROTECTION. TOP OF WALL: 346.77 w 1p, as (TVP). TOP OF WALL 346.77 w Pw I l w 00 m Sy. TOP OF WALL: 352.07 TOP OF WALL: 345.00 ? w 00 C$ TOP OF WALL 348.00 _ 2:1 SIDE SLOPES TOP OF WALL 346.00 U N + I TOP OF SEGMENTAL WALL: 346.00 SEE SHEET C9 FOR MAT SLOPES 4:1 �w RIPRAP SIZE AND OR GREATER UI 9 `e1 CLASS B. 18" THICK La=10' DEPTH ZONE 1 RESIDA� ENIfRNCE (TYP)STRUCTION TOTALER B4 SF NOW OR FORMERLY ELWIN R. THIBAULT ' 15" RCP O 1 O NOW OR FORMERLY AND WIFE JASON DOSSARY & LISA GOULDIE ZONE 2 MELISSA R. THIBAULT OB 13 57] PG 1999 TOTAL BUFFER 09 7020 PG 256• BM 1960 \ PG 160 IMPACTS = 5,799 SF BTI 19W PG 160 � PIN 0]6]858514 PIN 076]750140 1501 PINEAEW DR. 3731 SWIFT DR, MOTES: 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA = 4.10 ACRES. 4. FOR EROSION CONTROL DETAILS. SEE SHEETS 01-D3. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. 6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LINO QUALITY OR THE CITY OF RALEIGH. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS 10. CONCRETE MIXERS SHALL 71(17 BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN, FOR CLARITY. 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM 01557 m U w z z o a w w U U, z w PC 4�GN bNi ,od Q � U O 1 r3o�me;i x N'ow;w 3 N w o W V Q Q = (n Z z�T.� Q O CL � I C) o zW��Q z O z m � o 0 U � W � U) z W U z WCIL.? o O w 00 U O O (N DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1"--20' PROJECT 50078797 EC4 ATTENTION CONTRACTORS The Conswchon Conbaclor responsible for the extension of water, sewer and/or rause, as approved in these plana, is responsible for contacting the ENGINEERING SERVICES at (919( 9%-2409, and Me PUBLIC UTILMES DEPARTMENT at (9191 9%4540 at least twenty lout hours prior to beginning any of their construction. FAILURE to nobly both City Departments in ad-ce of beginning Consbudion, will result in the issuance of monetary fines, and rett"no reinstallation of any water or sewer facilities not inspected as a result of this nutificabon failure. FAILURE to ,all for /nspechon, Install a Downstream Plug, have Permitted Plans on Job site, or any other Violation of City ofRaleigh Standards will resuR in a Fine and Possible Kw. whals below. Exdumm from future work in the City of Raleigh. Call betoleyou di% INFRASTRUCTWRE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION NOTFORCANSfRUC170N NI Constrvc9on must M in ndanwRh all Local. Shah. and Federal Rubs Re9ulalions and �tiN CARP � 1LysL4 /� TRANSPORTATION FIELD SERNCES PUBLIC UTILITIES 44a E % = S A L` STORM WATER 023121 i PLANNING '1S. FINot. FIRE .)(44� [A URBAN FORESTRY A K�S1 m U w z z o a w w U U, z w PC 4�GN bNi ,od Q � U O 1 r3o�me;i x N'ow;w 3 N w o W V Q Q = (n Z z�T.� Q O CL � I C) o zW��Q z O z m � o 0 U � W � U) z W U z WCIL.? o O w 00 U O O (N DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1"--20' PROJECT 50078797 EC4 NOW OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN—GUEDIRA DB 11547 PO 2070 BY 1985 PC 204 PIN 078752596 3722 SWIFT DR. NOW OR FORMERLY BRENT DWAYNE ELLER AND WIFE ELIZABETH SHELTON ELLER OB 5236 PG 51 BM 1959 PG 178 PIN 07 8751315 3727 SWIFT OR. G NOW OR FORMERLY EDWARD JAMES DUNPHY AND WIFE JUDITH KAY DUNPHY DR 11252 PO 455 BM 1965 PG 204 PIN 078754435 3708 SWIFT DR. NOW OR FORMERLY GEORGE V. PECCI AND WIFE JANET T. PECCI DS 2092 PG 136 SM 1995 PC 204 PIN 0753755471 3704 SWIFT DR. NOW OR FORMERLY GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM DB 2086 PC 240 BM 1966 PG 204 PIN 0783756357 3700 SWIFT DR. TREE PROTECTION. SEE SHEET D1 FOR DETAILS (TYP). CATCH BASIN INLET PROTECTION (TYP). -BOC: 343.59 —� SILT FENCE. OOl OOl UOl - 3 _ �— ,,. CF -COD cF LF—_L CF(LF_—LOD F CL.�IRT FF f � DROP INLET PROTECTION (TYP) NOW OR FORMERLY FERNANDO H. MAGALLANES DB 15815 PC 2648 BM 19W PG 160 PIN 078752310 3723 SWIFT DR. NOW OR FORMERLY KIMBERLY CURRY—EVANS STANLEY BOGANEY DB 15945 PC 2864 BM 1960 PG 160 PIN 078752295 3719 SWIFT DR. NOW OR FORMERLY KENNETH 0. MEDLIN AND WIFE JONA P. MEDLIN DB 37x6 PC 273 BM 1960 PG 160 PIN 078753292 3715 SWIFT DR. NOW OR FORMERLY DEVIN B. KAHLER AND SUSAN E. KAHLER DB 6779 PG 344 BM 1960 PG 160 PIM 0]6.3754155 3711 SWIFT DR. ATTENTION CONTRACTORS The Construction Contractor responsible for the a dsmuon of water, sexes and/m reuse, as approved In these pens. Is responsible for contacting the ENGINEERING SERVICES at (919) 996-2409 and the PUBLIC UTILITIES DEPARTMENT at (919) 996-6540 at least twenty four hours prior to beginning any of their agnabaduon. FAILURE to nosy both Coy Departments in advance of beginning Comenclion, will result In the issuance of monetary Ones, and require reinstallation of any water or sewer f—hIms not Inspected as a msut of this nom -bon failure. FAILURE to Call for Inspection, Install a Downstream Plug, have Permitted Plans on Job ails, or any other Violation of City of Relelph Standards Will result in a Fine and Possible Exclusion from future work in the City of Raleigh. NOTES 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA = 4.09 ACRES. 4. FOR EROSION CONTROL DETAILS, SEE SHEETS 131-133. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS i 10. CONCRETE MIXERS SHALL bO BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN, FOR CLARITY. 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM D1557 M WN Y W Z lJ F Dj l J W } S N � WW a M In cnn l 20 0 10 20 40 1 INCH = 20 FEET U3 w U w Go 0 6i f!3 o a w � z U Tj w 4�GN by � od Q � U "o 1 Yl J NOQ, r�o�'mBx 3 I N /W 0C W C I r ^ Q = v) Z z� g Q O � O J ~ � � J ~ N U W Ln Ln i _D z z O L z o O M n LLI U LAJ 'd V / LLI Z W a ? o O Q � o cn O (Y O a - !N 2 DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "--20' PROJECT 50079797 EC5 SEDIMENT AND EROSION CONTROL LEGEND: is 100 YEAR FLOODPLAIN ---COD— LIMITS OF DISTURBANCE NnawWhafiIIBIOW. —s SILT FENCE IP A ROCK PIPE IN IET PROTECTION (TEMPORARY) Call before you dig. TREE PROTECTION CONSIRUC ION FENCE PA A —P AROUND - — — — — — ZONE I BUFFER INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL — — TONE 2 BUFFER SILT FENCE GRAVEL OUTLET OP OURET PRG_U CITY OF RALEIGH -PNS AUTHORIZED FOR CONSTRUCTION cn �.To r.n NI Constructim must W in a«ormnce .Ah ell Local, Stab, an4 IP ® INLET F.D.FWeml Nrvn UI FOR �.DN011fUU 1108 Rules and R.palatan. ® MP RAP (TEMPORARY) TRANSPORTATION RESIDENTIAL CONSTRUCTIO CARp FIELD SERMCES ® ENTRANCE (TEMPORARY) I,Q' 1/� fiss" a�> PUB LIC URUTIES - /57 5708E ® TEMPORARY WATTLE ? `• S EA L STORM WATER Q FLARED END SECTION 023121 PLANNING ROLLED EROSION CONTROL ® TEMPORARY DRIVEWAY ACCESS FIrI. �R '`f�q FIRE PRODUCT (JUTE MATTING) ,a�\Sly NNw„ URBAN FORESTRY U3 w U w Go 0 6i f!3 o a w � z U Tj w 4�GN by � od Q � U "o 1 Yl J NOQ, r�o�'mBx 3 I N /W 0C W C I r ^ Q = v) Z z� g Q O � O J ~ � � J ~ N U W Ln Ln i _D z z O L z o O M n LLI U LAJ 'd V / LLI Z W a ? o O Q � o cn O (Y O a - !N 2 DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "--20' PROJECT 50079797 EC5 N O NOW OR FORMERLY w N -DANIEL M. POSEY W a o AND WIFE Z GAIL B. POSEY J W OB 4441 PG 151 BY 1921 PG 113 = (=ry O_ BM 1963 PG 139 U W NOW OR FORMERLY 3602 SWIFT DR. LLI E< RICHARD S. WARR N V) ANDWIFE KAREN ROYCE WARR DB 9423 PG 325 BY 1965 PG 204 PIN 07233757351 3612 SWM DR. O p O C I 7.36 ,v TOP OF BRIDGE WALL: 333.50 ODS TOP OF BRIDGE WALL: 333.33 a 7 OF SEGMENTAL WALL 333.33 1 T \ BOC: 336.85 Bo 35 I IP �\. - i� I _ lA0 �x TOP OF WALL: 336.00 TOP OF WALL: 336.00 I ° TOP WALL 336.00 TOP OFWALL 334.00 TOP OF SEGMENTAL WALL 334.00 TOP OF WALL: 334.00 TOP OF SEGMENTAL WALL: 334.00 NOW OR FORMERLY MICHAEL S. CLARK AND COURTNEY D.CLARK DS 13953 PG 1224 PIN 0753755173 3707 S1MFT DR. I SS z fJ LiLOp TOP OF BRIDGE WALL 333.00 TOP OF SEGMENTAL W/il�_333.00 TOP OF BRIDGE WALL 333.00 TOP OF BRIDGE WALL: 333.50 TOP OF BRIDGE WALL: 332.00 TOP OF SEGMENTAL WALL: 332.00 - TOP OF BRIDGE WALL 332.00 NOW OR FORMERLY ROBERT J. HARVEY DB 2215 PC 352 SM 1971 PO 325 PIN 0723756025 3609 SWIFT DR. TOP NOW OR FORMERLY CHRISTOPHER SHELOW GABRIELLA SHELOW DB 15650 PG 1212 BY 1961 PG 115 PIN 0763759105 924 MERVIN DR. TREE PROTECTION. SEE DETAIL 5/D1 / CURB INLET PROTECTION. - 007 ATTENTION CONTRACTORS �. Walsh, sewer and/or reuse, as approved in these plans, is responsible for confacene the ENGINEERING SERVICES at (919) 9962409, and the PUBLIC UTILMES DEPARTMENT at (919) 999-4540 at least twenty four hours prior to beginning any of their construction PATTIE W. PENN FAILURE to notify both City Departments In advance of AND beginning Construction, will result in the issuance of monetary LiLOp TOP OF BRIDGE WALL 333.00 TOP OF SEGMENTAL W/il�_333.00 TOP OF BRIDGE WALL 333.00 TOP OF BRIDGE WALL: 333.50 TOP OF BRIDGE WALL: 332.00 TOP OF SEGMENTAL WALL: 332.00 - TOP OF BRIDGE WALL 332.00 NOW OR FORMERLY ROBERT J. HARVEY DB 2215 PC 352 SM 1971 PO 325 PIN 0723756025 3609 SWIFT DR. TOP NOW OR FORMERLY CHRISTOPHER SHELOW GABRIELLA SHELOW DB 15650 PG 1212 BY 1961 PG 115 PIN 0763759105 924 MERVIN DR. TREE PROTECTION. SEE DETAIL 5/D1 / CURB INLET PROTECTION. - 007 SI.CE TOP OF SEGMENTAL WALL: 333.00 _ --- MAT SLOPES 4:1 rLT TLETFENCE GRAVEL TOP OF BRIDGE WALL: 333.00 - OR GRATER OU CHECK DAM. 20 O 10 20 40 MATCH EXISTING GRADE. INNE 12' SALVAGED COBBLE STONE 12' THICK FOR LAST 20' OF I INCH = 20 FEET DISTURBED STREAM BED WITH FILTER FABRIC UNDER STONE ZONE 1 NOW OR FORMERLY JOHN THOMAS PENN ATTENTION CONTRACTORS NOW OR FORMERLY The Construubon Contactor responsible for the exlenaion of Walsh, sewer and/or reuse, as approved in these plans, is responsible for confacene the ENGINEERING SERVICES at (919) 9962409, and the PUBLIC UTILMES DEPARTMENT at (919) 999-4540 at least twenty four hours prior to beginning any of their construction PATTIE W. PENN FAILURE to notify both City Departments In advance of AND beginning Construction, will result in the issuance of monetary Ones, and require reinstallation of any Witter or sewer facilities not Inspected as a result of this notification failure. TOTAL BUFFER FAILURE to call for /nspecfbn, Install a Downstasm Plug, have Permitted Plans on Job she, or any other YroMbon of City of Raleigh Standards will result in a Fine and Possible BM 19744 170 PIN 0783747944 Ezdusion from future work in the City of Raleigh. _. NOTES: 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ME ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA - 4.10 ACRES. 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. 5. FOR UTILITY DESIGN/CONSTRUCTION SEOUENCE, SEE PIN 0783746058 3603 SWET DR. SHEET T2. - NOW OR FORMERLY S. FOR TRAFFIC CONTROL, SEE SHEETS TCI-TC5. KIMBERLY ALLEN CHRISTOPHER ALLEN 7, ADDITIONAL MEASURES TO CONTROL EROSION AND OB 13940 PG 120 2 SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES BM 1901 PG 17s OF NCDENR-LAND QUALITY OR THE COY OF RALEIGH. PIN 07672.50013 3516 SWIFT DR. 8. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTfVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS 10. CONCRETE MIXERS SHALL NOL BE WASHED OUT ON-SITE 11 CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. SILT FENCE NOT ALL MATTING SHOWN. ROCK PIPE INLET PROTECTION 12. ALL GRADED MEAS SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM D1557 SI.CE TOP OF SEGMENTAL WALL: 333.00 _ --- MAT SLOPES 4:1 rLT TLETFENCE GRAVEL TOP OF BRIDGE WALL: 333.00 - OR GRATER OU CHECK DAM. 20 O 10 20 40 MATCH EXISTING GRADE. INNE 12' SALVAGED COBBLE STONE 12' THICK FOR LAST 20' OF I INCH = 20 FEET DISTURBED STREAM BED WITH FILTER FABRIC UNDER STONE ZONE 1 NOW OR FORMERLY JOHN THOMAS PENN NOW OR FORMERLY TOTAL BUFFER IMPACTS = 30,164 SF AND WIFE DANIEL CABRAL, TRUSTEE PATTIE W. PENN ZONE 2 AND PC TOTAL BUFFER ANNE LOPEZ CABRAL, TRUSTEE BM 19744 170 PIN 0783747944 IMPACTS - 5,799 SF AS TENNAMS IN COMMON 3605 SWIFT DR. DB 5266 PC 709 BM 1974 PC 170 PIN 0783746058 3603 SWET DR. Nrow wheys belOW. SEDIMENT ANO EROSION CONTROL LEGEND: Call LIeloTe you dig. 700 YES ------ LOD LIMITS OF DISTURBANCE SILT FENCE IP ROCK PIPE INLET PROTECTION -F!`- TREE PROTECTION (TEMPORARY) NFRASTR T R NSTR TION PAN APPROVA -� CONSIRUC. FENCE =A1 ZONE 1 BUFFER PA A PUMP AROUND CRY OF RALEIGH -PUNS AURIORIZED FOR CONSTRUCTION ZOAE 2 BUFFER nhi All Conewdim ,,d mustF i .11 Eu M. Stat.. u SILT FENCE GRAVEL OUTLET QP OUTLET PROTECTION NQT 1'bR CONSIRUCfIDfl Tal N Rw I '. MP RAP IP ® TION TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES /57 STONE �UP� 0�`� [ slit" , ? `,S STORM WATER M RESIDENTIAL CONSTRUCTION EA L QFLARED END SECTION ENTRANCE (TEMPORARY) 0631M PUNNING ®TEMPORARY NMTRE '`F F/011th � FIRE . EROS PRODUCTROLLED (JUTEION M TTICONTRNG)OL ® TEMPORARY DRIWWAY ACCESS �� A. KSS URBAN FORESTRY aa w 04 cn V z o z w z U z w \c" bN J K U 1 ~1�j NOP ®L pq o UaZme94 A C\l > j Wn o /W V / V Q 3 Q = c Z z a_ C) CL O J ~ 0 � � Q ~ N ULLJ � Z � z 0 z � o O m W U z LLJ 0LLJ � oc� o L' 0 c / 0/ O a- N DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1"--20' PROJECT 50079797 EC6 i SEOIIENCE OF CONSTRUCTION AND BY-PASS PUMPING PLAN Bypass Suction Oischa rge MAY. DISTANCE AVG PEAK Pumping Action to be completed MH MH LIFT(FT) (FTI FLOW FLOW Phase 1 INCH - 20 FEET a SEAL .w: STORM WATER 027267 : LL: .O• (GPM) (GPM) FOR REVIEW ONLY Install MH 14 sewer between MH 14 COR# 136537 MH 15 15 ti25 URBAN FORESTRY 6 & MH 15, Install MH 20 seas between MH 20 8 MH 14 MH 13 MH 15 15 200 7 Install MH 13 and sewer behiieen MH 12 MH 14 12 390 MH138MH14 B Install MH 1213 antl sewer between M �� 130060 MH 13 12 SOD d MH 14 9 Install MH 16 and sewer between CORN 130060 MH 12 15 250 /0 Install MH 31 CORN 112917 MH 11 15 275 11 Install MH 10 and sewer between IbR# 113924 MH 10 12 225 MH 108 MH11 NOTES: 1. The con1201r shall coordmale with property, owners when reconnecting ezisbng —ces 2. The co.tmdor shall =ale from a pump supplier according to the pmvided flow The 3. Pumping operations must be monitored 24 hours a day Ion each day of the pumping operation. 4. A backup pump must be provided, and must be connected mady to pump at all limes. Backup pump should operated via Roat. 5 No Row through sawer plugs is allowed Use a mechanical sewer plug (see CORPUD handbook) an downstream invert of suction Manhole 6. Restrain piping during bypass operations. o z w Z Z U C z m �pN b'1'i ,o c d � V 1 NpQ- 0 o o Uo�mBM rv�OWW� a� Q N L LLJ O LLJ CD Q Q = zn N O O U U) ULLJ z -D m 0 L < o m� (� ~ W zWQL oWN � 0 O o IY o N (n DATE: JUNE 2017 DRAWN BY: ARH CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "=30' H PROJECT 50079797 UB- I INFRASTRUCTURE CONSTR TION PAN APPROVAL CRY OF RNEIGH - PLANS AUTHORIZED FOR CONSTRUCTION AN Con.lruclion must Min coNancs m all Local. Stal., and HORIZONTAL SCALE F.".1 Ruk. ad R.pulati.. 20 0 10 20 40 �tH SRO TRANSPORTATION FIELD SERVICES .�ak. G�.%. PUBUC UTUTIES 1 INCH - 20 FEET a SEAL .w: STORM WATER 027267 : LL: .O• PUNNING FOR REVIEW ONLY °` ' FIRE OO NOTUSE lbP CONSIRVC110N ;�E"�" •,R. HIL.• URBAN FORESTRY o z w Z Z U C z m �pN b'1'i ,o c d � V 1 NpQ- 0 o o Uo�mBM rv�OWW� a� Q N L LLJ O LLJ CD Q Q = zn N O O U U) ULLJ z -D m 0 L < o m� (� ~ W zWQL oWN � 0 O o IY o N (n DATE: JUNE 2017 DRAWN BY: ARH CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "=30' H PROJECT 50079797 UB- I • ��.�•• w ~ ...� a ,�� MH MH LIFT" (Fn PNaae "=30' HORIZONTAL SCALE All Canmm"ion must M in accordance xRh all L -W. Stab. arM Fedeml Rales and R.aalat,an. (GPM) (GPM) 1 Install MH 19 CORP 146327 CORN 168931 15 525 MH 18 COR# 168931 15 415 STORM WATER Instan MH 18, MH 17. sewer UB -2 Fl 2 between MH 18 and MH 19, sewn MH 16 MH 19 12 420 between MH 17 and MH 18 Install MHMH 21 and sewer between 3 21 6 MH 17 CCF,, 160250 MH 17 15 230 4 Install MH 16 and sewer between MH 15 MH 17 15 290 MH 16 d 17 hsiall MH 15 and sewer between MH 14 MH 16 15 260 5 MH 15 8 16 CORN 161654 MH 16 15 350 5. foo flow 8vough sewer plugs is allowed Use a mechan—I sewer plug (see CORPUD handbook) on downstream invert of suction Manhole 6. Restrain piping during bypass operations. w a � w d � a � Z o 'x F z U Lj z w �\GN b"v )o e d 0 1 11 J NpQ- ®L 3 i a� Q N w W � 0 W (n U < tz � Q = cn 0 � I C) ~ N Ln U Ln U W Z O w m m � w � ~ W zwCL w CN 0 o O Ln � o N DATE: JUNE 2017 DRAWN Br: ARH CHECKED BY: PLC REVISIONS N0. I DATE INFRASTR T R ONSTR TION PAN APPROVAL SCALE CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION "=30' HORIZONTAL SCALE All Canmm"ion must M in accordance xRh all L -W. Stab. arM Fedeml Rales and R.aalat,an. 1 H 20 0 10 20 40 �SH C�"O TRANSPORTATION RELD SERNCES PROJECT 50079797 , O FESSIp ••�/,: •?:aPO 44 PUSUC UTIU TES I INCH = 20 FEET SEAL ;LLn STORM WATER 027263 :lt:PUNNING --%VF!G'"EE"'' R. UB -2 Fl FOR REVIEW ONLY Do NnT use toRlxlnsrttucnax � R•HIL� , URBAN FORESTRY O Z CT c m m C, g IIII IIII IIII■■■■ ■■�■11111 ::;::::a■■r==:: _::: ,ll� I iii �i■■■■■�i� ii% B Ili .,......:.-��■�► ,.,II - -E PFIOTE TION AREA 'lll- IIII SIDEVIEWFRONTVIEW ONOTE-. FOR TREE PROTECTION ONLY � w aEEFRD EGTroNAREA T WARNING SIGN DETAIL o EYISTING ROADWAY O I 0\ NOTE MIS ENTRANCE APPLIES ONLY TO ENTRANCES OF INDMDUAI SINGLE FAMILY RESIDENTIAL UNIT FABRIC MAY BE ADDED UNDER THE STONE WHICH WOULD AGO TOTAL LIFE TO THE CONSTRUCTION ENTRANCE PLAN MISTING ROADWAY NEW CONSTRUCTION S 2--3- SIZE STONE C:+:•:Z!��:::: 4PA88 e',8 a'� IIII�IIII Illil I IIIIII liff CROSS SECTION RESIDENTIAL CONSTRUCTION ENTRANCE d '2im 2amm Se z Z a all sa3 mam° �IRS ar a�=8 acCiiaT p E.� a m a�hA s, �R m_3 °R CONSTRUCTION SPECIFICATIONS WATFRWc coNCRr rFazocH 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ylyy�• ON ITS SIDF IN THE BOTTOM ROW TO ALLOW POO T•i9 DRAINAGE THE FOUNDATION SHOULD BE UCNVATED u ' O AT LEAS 12INCHES BELOW THE CREST OF THE STORM —� o a a ❑ D u DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST e ❑ O THE EDGE OF THE STOWORgIN FOR LATERA SUPPORT �' — . O❑ O❑ 00 00 OD AND TOAMO WASHOUTS WHFN OVFRE DW OCCURS IF NEEDED. GIVE LATERAL SUPPORT TO SUBSEQUENT ep A <-b �G' ROWS BY RACING 2 k 1 WOOD STUDS THROUGH BLOCK OPENINGS /^e PIT e 2. CAREFULLY FR HARDWARE GLOM ORCOMPARABLF WIRE MESH WITH A BLOCNOPENIN SiTOFARAC HOLD VELINE �'6' J-1 MemV 6e9,^8.,. �L°8- 3 USE aFAN GRAVEL, BM- TO 1l2 -INCH IN -� DIAMETER, RACED 21NCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPF OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT TIST WASHED 218LOPE, GRAVEN BERM STONE IS RECOMMENDED. NOT TO BE USED FOR SEDIMENT STORAGE WIRE SCREEN OPool HENT OEYMTERNG T �'-II111--IIIILIIIIIII��IIIIIIIIIII.. sEdMErrt (IIII �„B e BLOCK AND GRAVEL DROP INLET PROTECTION (s O u M-oo n x Ao f CO � L�C�Am n w� o ;0 yfA D Sp $ m Z O3 NOIlVlHOdSNVHl d0 '1,130 VNIIOHVO HIUON o e m > y 8 -I z o HOj ON[MVHG OHVONVIS HSIlON3 d0 31V1S o r C m � v O 9 m0 Dewberry® y g uPSFI 8 AM y 9 mH G A 3q I < 9 wm F IMPROVEMENT PROJECT — PHASE 2 y y CITY OF RALEIGH m O Z n r is 8 p o F 2810 WYOLIFF ROAD SUITE410 8 SM 2015-0028 PINEVIEW DRIVE, SM 2015-0027 SWIFT DRIVE ED 6 m Z wo $ o n Z r " IF 2� P y RM-EI G Z H.NC 919.8580] 607 '�r of ENGINEERING SERVICES 9. l 1 o OOTz gvzv- nT o 1 , oa Inm23m c m nn w C: m NA-NpNT SFR O r9 D -i 9 m m 2 V aCiz FAX 919.881.9923 NCBELS lF-0929 cAR FABRIC MAY BE ADDED UNDER THE STONE WHICH WOULD AGO TOTAL LIFE TO THE CONSTRUCTION ENTRANCE PLAN MISTING ROADWAY NEW CONSTRUCTION S 2--3- SIZE STONE C:+:•:Z!��:::: 4PA88 e',8 a'� IIII�IIII Illil I IIIIII liff CROSS SECTION RESIDENTIAL CONSTRUCTION ENTRANCE d '2im 2amm Se z Z a all sa3 mam° �IRS ar a�=8 acCiiaT p E.� a m a�hA s, �R m_3 °R CONSTRUCTION SPECIFICATIONS WATFRWc coNCRr rFazocH 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ylyy�• ON ITS SIDF IN THE BOTTOM ROW TO ALLOW POO T•i9 DRAINAGE THE FOUNDATION SHOULD BE UCNVATED u ' O AT LEAS 12INCHES BELOW THE CREST OF THE STORM —� o a a ❑ D u DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST e ❑ O THE EDGE OF THE STOWORgIN FOR LATERA SUPPORT �' — . O❑ O❑ 00 00 OD AND TOAMO WASHOUTS WHFN OVFRE DW OCCURS IF NEEDED. GIVE LATERAL SUPPORT TO SUBSEQUENT ep A <-b �G' ROWS BY RACING 2 k 1 WOOD STUDS THROUGH BLOCK OPENINGS /^e PIT e 2. CAREFULLY FR HARDWARE GLOM ORCOMPARABLF WIRE MESH WITH A BLOCNOPENIN SiTOFARAC HOLD VELINE �'6' J-1 MemV 6e9,^8.,. �L°8- 3 USE aFAN GRAVEL, BM- TO 1l2 -INCH IN -� DIAMETER, RACED 21NCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPF OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT TIST WASHED 218LOPE, GRAVEN BERM STONE IS RECOMMENDED. NOT TO BE USED FOR SEDIMENT STORAGE WIRE SCREEN OPool HENT OEYMTERNG T �'-II111--IIIILIIIIIII��IIIIIIIIIII.. sEdMErrt (IIII �„B e BLOCK AND GRAVEL DROP INLET PROTECTION (s O u M-oo n x 'CO m A6m CO � L�C�Am n w� o ;0 c - o D Sp $ m Z o NOIlVlHOdSNVHl d0 '1,130 VNIIOHVO HIUON o e n p ' HOj ON[MVHG OHVONVIS HSIlON3 d0 31V1S 'O'N 'H0131YU WSAVMHOIH j0 NOISIAIO SIMMONS BRANCH DRAINAGE W - c 8 B 3dAi )103HO ilIS )1008 A8VHOdW31 NOIlVlHOdSNVHl d0 '1,130 VNIIOHVO HIUON n p ' HOj ON[MVHG OHVONVIS HSIlON3 d0 31V1S o O9 9 m0 Dewberry® .� RAFrc H y 9 mH qq 3 < F IMPROVEMENT PROJECT — PHASE 2 y y CITY OF RALEIGH O Z n r CI z _ IF f1l T p o F 2810 WYOLIFF ROAD SUITE410 8 SM 2015-0028 PINEVIEW DRIVE, SM 2015-0027 SWIFT DRIVE ED 6 m wo $ o n Z r " 2� P y RM-EI G Z H.NC 919.8580] 607 '�r of ENGINEERING SERVICES O l 1 o OOTz gvzv- nT o 1 , oa Inm23m c m nn w mroc, r. ac'S c5 ~ U m NA-NpNT SFR O r9 D -i 9 m m 2 V M A FAX 919.881.9923 NCBELS lF-0929 cAR yT !zo < m?rNn dPD"O H g o mm mm o > T Dm n1 Z < W H 2 Z = cTm D`m O ZO D» a9 ocziv y + vrm Dr�. v mo IT O N 2 O T = y 0 s I I ENGLISH STANDARD DRAWING FOR - STATE OF W ” TEMPORARY ROCK SILT CHECK TYPE BNORTH CAROLINA W ' DEPT. OF TRANSPORTATION G DIVISION OF HIGHWAYS p - RALEIGH, N.C. i SIMMONS BRANCH DRAINAGE n o Dewberry® .� RAFrc < IMPROVEMENT PROJECT — PHASE 2 y CITY OF RALEIGH o P Z n r p o z 2810 WYOLIFF ROAD SUITE410 �P SM 2015-0028 PINEVIEW DRIVE, SM 2015-0027 SWIFT DRIVE ED 6 m o n Z r " Tv RM-EI G Z H.NC 919.8580] 607 '�r of ENGINEERING SERVICES m 2 V EROSION CONTROL DETAILS FAX 919.881.9923 NCBELS lF-0929 cAR HtH MANUY IU -N S RISTRUCTIONS KEY -IN PER MANUFACTURER'S r -I 2" INSTRUCTIONS PW SEEDING SCHEDULE IN PIEDMONT AREAS 2O 1488 pounds/square foot minimum (21.7 kN/m) 2J� 1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION TOP OF BANK 1 Y.2' WOOD STAKE OF THESE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE: Si -16 .6 x 166 feet (120 SY) w (100 SM) � ErE TEMPORARY SEEDING �3 FERTILIZER naauerw�waur�ersmam __& w URBAN FORESTRY DATE Iya PLANTING RATE 10-10-101��]�BLEND LIMESTONE MULCH S MULCH NOTES: 1. ALL BANKS AND DISTURBED AREAS SHALL BE SEEDED WITH JAN. 1 — MAY 1 RYE (GRAIN) 120 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE 4000 LBS./ACRE BOTH TEMPORARY AND PERMANENT SEED MIXES PRIOR TO PLACEMENT OF MATTING. AFTER THE SEED MIX HAS BEEN ■■r APPLIED AND BEFORE INSTALLING THE COIR MATTING, ALL AREAS SHALL BE COVERED NTH STRAW. MAY 1 — AUG. 15 GERMAN MILLET *• 40 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE 4000 LBS./ACRE 2. COIR MATTING SHALL BE PLACED AND OVERLAPPED ACCORDING ■■1 ■■1 ■■1 ■■1 LLB TO MANUFACTURERRECOMMENDATIONS. SEAMS MUST OVERLAP WITH RUNS AT TOP OF THE BANK ON TOP OF RUNS TOWARD AUG. 15 — DEC. 30 RYE (GRAIN) 120 LBS./ACRE 1000 LBS./ACRE 2000 LBS./ACRE 4000 LBS./ACRE TOP OF BANK KEY IN PER MANUFACTURER'S INSTRUCTIONS d ❑ WOOD STAKES °oasoeee� ❑ o /// FLOW BASE OF BANK J THE BOTTOM OF THE BANK AND WITH UPSTREAM END OF RUN ON TOP OF DOWNSTREAM RUN. 3. WOOD STAKES SHALL BE PLACED IN A DIAMOND SHAPE PERMANENT SEEDING PATTERN. EROSION CONTROL MAF`hG SHALL BE A MACHINE -PRODUCED MAT OF 100% COCONUT FIBER WITH THE FOLLOWING PROPERTIES: Matrix 100X coconut fiber Weight 23 ounces/square yard (780 gm/m2) Tensile strength (Wet) 1488 pounds/square foot minimum (21.7 kN/m) Open area (measured) 4BX Thickness 0.35 inches minimum (9 mm) Recommended flow 8 feet/second (3.35 m/s) ' Si -16 .6 x 166 feet (120 SY) w (100 SM) 'C' factor 0.002 18" OVERLAP ANCHOR NETTING JOIN STRIPS BY ANCHORING IN A 6" TJCH. AND OVERLAPPING. MAINTENANCE REQUIREMENTS REQUIREMENTS: 1. CONTRACTOR SHALL INSPECT MULCHES PERIODICALLY, AND AFTER RAINSTORMS CHECK FOR RILL EROSION. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR SLOPE GRADE, RESEED, AND REINSTALL MULCH AND JUTE MATTING. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. O JUTE AND COIR EROSION CONTROL MATTING INSTALLATION NT.S. DATE ffii p ANTy NG RATE AUG. 20 — OCT. 25 BLEND OF 5OX 250 LBS./ACRE FEB. 1 — MAR. 31 KY -31 TALL FESCUE AND 505 MIXTURE OF TWO OR MORE �\\ CARO oss"'`�' TURF—TYPE TALL 50079797 FESCUE FER71UZER 10-10-10 BLEND UMFSTONE • STRAW MULCH 1000 LBS./ACRE 4000 LBS./ACRE 4000 LBS./ACRE •• A SMALL—STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBS/ACRE. ••• QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST. 2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED. 3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. 4. MULCHED AREA SHALL BE TACKED WITH UOUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND - CRITICAL HABITAT AREAS. 5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. 6. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN DISTURBED FOR MORE THAN 7 DAYS. PROVIDE PERMANENT SEEDING WITH 15 DAYS OF ESTABLISHING FINAL GRADES. RIPARIAN SEEDING SCHEDULE IN PIEDMONT AREAS O SEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE: PERM N NTC DING T1 ANnC IM PLANTING RATE STRAW MULCH LATE MARCH TO LATE MAY SEE PERMANENT 20 LBS./ACRE 4000 LBS./ACRE SEED MIX BELOW PERMANENT SEED MIX QUANTITY (51 SCIENTIFIC NAME COMMON NAME DATES BATE 100 CHAMAECRISTA FASCICULATA PARTRIDGE PEA LATE MARCH 25 LBS/AC TO UTE MAY 50 CHAMAECRISTA FASCICULATE PARTRIDGE PEA MAY TO 20 LBS/AC AUGUST 50 UROCHLOA RAMOSA BROWNTOP MILEI MAY TO 20 LBS/AC AUGUST BLEND CHAMAECRISTA FASCICULATE PARTRIDGE PEA AUGUST TO MARCH 20 LBS/AC BLEND RYE/GRAIN/WINTER WHEAT AUGUST TO MIX OR BARLEY MARCH 75 LBS/AC 1. CULTPACK ALL DISTURBED AREAS, BROADCAST RECOMMENDED SEED THEN CULTPACK (AGAIN) OVER THE SEED BEFORE COVERING WITH WHEAT STRAW. REPEAT THE PROCESS IN THE EVENT OF FLOODING THAT REMOVES SEED AND STRAW FROM THE PREPARED AREA 2. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN 'PERMANENT SEED MIX' PROVIDED HEREIN. IF ANY SPECIES ON THE PERMANENT SEEDING MIXTURE IS NOT AVAILABLE, CONTACT THE CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES. 3. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH, OR APPROPRIATE REPLACEMENT, ABOVE BANKFULL TO THE UNITS OF DISTURBANCE. MULCH IS TO BE SPREAD BY HAND, BLOWER OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH POLY DURING OR DISING. 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPUCATON IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. 5. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUAUTY WATER ZONES AND CRITICAL HABITAT AREAS. 6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETICROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. 7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS. S. AFTER NCDENR APPROVAL OF ESTABLISHED VEGETATIVE COVER, REMOVE ALL FENCING AND STAKES COMPLETELY WITHOUT MACHINES. 51 CITY OF RALEIGH STANDARD SILT FENCE OUTLET INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION NI Construction muet be in with all Local. State. and AS NOTED �oRR� c PROJECT �\\ CARO oss"'`�' TRANSPORTATION FIELD SERVICES PUBLIC UTIUTIES 50079797 ai®■�■®■sesmw■ ?�Q`, STORM WATER �3 PLANNING naauerw�waur�ersmam __& w URBAN FORESTRY o 4■36i5R3is■BAS B tlS45 4S B ifi ti i6 ■ B ®C 1145 B C B B 0B■3®BBr6®8x8id8E mWls�usWSWsssass�.,,„. ■wzssedesswsaesWss®ua o ft., ■■r ■■1 ■■1 ■n ■e1 ' ■■1 ■■1 ■■1 ■■1 LLB 9� Im ■■1 Im or _ m o �woo o X m wo U ow'di a9■■x■�xutlLSWa3 W■aa1a9�S■■BIiBa■ �w > ww� w� xd: 333AB3■®■■■■■x3 ■tl■■R■■xlsx■6■■e d3■■row■Axsxt�xxa■ arx4fAW®■■■391■3 awe m a�xu oaS� u�x \w� um��wMMIfEg�ARSmNCL Km00 _ <A =a �a W -'A6xxP afkp S oOW o 0 Z — O�i< c R: �ow0 tr wm Da 3(yo <w x 3ia[CF�W W -Ib �ww< 8u < wC�> PS 3 m u CfTYOFRALEIGH yi<< RIPARIAN SEEDING SCHEDULE IN PIEDMONT AREAS O SEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE: PERM N NTC DING T1 ANnC IM PLANTING RATE STRAW MULCH LATE MARCH TO LATE MAY SEE PERMANENT 20 LBS./ACRE 4000 LBS./ACRE SEED MIX BELOW PERMANENT SEED MIX QUANTITY (51 SCIENTIFIC NAME COMMON NAME DATES BATE 100 CHAMAECRISTA FASCICULATA PARTRIDGE PEA LATE MARCH 25 LBS/AC TO UTE MAY 50 CHAMAECRISTA FASCICULATE PARTRIDGE PEA MAY TO 20 LBS/AC AUGUST 50 UROCHLOA RAMOSA BROWNTOP MILEI MAY TO 20 LBS/AC AUGUST BLEND CHAMAECRISTA FASCICULATE PARTRIDGE PEA AUGUST TO MARCH 20 LBS/AC BLEND RYE/GRAIN/WINTER WHEAT AUGUST TO MIX OR BARLEY MARCH 75 LBS/AC 1. CULTPACK ALL DISTURBED AREAS, BROADCAST RECOMMENDED SEED THEN CULTPACK (AGAIN) OVER THE SEED BEFORE COVERING WITH WHEAT STRAW. REPEAT THE PROCESS IN THE EVENT OF FLOODING THAT REMOVES SEED AND STRAW FROM THE PREPARED AREA 2. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN 'PERMANENT SEED MIX' PROVIDED HEREIN. IF ANY SPECIES ON THE PERMANENT SEEDING MIXTURE IS NOT AVAILABLE, CONTACT THE CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES. 3. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH, OR APPROPRIATE REPLACEMENT, ABOVE BANKFULL TO THE UNITS OF DISTURBANCE. MULCH IS TO BE SPREAD BY HAND, BLOWER OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH POLY DURING OR DISING. 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPUCATON IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. 5. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUAUTY WATER ZONES AND CRITICAL HABITAT AREAS. 6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETICROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. 7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS. S. AFTER NCDENR APPROVAL OF ESTABLISHED VEGETATIVE COVER, REMOVE ALL FENCING AND STAKES COMPLETELY WITHOUT MACHINES. 51 CITY OF RALEIGH STANDARD SILT FENCE OUTLET INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION NI Construction muet be in with all Local. State. and AS NOTED �oRR� c PROJECT �\\ CARO oss"'`�' TRANSPORTATION FIELD SERVICES PUBLIC UTIUTIES 50079797 oa ?�Q`, STORM WATER �3 PLANNING D 2 w URBAN FORESTRY o o ft., O LLB 9� w _ m o �woo o X m wo U ow'di �w > ww� w� zw ak s �o awe m a�xu oaS� u�x \w� 50 Km00 _ <A =a �a W n - S oOW o 0 Z — O�i< c R: �ow0 tr wm Da 3(yo <w x 3ia[CF�W W -Ib �ww< 8u < wC�> PS 3 m u CfTYOFRALEIGH yi<< 0 %AIIC w010ts pFPAR/MWr � i w w ; aEv sins _- o .. k U k W w 3 Z WATTLE I INLET PROTECTION DETAIL a n 4 O SW -20.23 ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse, as approved in these plans, is responsible for contecb'na the ENGINEERING SERVICES at (919) 990-2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 9954540 at least twenty four hours prior to beginning any of their construction FAILURE to notify both City Departments in advance of beginning Construction, will result in the issuance of monetary fines and require reinstallation of any water or sewer facilities not nspecled as a result of th s nobficabon failure FAILURE to call for Inspeclian, Install a Downstream Plug, have Permitted Plans an Jab site, or any other Violation of City of Raleigh Standards Will result in a Fine and Possible Exclusion from future work in the Cityof Raleigh. FOR REVIEW ONLY w P4 � I= z 0 a w U � z w LL oa Q rr � 1 �'Y�J NOP mw hT 3 A I N W W � LLJ Vn Q Z U) z_ I-, 0 Q � J � � I LQ 0 � Q ~ N � U U W o z 0 w z LLJ U/ w p Z W W OLLJ O O /-� N LL DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE OF INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION NI Construction muet be in with all Local. State. and AS NOTED Federal Rulee and Regulations PROJECT �\\ CARO oss"'`�' TRANSPORTATION FIELD SERVICES PUBLIC UTIUTIES 50079797 ?�Q`, STORM WATER i SEAL 023121 '1 lir Eta ty� `F14 A 1�\S`� PLANNING D 2 FIRE URBAN FORESTRY OF O O \\\\�AN \ TTIIDI,ATIIMIMIN. U ACREswLEss.Io6VNNDET�19 PERSPECTIVE VIEW AREA IS m:®oR�:,RTn v NO SCALE MUST SE SATISFIED. r SEDIMENT 1-11 PWE I—IT. MSU( III PIFE 11 ]e' AREA TO 3E DITURBED /\/ FLOW STORAGE ZONE RM HEADWALL (CUT. FILL. TC)- \ I I I I II MINIM 1'S 9 FLOW 1111ti I - ml CLASS I RIP~ RTERF ewc DIMENSIONS ME MAS 9EOIMEN TH ICLEM O.If POINT) MINIMUM ACCEPTABLE BOTTOM WIDTH T6 FT MIN UNLESS OTHERWISE ESI WMHEDSTONE. 12' MM THICI(NESS . NOTED. SECTION THRU BASIN, FILTER AND CULVERT PIPE NO SCALE (EXISTING PIPE INVERTS) GRAVEL & RIP RAP HORSESHOE INLET BASIN STEEL POET WDNEN .. IMIRI° FILI O � GRADE SLOPE . M°nI N M". SILT EENCE 1E11—E -c* MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING. 6-9 MONTHS SIDE VIEW V "' PLNSTIC OR V ABLE AS DIRECTED SV THE ENGINEER / WIRE TIES FRONT VIEW NOTES. 12 FLOW SHALL NOT RUN PARALLEL WTI THE FENCE. SILT FENCE NEEDS TO E E TURNED UPHILL ' STATE DEIR PRACTICE STANDARDS S SPECIFICATIONS SEDIIENTFENCESET FORCONDITIONSWIEREPRACTCEA ESL PLANNING CONSIDERAT.NS S CESION CRITERIA. �I S13lm 3dId IV dVH dI8 HOA 30I09 1 HOd 91,11IMVHO OHVONVIS HSI1DN3 g e n § y O n a S ^ O M m I a�0 r % ...... o lip UH i� 'o m v- cm r m 07 m 17 Zz_ rN i 0 o � o a N Z oil" NO n a 8X 3�Y g�fne Rn 6 �� S ym Eo P4 C s a F m x a �vaE I lNT1 C) omm i. °,Fg°q Gm1 o 3 ~ r s Ie `A m£ n m o IN K .o = m of Z �r n D O LONAm C. m s m p _ QQ pp TO o Ny m Z S SIMMONS BRANCH DRAINAGE o Dewberry® RA /cti O S � �y o A \\\\�AN \ TTIIDI,ATIIMIMIN. U ACREswLEss.Io6VNNDET�19 PERSPECTIVE VIEW AREA IS m:®oR�:,RTn v NO SCALE MUST SE SATISFIED. r SEDIMENT 1-11 PWE I—IT. MSU( III PIFE 11 ]e' AREA TO 3E DITURBED /\/ FLOW STORAGE ZONE RM HEADWALL (CUT. FILL. TC)- \ I I I I II MINIM 1'S 9 FLOW 1111ti I - ml CLASS I RIP~ RTERF ewc DIMENSIONS ME MAS 9EOIMEN TH ICLEM O.If POINT) MINIMUM ACCEPTABLE BOTTOM WIDTH T6 FT MIN UNLESS OTHERWISE ESI WMHEDSTONE. 12' MM THICI(NESS . NOTED. SECTION THRU BASIN, FILTER AND CULVERT PIPE NO SCALE (EXISTING PIPE INVERTS) GRAVEL & RIP RAP HORSESHOE INLET BASIN STEEL POET WDNEN .. IMIRI° FILI O � GRADE SLOPE . M°nI N M". SILT EENCE 1E11—E -c* MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING. 6-9 MONTHS SIDE VIEW V "' PLNSTIC OR V ABLE AS DIRECTED SV THE ENGINEER / WIRE TIES FRONT VIEW NOTES. 12 FLOW SHALL NOT RUN PARALLEL WTI THE FENCE. SILT FENCE NEEDS TO E E TURNED UPHILL ' STATE DEIR PRACTICE STANDARDS S SPECIFICATIONS SEDIIENTFENCESET FORCONDITIONSWIEREPRACTCEA ESL PLANNING CONSIDERAT.NS S CESION CRITERIA. �I S13lm 3dId IV dVH dI8 HOA 30I09 1 HOd 91,11IMVHO OHVONVIS HSI1DN3 x n n n N N w Al'I� 9 y O a S ^ O M m I a�0 r % ...... m lip UH i� 'o m v- cm r m 07 17 Zz_ rN i 0 o � o a ME Z oil" NO n a 8X 3�Y g�fne Rn 6 �� S ym Eo P4 C m �vaE I lNT1 C) omm i. °,Fg°q Gm1 .m ~ r s Ie `A m£ n m o IN K .o of Z �r 6D3 O LONAm C. m s NM� 'r (D m Amt iIAis 9 r Dao � TO v r� 000 .00 y N N �o N X LIM mo '0'N 'HOI3IVH SAVMHDIH 30 NOISIAIO NOIIV1NOdSNVN1 d0 '1d30 VNIIOHVO H1HON ET 30 31VIS I ENGLISH STANDARD DRAWING FOR STATE OF GUIDE FOR RIP RAP AT PIPE OUTLETS DEPT. OF TRANSPORTATION 4 NORTH CAROLINA DIVISION OF HIGHWAYS N _ RALEIGH, N.C. AN011- .CWEISI a S ^ O rao ...... lip UH i� 'o m C > Z zV�Sm `�n�oxx f i2g 3 _ n 8 3 z m y o$ 2 R a o z saDQ mm�SaA n LIM mo '0'N 'HOI3IVH SAVMHDIH 30 NOISIAIO NOIIV1NOdSNVN1 d0 '1d30 VNIIOHVO H1HON ET 30 31VIS I ENGLISH STANDARD DRAWING FOR STATE OF GUIDE FOR RIP RAP AT PIPE OUTLETS DEPT. OF TRANSPORTATION 4 NORTH CAROLINA DIVISION OF HIGHWAYS N _ RALEIGH, N.C. a S ^ O rao ...... lip UH i� 'o m C > Z zV�Sm `�n�oxx f i2g 3 _ n 8 3 z m y o$ 2 R a o z saDQ mm�SaA n y g a 8X 3�Y g�fne Rn 6 �� S ym mm°- =g�m�=ao 0 �vaE RA R� A oC omm i. °,Fg°q Gm1 a Ie `A m£ n m o IN K .o Z �r 6D3 4e m° a,o. TO Z SIMMONS BRANCH DRAINAGE Dewberry® RA /cti �y o A m IMPROVEMENT PROJECT — PHASE 2 CITY OF RALEIGH , e° m o p v 2610 WYCLIFF ROAD SUITE RALEIGH,NC27607 �i ENGINEERING SERVICES SM 2015-0028 PINEVIEW DRIVE, SM 2015-0027 SWIFT DRIVE Z.O z 81V FAX. 19.98.8623 NC9ELS,F-0B29 �', R \•2 EROSION CONTROL DETAILS V PATalcw . 4 ^ ri HnuN RAYMOND k FLORENCE OCKERY �\ �6d, X s. 1T DELf41 MILLS _ _ _ —Wo —� CRNG A. B=EOMEW ANO WIFE MELISSA P.sBARFHOLOMEW IN ,so0 nxO�n Ox. ROBERT J. SOTAK AND WIFE HEEw5O0K SONG MARY C. LEVINGS. TRUSTEE OF THE MARY C. LEVINGS REVOCABLE TRUST MOINGUEDIRA AND \}7y\ ANO WIFE GINABROWN-CUEDIM 'IEEE $ I/ +dna I � x1oz / JUUEN AYROLES m #,OO SAR , KKrLE HE SFT .18f169.J5 '4p° E YOW6 i'N.�11� �\ LEW11OkaJO],9O' s . 002236 >' ••" PUNNING FIRE JASON DOSSARY t LISA GOULDIE URBAN FORESTRY ELIZABETH BYRO ARNOLOUS A VERHOENEN AND WIFE BYRON BURG ROSLYNRI�MR�OENEN W'RPEN� BNRO \ PATalcw . 4 ^ ri HnuN RAYMOND k FLORENCE OCKERY �\ �6d, X s. 1T DELf41 MILLS _ _ _ —Wo —� CRNG A. B=EOMEW ANO WIFE MELISSA P.sBARFHOLOMEW IN ,so0 nxO�n Ox. ROBERT J. SOTAK AND WIFE HEEw5O0K SONG MARY C. LEVINGS. TRUSTEE OF THE MARY C. LEVINGS REVOCABLE TRUST MOINGUEDIRA AND \}7y\ ANO WIFE GINABROWN-CUEDIM 'IEEE $ I/ +dna I � CMT GERALD K. G" RICHARD S. WARR EDWARD JAMES DUNPHY $ DMIIEL M. POSEY AND WIFE GEORGE V. PECCIAND WIFE AND WIFEAND ,MIFF JUDITH KAYcD�NPHY AND WIFE RAN ONA 5 GRAHAM KARENOVCE WARR GNL B POSEY Mm JANET T PECCI RNA DR M�m®RN .n �rao snn DR s !Pn 7pDR, s OR / CMRISfOPHER SHELOW GABRIELLA SHELOW rrAiNEe O R1Y� D .LOO �..� LOO LOO AZT— DEVIN B. KNILER MICHAEL S. CLARK KENNETH O. MEDLIN MID AND AND WIFE SUSHI E COURTNEY Z. COUD. CLARK BREI AAYNE ELLER JOIN P. MEDUN MID WIFE ELIZABETH SHELTON ELLER KIMBERLY CURRY -EVANS "" —1 DR a uW -w sl STANLEY BOCANEY Dies -1 DR1.. nn sMn DR. FERNANDOH. MAGALW/ES KIMBERLY ILLLEN \ / a CWISTOPHER ALLEN I T'' `ADD �_�/ •, �., RGBERT J. HARVEY --. Jws s in DA DANIEL CAVA, TRUSTEE y' JOHN T="PENN NINE LOPEZ GBRAL, TRUSTEE AND WEE PAT TIE W. PENN ems s.r. ce 60 0 JO 60 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RNEIGH - PIANS AUTHOMZED FOR CONSTRUCTION 00110'! U9E PDR GDNBTRIK.'IpN LOG — TRANSPORTATION FIELD SERVICES SI%d PUBLIC UTILITIES � SEAL r' � U`D s . 002236 >' ••" PUNNING FIRE JASON DOSSARY t LISA GOULDIE URBAN FORESTRY sELWIN R. THIBAULT \ w, axlvuw DR AND WIFE MEUSSA R. THIBWLT 1 4 �I I CMT GERALD K. G" RICHARD S. WARR EDWARD JAMES DUNPHY $ DMIIEL M. POSEY AND WIFE GEORGE V. PECCIAND WIFE AND WIFEAND ,MIFF JUDITH KAYcD�NPHY AND WIFE RAN ONA 5 GRAHAM KARENOVCE WARR GNL B POSEY Mm JANET T PECCI RNA DR M�m®RN .n �rao snn DR s !Pn 7pDR, s OR / CMRISfOPHER SHELOW GABRIELLA SHELOW rrAiNEe O R1Y� D .LOO �..� LOO LOO AZT— DEVIN B. KNILER MICHAEL S. CLARK KENNETH O. MEDLIN MID AND AND WIFE SUSHI E COURTNEY Z. COUD. CLARK BREI AAYNE ELLER JOIN P. MEDUN MID WIFE ELIZABETH SHELTON ELLER KIMBERLY CURRY -EVANS "" —1 DR a uW -w sl STANLEY BOCANEY Dies -1 DR1.. nn sMn DR. FERNANDOH. MAGALW/ES KIMBERLY ILLLEN \ / a CWISTOPHER ALLEN I T'' `ADD �_�/ •, �., RGBERT J. HARVEY --. Jws s in DA DANIEL CAVA, TRUSTEE y' JOHN T="PENN NINE LOPEZ GBRAL, TRUSTEE AND WEE PAT TIE W. PENN ems s.r. ce 60 0 JO 60 120 1 INCH = 60 FEET FOR REVIEW ONLY I CITY OF RNEIGH - PIANS AUTHOMZED FOR CONSTRUCTION 00110'! U9E PDR GDNBTRIK.'IpN AM Gor,rtructlon mart W in f IN Local, Slate. aM Pld—I Rulm aM RKII,tionl \VLH CAq�//// p�@Yi€ST (,�yi TRANSPORTATION FIELD SERVICES SI%d PUBLIC UTILITIES � SEAL r' � STORM WATER s . 002236 >' ••" PUNNING FIRE �,,,,,,���`<Fs jp LN�� URBAN FORESTRY w x � a w z z o a: w Z U 0 z W 4`GN bNi o Q a PC Lu O_ CJ 0 ti "�1/D NpR • W Z o w 3 N W o W V T Q y Q I O U N U W V) p z0 O � J Or -,Q- c� m � W u� O zWCL 0w" 0 O o N DArE. JUN 2017 DRAWN BY. JEW CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 R•= 60' PROJECT 50079707 T7.2 001 a \ �00 IP \DSS NOW OR FORMERLY IP ARNOLDUS A. VERHOENEN AND WIFE 356 ROSEMARIE VERHOENEN DB 1870 PC 130 --... BM 1959 PG 178 -02 1417 P N6VIEW DR. \ SILT FENCE. ss �� BOC: 363.61 NOW OR FORMERLY RAYMOND & FLORENCE"VICKERY DO 13735 Pa 195 BM 1959 PG 175 CATCH .B161N INLET" ' PIN: 07536 PROTECTION (TSEE tate PwFYIEW. DR. EROSION CONTROL ETAILS. DROP INLET PROTECTION / �, 1b, \ BOC: 363.50 TOP. OF WALL: 352.79 TOP OF WALL: 350.00 �_.--------,--oar-.; €\ P TOP OF WALL: 352.79 NOW OR FORMERLY TOP OF WALL: 350.00 DELNA R. MILLS TOP OF WALL: .79 DR -201114-W, ;01 _ SM 1950 PG 1� - a, PW 07a3856784 24" RCP - fizz PINEv1Fw pR. .�® O.SE LDO / SEDIMENT AND EROSION CONTROL LEGEND: - 100 YEAR FLOODPLAIN -LOD- LIMITS OF DISTURBANCE -sr- SILT FENCE .." -o TREE PROTECTION ZONE T BUFFER CONSTRUCTION FENCE - -.- - - ZONE I BUFFER ZONE 2 BUFFER - - - ZONE 2 BUFFER SILT FENCE GRAVEL OUTLET RIP RAP /57 STONE F\ FLARED ENO SECTION ROLLED EROSION CONTROL PRODUCT (JUTE MATTING) NOTES: IP A ROCK PIPE INLET PROTECTION 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. (TEMPOR" 2. LOCATION OF CONSTRUCTION ENTRANCES ARE APPRO% AND ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL PA A Puw AROUND VERIFY LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA = 4.10 ACRES. QP ounE7 PROTECTION 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1-03. IP ® IFk�; TION 5. FOR UTIUTY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. RESIDENTIAL CONSTRUCTION 6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. ENTRANCE (TEMPORARY) 7. ADDITIONAL MEASURES TO CONTROL EROSION AND ® TEMPORARY WATTLE SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. ® TEMPORARY DRIVEWAY ACCESS B. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS 9. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE 10. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN. 20 20 40 11. ALL GRADED AREAS SHALL BE PROVIDED SEED AND LM; SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM 01557 1 INCH - 20 FEET NOW OR FORMERLY PATRICIA N. HYMAN DB 2897 PG 354 SM 1959 PG 176 PIN 0783559759 3734 SWIFT DR, 00 YEAR FLOODPLAIN, TYP xz 00.1 - TOP WALL: 352.07 g.}6 TOP OF WALL:" 351.00 TOP OF SEGMENTAL WALL:350. DO -1 O NOW OR FORMERLY MARY C. LEVINGS, TRUSTEE OF THE MARY C. LEVINGS REVOCABLE TRUST NOW OR FORMERLY DB 8881 PC 275 BYRON BAIRD BM 195) PG 150 PIN 0753751752 -� WARREN BA3726 SWIFT DR. OS 15225 PG 1005559 BM 1954 PG 727 - PIN 0 SWIFT DR, 37}0 SWIFT DR, , q .7 ZONE 2 BUFFER (I ZONE 1 BUFFER �347.q 001 IP J r :77- M 1 I LO S SF SF _347 FALL: 352 / _� i SF SF 1 X 342.5 p �I ti 1042.5 � 44 A X I � 342 5 _ .. _.S` SF J LOD LOD L00 LOD'=LOD �� �� LODE TOP OF WALL; 346.77 1 TREE PROTECTION. TOP OF WALL: 346.77 (TYP). TOP OF WALL' 346.77 TOP OF WALL: 352.07 TOP OF WALL: 345.00 L.UJ N TOP OF WALL 348.00 s; 2:1 SIDE SLOPES TOP OF WALL: 346.00 Z Cj 00 TOP OF SEGMENTAL. WALL: 346.00 _1 _ �' -- SEE SHEET C9 2 �FOR MAT SLOPES 4:1 P' + RIPRAP SIZE AND OR GREATER L7 CLASS B. 18" THICK Lo -10' DEPTH Q w _ ZONE 1 IUD UD RESIDENTIAL CONSTRUCTION TOTAL BUFFER ENTRANCE (TYP). IMPACTS = 30,184 SF NOW OR FORMERLY ELWIN R. THIBAULT 15" RCP 0 1.0E NOW OR FORMERLY AND WIFE JASON DOSSARY & LISA GOULDIE ZONE 2 MELISSA R. THIBAULT „p DO 13577 PG 1999 TOTAL BUFFER DB 7ez5 Pc zsa {Y - BM 1980 PG 160 IMPACTS � 5,799 $F BM 1960 PG Iso PIN 0783659514 PIN 0783750446 ,]5,01 PINEVIEW DR, 3731 SWIFT DR, ATTENTION CONTRACTORS The ConstrwYion Contractor responsible for the extension of _\ water, sewer and/or reuse, as approved in Mese plans, is \` responsible Por confactino the ENGINEERING SERVICES at (919) 9962409, and the PUBLIC UTILITIES DEPARTMENT at (919) 996-4540 at least twenty Pour hours prior to beginning any of their construction. FAILURE to notify both Cay Departments in advance of beginning Conslr-bon, Will result in the Issuance of monetary fines, and require reinstallation of any Water or se Wer facilities not inspected as a result of this notification failure. FAILUREto call for Inspection. Install a Downs(ream Plug, have Permitted Plans on Job site, or any ether Violation of City of Raleigh Standards Will resu8 in a Fine and Passible Exclusion from future work in the Cay of Raleigh. Irowv7I15f9I1lIDYIL INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL Callhet65aY=ft CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION NI Construction must M in cordancs ith all -1, State, and NQTFORCONS1RUCflON Feeerel Pubs and Regelat,rA TRANSPORTATION FIELD SERVICES {`SA ��!/y' Pu9uc ununes I STORM WATER SEAL 023121 PUNNING FWclott� l,Zra� FIRE f�� KSS URBAN FORESTRY DID W x t' a z c Ix Ila W U V. W 4`GN t✓N Q d � U O 1 1jJ NDS i 7o. 3 Oft. W". c\1 W o LLJ U� Q I (n Z z�I�Q t`lO CL N F- I O �- O z w = U7N Q W 0_D �'z� Z 0 LL z Z w CI_? o 0:�i �ocJ j o �' 0 � Ll DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATt SCALE 1 "=20' PROJECT 50079797 EC4.2 w U C7 I z c a U U. ATTENTION CONTRACTORS W The Construc0on Contactor responelWe fa the —",I -of water, sewer and/or reuse, as approved in these plans, is N/�O NOW OR FORMERLY raspensible for contactinn the ENGINEERING SERVICES at Ty MOHAMMED GUEDIRA (919)9962409, and the PUBLIC UTILITIES DEPARTMENT s AND WIFE et (91 9) 996454 0 st least twenty /ourhours prerto beginning U GINA BROWN—GUEDIRA any of their construedun. o D9 11547 PG 2070 9M 1965 PC 204 FAILURE to notify both City Departments In advance of PIN 37220 70.)7525!9swITT0R. NOW OR FORMERLY beginning Construction will result n the Issuance of monetary GERALD K. GRAHAM fines, and require reinstallation of any Water m imWer facaftes Now A MES FORMERLY AND WIFE DO 2099 PG 240 not Inspeeled as a result of this notmoaaon failure DUNPHY NOW DR FORMERLY - RAMS. GRAHAM EDWARD JA AND WIFE GEORGE V. PECCI FAILURE to call for lnspfbn, ecInstalls Downsheam Plug, DB 2 JUDITH KAY DUNPHY AND WIFE ON 1965 PG 204 havaPermitted PlensIII s9e or any other Violation ofCity " DB 9252 PG 455 JANET T. PECCI PIN 0793756357 o/ Raleigh Standards w111 result in a Fine and Possible g i3 3700 SWIFT DR. BM 1078 PG 204 09 2992 PC 139 Exclusion from future work in the City o/Raleigh.$ g PIN B SW71541]5 PI 1995 PG 471 L g 1705 SWIFT DR. PIN 0753755471 ^ L` nos swlFr DR. U 6 100 YEARowmw - V75V00, FLOODPLAIN, TYP. TREE PROTECTION. f14.IE$ SEE SHEET D1 FOR I 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. CATC1418ASIN INLET DETAILS (TYP). 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR 1� P PROTECTION (TVP). LIDDING PURPOSES. CONTRACTOR SHALL COORDINATE DO,� P1G LOCATION IN THE FIELD LOC: 343.59 ( \� SILT FENCE. 3. TOTAL DISTURBED ARTA >= 4.09 ACRES. DOI Qo 001 J 0 34 BJ 4. FOR EROSION CONTROL DETAILS. SEE SHEETS D1 -D3. Rl P TP I I ` V IP ` 1 IP 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE o TP tP ` i' SHEET T2. ocn \ IP y — 6. FOR TRAFFIC CONTROL. SEE SHEETS TCI-TC5. W W (] V n SEDIMENTATION - ADDITIONAL MEASURESTO CONTROL EROSION�D TIVES v - -_ _ � �I OFNCDENREREQUIRED L LAND QUALITY OR THE CITY REPRESENTATIVES OF RALEIGH. � Z __---- --= -' - - PROP. 12' x 5' RCB X.. "�' 3 _- BOC: 344.03 —_.39 -- 8. FOR ER ION AND SEDIMENT CONSTRUCTION SEQUENCE P RCB 0� __. I SEE SHEEP EC7 6 z EL 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE O OUTSIDE OF PROJECT LIMITS SWIFT DR.4 —�� 10. CONCRETE MIXERS SHALL NM BE WASHED OUT ON-SITE Q _� Q _------"- BOC: 34214 "'� 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES O z LLJ CN SS SS o 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. Q (n SWIFT SS NOT NOT ALL MATTING SHOWN, FOR CLARITY. I U (� Q o aLLJ _SS-'_ j '�� _ _ 340 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND U _ z CL SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT 343 MOD. PROCTOR PER ASTM D1557 O O O �\ C) L' _CF DF `—LbD m L�L IP CrDF LLLjLj _ CF CE cF cv L� JD » r CIF Cr L I cj� zLLJ V) Z z LOD I O W Q OU CROP INLET PROTECTION > O (TMP) — Ln U U N Wry Wa ! Z�m I Z W + Ln J W J W S + ,r. , t NOW OR FORMERLY I = p -m , F - DEVIN B. KAHLER v rn I DATE: JUN 2017 H W Q, NOW OR FORMERLY AND W Q � KENNETH 0. MEDLIN SUSAN E. KAHLER f (n V) AND WIFE 09 6779 PG 344 DRAWN BY: DRJ JONA P. MEDLIN BM 1960 PG 160 j N 3796 M D PIN 0793754159 20 0 10 20 40 9M 1960 PG 160 1711 swln DR. j CHECKED BY: PLC PIN 0793753292 NOW OR FORMERLY 37'5 SWIFT DR, I 1 INCH = 20 FEET BRENT DWAYNE ELLER REVISIONS AND WIFE N0. DATE ELIZABETH SHELTON ELLER NOW OR FORMERLY SEDIMENT AND EROSION CONTROL LEGEND: D9 5236 PC 51 NOW OR FORMERLY KIMBERLY CURRY—EVANS OM 1959 +959 Pc 176 PIN 0793751315 FERNANDO H. MAGALLANES STANLEY BOGANEY 100 YEAR FLOODPLAIN D9 15915 PG 2546 D9 159{5 PG 2864 1727 SWIFT DR. ,. LOD OMITS OF DISTURBANCE NOCK OPE INLET PROTECTION BM 1950 PC 160 BM 1960 PG 190 sr SRT FENCE IP (TEMPORARY) PIN 070.7752310 PIN 0793752296 372] SWIFr DR. 3719 SWIFT DR. rP TREE PROTECTION a— CONSTRICTION FENCE P 'P "R0 N0 bW. -- -- — ZONE + LNIFTEB Kno—hart be PA INFRASTRUQTURF cnucTRucnnN PLAN APPROVAL SCALE — — — ZONE 2 BUFFER Callbetaeyoudig = OP OUTLET PROTEC71pN CITY IK RALEIGH - PLANS NRHORIZED FOR CONSTRUCTION SILT FENCE GRAVEL OUTLET NI Conalruclon mast b in cordvruNOT to all Local, Stab, and 1 ^=2D' FOR CONSIRUCIION Fad,,m RuNa and R.9alabr. INLtT PROTEciION PROJECT ® RP RAPIP ® (TEMPORARY) A 50079797 Waa"1 TRANSPORTATION FIELD SERVICES I RESIDENTIAL CONSTRUCTION ���*S-,; O! PUBLIC UTILITIES ENTRANCE (TEMPDRARq p a1 L s s I F ® WA y /57 STONE TEMPORARY TTLE _ ? �• EA L1 > STORM WATER S PLANNING FLARED END SECTION ® TEMPORARY OR Y ACCESS ECS . 2 E+Pluo �� FIRE PRODUCT —D E(ROSION MATTING) CONTROL `F/A A. K\S4� URBAN FORESTRY ^` N W N w < Z w O J W I=:O U Q f h N g M7 7.36 S NOW OR FORMERLY RICHARD S. WARR AND WIFE KAREN ROYCE WARR OR 9423 PG 366 RM 1995 PG 204 PIN OYM757351 3612 SWFT DR. TOP OF WALL 336.00 TOP OF WALL: 336.00 " TOP WALL: 338.00 / TOP OF WALL: 334.00 J TOP OF SEGMENTAL WALL: 334,00 _ TOP OF WALL: 334.00 TOP OF SEGMENTAL WALL: 334.00 NOW OR FORMERLY MICHAEL S. CLARK AND COURTNEY D.CLARK DB 13963 PG 1824 PIN 0793755173 3707 SWIFT DR. NOW 0R FORMERLY DANIEL M. POSEY AND WIFE GAIL B. POSEY DB 4N2 PC 151 BM 1961 PG 115 BM 1967 PG IJ9 .1608 SWIFT DR. \ TOP OF SEGMENTAL WA161i�_333.00 TOP OF BRIDGE WALL 333.00 TOP OF MIDGE WALL: 333.50 / TOP OF BRIDGE WALL: 332.00 J TOP OF SEGMENTAL WALL 332.00 TOP OF BRIDGE WALL: 332.00 Now OR FORMERLY ROBERT J. HARVEY DB 2245 PG 352 BM 1971 PC 328 PIN 079375WSB 3509 SWIFT DR. Now OR FORMERLY CHRISTOPHER SHELOW GABRIELLA SHELOW DB 15650 PG 1615 SM 1961 PG 115 PIN 0763759105 924 VERWIN DR. NnICN \ MATCH EXISTING GRADE. INStAEb SALVAGED COBBLE STONE 12' THICK FOR LAST 20' OF DISTURBED STREAM BED WITH FILTER FABRIC UNDER STONE NOW OR FORMERLY JOHN THOMAS PENN AND WIFE PATTIE W. PENN ` ZONE 2 OB 3539 PG 788 TOTAL BUFFER BM 1974 PG 170 IMPACTS- 5,799 SF PIN 0793747944 3605 SWIFT OR. Now OR FORMERLY KIMBERLY ALLEN CHRISTOPHER ALLEN DB 13940 PG 1280 SM 1951 PG 115 PIN 0783 950043 3516 SWIFT DR. SILT FENCE GRAVEL OUTLET. CHECK DAM. ZONE 1 TOTAL BUFFER ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer andlor reuse. as approved In these plans, Is responsible for cantacOnc the ENGINEERING SERVICES at (919) 9962409, and the PUBLIC UTILITIES DEPARTMENT at (9191 9964540 at least twenty fourhours prior to beginning any of their construction. FAILURE to notify both Cay Departments in advance of beginning Construction, will reault in the issuance of monetary fines, and require reinstallation of any water or sewer faclldies not Inspected as a result of this notMcaticn failure. FAILURE to call for Inspection, Install a Downstream Plug, have Peml~ Plans on Job site. or any other Violation of Cay W Raleigh SiaMards will result in a Fine and Possible Exclusion from future work In the City of Raleigh, NOTES: 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA - 4.09 ACRES. 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1-03. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. S. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. S. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PUCE OUTSIDE OF PROJECT LIMITS 10. CONCRETE MIXERS SHALL No BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN. 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT MOD. PROCTOR PER ASTM D1557 20 0 10 20 40 1 INCH >< 20 FEET NOW OR FORMERLY IMPACTS - 30,184 SF DANIEL CABRAL, TRUSTEE AND ANNE LOPEZ CABRAL, TRUSTEE AS TENNNITS IN COM 1gN DB 5266 PC 109 BM7974PG 170 PIN 0763748839 3603 SWIFT OR, SEDIMENT AND EROSION CONTROL LEGEND: 100 -LOD- LIMITS OF DISTURBANCE -sF- SILT FENCE �P wry ROCK PIPE INLET PROTECTION -»`- TREE PROTECTION (rEUPORARr) Know/ew,.hat's bekrAL [INFRASTRUCTURE CONSTRUCTION PLAN PPROCONSTRUCTION FENCE PUMPNOIIUBi W`yBM�CITY OF RALEIGH - PIANS AUTHORIZED FOR CONSTRUCTION ZONE 1 BUFFER I Conahuclbn moat M in accorbanca with oil Loml. Slate, and ZONE 2 BUFFER NOi FOR CONSIRUCIION Feberal RuNe and Reguletone SILT FENCE GRAVEL OUTLET QP OURET PROTECTK9I O ® TRANSPORTATION FIELD SERVICES RIP RAP IP INLET PROTECIgN Q�d CARp pUBUC UTIU11E5 (TEMPORARY) rp,0\ts$lp y' /57 STONE STORM WATER RESIDENTVLL CONSTRUCTION DN SEAL PLANNING ENTRANCE (IEYPORARy) p23L21 FLARED END SECTION ® TEMPORARY WATTLE/ Failatt4 ��E FIFE ROLLED EROSION CONTROL F _.___.-. _-�..... .wean `F/I Y\S` URBAN FORESTRY � a W z z o a W z U C7 z W \GN b'p'i ,O Q a � U O 1 y1 Nom �o$4R o° mw Rd .5 3 N / n � W V v Q Q = Ln Z z�l�g a N JO C) Q z LJ U CN O _ W U _D Z z 0 L4 z m LLJ Z W EL- z o 0 :00 CN o v > o / n 0 U7 V / m N DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "=20' PROJECT 50079797 EC6.2 OF _ NOW OR FORMERLYVERH\ NOW OR FORMERLY NOW OR FORYFALr SK �r C12 ARNOLDUS A. OENEN \ PATRICIA N. HYMAN \ BYRON BAIRD \ �\\ FOR O' AND WIFE DB 2997 PG 354 WARREN BAIRD \ \ _ ROSEMARIE VERHOENEN 1959 PG 176 \ TEMPORARY CONSTRUCTION EASE NT + 5s PIN 0793950799 \ DB 15234 PC 1259 M€ A \ SIDEWALK ACCESS DB 1870 PC 130 \ 3734 SWIFT DR. BM 1954am �Z RAMP. SEE DETAIL PN' 075`43409492 PIS $11111 3732 s7 Fr DR. PERMAMENT PRIVATE DRAINAGE E/SEME7�� \ y t� ON SHEET R1 1417 PINEVIEW OR. \ TEMPORARY CONSTRUCTION EASEMENT \ `hat+ "�' CONCRETE SK)EWALK \ \ pl r CATCH BASIN (TYP). DROP INLET (TYP). \ \\TMP). SEE DETAIL 2/0IE SEE DETAIL 3/24 SEE DETAIL 1/05 CON RETE DRR7ETNAY. MATCH REPLACE 4' CPP AND TIE TO UNE I GRADE OF EXISTING 4- PVC PENETRATE CURB WITH DRIVE. EE DETAIL 3/D12 WATER TIGHT GROUT SEAL CONNECTION, \ TIE 15' RCP TO RBC WITH WATER SEE \ TIGHT GROUT SEA O NNECY/S7 i -497 TP _ INSTALL sn iF O Public Water Distribution / Extension System Si1IIT RAIL FENCE _ 4 COIR MATTING (TYP). \\ _ " SEE DETAIL 1/D2 1 - _ — — START RIPRAP '_ — — .SMH-25 JC \\ STA 10+23 g$, END OF PAVING MATCH 2r RCP 57 Nm OR FORMERLY EXISTING LINE AND GRADE. DELNA R. MILLS r DB 2094 PG 108 - BM +980 PG 182 DB 13577 PG 1899 I DB 7826 PG 258 BM Iow PC 180 SM 1960 PG 160 PIN 0783450744 .,,..;f•. { 1422-PIRLMEW DR. CURB AND GUTTER. ENGINEERED WALL AVEMENT PERW I'..(iE i/CSEMENT CLASS 1 RIP RAP SEE GRADING AND EROSION ' CBNTROC PLAN — — SEE STRUCTURAL DET'AIM-s FOR HEADWALL/WINGWALL DETAILS (TYP). / INSTALL 47 lF OF CHNN K FENCE_. TEMPO CONSTRUCC77T1ppN J EASEMENT i(E 24' RCP TO RBC WITH WATER /TIGHT GROUT SEALED CONNECTION SEE DETAIL 2/S1 1 350 1 3451 1 r 1 340 335 334 12'x5' RCB WITH CONCRETE — WiFfGAAi.S7tr-OPSTREAA ERD- DI -2 A / _ _ _ — — — — — — —CORE MATR (lYP), SEE NOTES 8 AND 9. /— — — - -- ® SEE DETAIL 1/22 ORAV¢L pRVE %MATCH LINE 7 4 Y PERMANENT PUBUC AND GRADE OF EXI,9TING DRIVE. DRAINAGE EASEMENT _SEE DETAIL 3/012 (TYP) CLASS 1 RIP RAP (TYP) DOUBLE 10' X 6' RCB WITH CONCRETE WIN(7WALL5. SEE NOTE§ 7, B AND 9. ,®) CAST IN -PUCE IS NOT ALLOWED FOR THIS DOUBLE RCB 24' RCP CONNECTION —\ I — FINISHED GRADE ENGINEERED WALL n I SEE NOTE 6 EL. 342.9 MATCH RIP' RAP TO CULVERTINVERT 4.2' 31' PLUNGE POOL ;A200 34L.UU 10'X6'RCB 68 IF DOUBLE W/GONG WI U 1.06% SLOPE DS INV= 4GWALLS US"i06% 343.62 h c, SEE NOTES 7 8342.90 & 9 NCDOTSTONE BES ITYp)GEOTEXTILE I SEE NOTES 7 & 8 TYPE 2 ITYP I PERMANENT UTILITY Public Water Distribution / Extension System U3 x M a -- EASEMENT_ 1 My. yuMk — atatwn oa ahem m Mu Pim. T,e matnMlinti U3 1 fantM,Ictian mwll,oda uwtl Iw Mia nrojzl and omlwm to Mw alm4erb m0 spwoMCPlbna of tM MyY. P It Ut .I- HmdaoaY. D.'fyi' Z INOW OR FORMERLY g$, END OF PAVING MATCH } Paww NaN INR D.Pepadrat EXISTING LINE AND GRADE. NOW OR FORMERLY AND WIFE AdhwUdion a Ca,wln,ct SEE DETAIL 3/Dll JASON DOSSARY & LISA GOULDIE 1 MELISSA R. THIBAULT C U Od. DB 13577 PG 1899 I DB 7826 PG 258 BM Iow PC 180 SM 1960 PG 160 —346 .,,..;f•. { PIN 0793659514 PIN 0763750448 CURB AND GUTTER. ENGINEERED WALL AVEMENT m z Ali 4. �` 1 SEE DETAIL 6/D11— --$EE-NOTE —' 5. _ w A — T�N+. SWIFT DR— — 40 PUBUC R/W B' X 5' BOX CULVERT. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEANOWNER / ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL — — . h Sg AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED 3s SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE ENGINEERED ALL SEEN T- Know what's bebW. ;�— as as WHOSE TRASH/RECYCUNG SERVICE IS DISRUPTED DURING WORK FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CV SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT GEOMETRY AND ' CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PLAN. W STONE FOR BEDDING 1 LF DOUBL B. 12'X 5' RGB W/ CONIC. WINGWALLS _ ENGINEERED WALL j I r 1 - SEE NOTE 6 -- .- "FLOW W V / - OS INV= 338.26 CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57 STONE FOR BEDDING / nING V Q SEE NOTES 7.8 & 9 ^ 9. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERTQ �1 15' RCP CONNECTION ' -.-_ BJP. - - - CLASS 1 RIP RAP SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER FINISHED GRADE \ T, 12'x5' RCB WITH CONCRETE — WiFfGAAi.S7tr-OPSTREAA ERD- DI -2 A / _ _ _ — — — — — — —CORE MATR (lYP), SEE NOTES 8 AND 9. /— — — - -- ® SEE DETAIL 1/22 ORAV¢L pRVE %MATCH LINE 7 4 Y PERMANENT PUBUC AND GRADE OF EXI,9TING DRIVE. DRAINAGE EASEMENT _SEE DETAIL 3/012 (TYP) CLASS 1 RIP RAP (TYP) DOUBLE 10' X 6' RCB WITH CONCRETE WIN(7WALL5. SEE NOTE§ 7, B AND 9. ,®) CAST IN -PUCE IS NOT ALLOWED FOR THIS DOUBLE RCB 24' RCP CONNECTION —\ I — FINISHED GRADE ENGINEERED WALL n I SEE NOTE 6 EL. 342.9 MATCH RIP' RAP TO CULVERTINVERT 4.2' 31' PLUNGE POOL ;A200 34L.UU 10'X6'RCB 68 IF DOUBLE W/GONG WI U 1.06% SLOPE DS INV= 4GWALLS US"i06% 343.62 h c, SEE NOTES 7 8342.90 & 9 NCDOTSTONE BES ITYp)GEOTEXTILE I SEE NOTES 7 & 8 TYPE 2 ITYP I PERMANENT UTILITY Public Water Distribution / Extension System U3 x M a -- EASEMENT_ 1 My. yuMk — atatwn oa ahem m Mu Pim. T,e matnMlinti U3 1 fantM,Ictian mwll,oda uwtl Iw Mia nrojzl and omlwm to Mw alm4erb m0 spwoMCPlbna of tM MyY. P It Ut .I- HmdaoaY. D.'fyi' Z INOW OR FORMERLY g$, END OF PAVING MATCH I ELWIN R. THIBAULT Paww NaN INR D.Pepadrat EXISTING LINE AND GRADE. NOW OR FORMERLY AND WIFE AdhwUdion a Ca,wln,ct SEE DETAIL 3/Dll JASON DOSSARY & LISA GOULDIE 1 MELISSA R. THIBAULT C U Od. DB 13577 PG 1899 I DB 7826 PG 258 BM Iow PC 180 SM 1960 PG 160 —346 PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN PIN 0793659514 PIN 0763750448 FOR CLARITY. 1501 PINEMEW DR. 3731 SWIFT DR. m z Ali 4. �` 1 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING AND PEDESTRIAN ACCESS AT ALL TIMES. 4 R� B' X 5' BOX CULVERT. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEANOWNER / ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE T- Know what's bebW. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNERS C3II DetDle you dig. WHOSE TRASH/RECYCUNG SERVICE IS DISRUPTED DURING WORK FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CV SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT GEOMETRY AND ' CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PLAN. W STONE FOR BEDDING 1 LF DOUBL B. 12'X 5' RGB W/ CONIC. WINGWALLS _ ENGINEERED WALL j 0.72% SLOPE ' �\ SEE NOTE 6 US INV= 338.84 TOP OF ROCK GRADE THAT IS A MINIMUM OF 6' BELOW THE W V / OS INV= 338.26 CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57 STONE FOR BEDDING / nING V Q SEE NOTES 7.8 & 9 ^ 9. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERTQ �1 15' RCP CONNECTION SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER FINISHED GRADE \ 44' 2' 43 — j{i\ GABION MATTRESS EXISTING GRI 1 PLUNGE (L11 POOL _\ L I I I — 8'0 DIP SANITARY SEWER MAIN W/16' 0 STEEL ENCASEMENT PIPE — 8' DIP WATER MAIN W/ 16'0 STEEL FJNCASBAEM PIPE EL 338.84 IMATCH RIP TO CULVERT INVERT I CLASS RIP RAP rTYP) MAIN PIPE COLLAR h1NOTES Public Water Distribution / Extension System U3 x M a Tv Gly el RaNipl, -U to the owwactbn mtl eaten of 1. My. yuMk — atatwn oa ahem m Mu Pim. T,e matnMlinti U3 fantM,Ictian mwll,oda uwtl Iw Mia nrojzl and omlwm to Mw alm4erb m0 spwoMCPlbna of tM MyY. P It Ut .I- HmdaoaY. D.'fyi' Z g$, IY. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES FOR CLARITY. Paww NaN INR D.Pepadrat W NUT SHOWN IN ENTIRETY AdhwUdion a Ca,wln,ct � C U Od. Z U Z —346 h1NOTES 1. SEE SHEETS C15-ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR _ SANITARY SEWER DESIGN INFORMATION. g$, 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES FOR CLARITY. .o S ^' NUT SHOWN IN ENTIRETY B 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON —346 PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN - FOR CLARITY. _o W m z Ali 4. �` ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING R� B' X 5' BOX CULVERT. 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE T- SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND - APPROVAL SEE WALL ALIGNMENTS SHEETS R5 -R8. 7. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CV ' CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 W STONE FOR BEDDING ]_ B. FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE w j PROPOSED CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT ' �\ TOP OF ROCK GRADE THAT IS A MINIMUM OF 6' BELOW THE W V / CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57 STONE FOR BEDDING / nING V Q ^ 9. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERTQ �1 SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER Z LL T, PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF 4. THE CULVERT. Q O 10. SEE SHEETS C19 -C21 WATER PUN/PROFILE SHEETS FOR WATER LL O DESIGN INFORMATION. ATTENTION CONTRACTORS D LLj J O The Construction Contractor responsible for the extension of water, sewer and/or reuse, as l `J approvedec in it,.. Plans, is responsible for ' \ W N CL contactin0 Ne ENGINEERING SERVICES at 996-2409, the PUBLIC U77UnES V (919) and DEPARTMENT at (919) 9964640 at least howity 7 Z O W four hours prior to beginning any A their Q > z construction.< LL Q Q FAILURE to notify both City Departrnents In advance of beginning Construction, will result in 350 rY\ M the issuance of monetary fines, and require reinstallation of any water or sewer fadlibes not inspacied as a result of this notification (allure. 1,/ /I71 Lai (n Z FAILURE to call for Inspection, Install a a Downstream Plug, have Perrnf9ed Plans on Job O C site, or any other Violation of City of Raleigh L Do Stands Ns will newlt in a Fine and Possible C\N Exdusion horn fuaire work in the City of Raleigh. W > O O \\\\IIIIIIIII7I7 oQb�'ESSIa/`2� SEAL c LL O 345 : 042236 z. N gVg2 to H IIIII \\VO DATE: JUN 2017 VERTICAL SCALE DRAWN BY: JEW -- 2 0 1 2 4 1 INCH = 2 FEET CHECKED By PLC HORIZONTAL SCALE REVISIONS 340 20 0 10 20 40 d/0. DATE 1 INCH = 20 FEET FOR REVIEW ONLY W NIR U56 NR CONaTRULTON P P w'•4 ,w � CITY OF RALEIGH –PLANS AUTHORIZED FOR CONSTRUCTION i- NI Comtrudim musl W m e—,rdancs wRh dl Lord, Stats, and FWsrol Rules one Rsqulalioro 8' DIP WATER TRANSPORTATION FIELD SERVICES URBAN SCALE 1 "=2' V 1 "=20' H PROJECT 50079707 C9.2 OF CB -5 m O _ n� 6• DIP WATERMA N �eF \'p��"�/ / 11 OO I �i 1 ci-ro NOW OR FORMERLY BRENT DWAYNE ELLER AND WIFE ELIZABETH SHELTON ELLER OB 5236 PO 51 BM 1959, PC 178 PIN 0763751315 3727 SWIFT DR. `WOW OR FORMERLY ti MOHAMMED GUEDIRA INTO EXI< P ERLY GUTTER. GINA BROWN-GUEDIRA MARY C LEVINEG5,TR STEE DB 11547 PC 2D70 CO OF LOB \PIN 0796752086 3722 SWIFT DR. THE MARY C. LEVING S 40 'D GRAVEL DRIVEWAY REVOCABLE TRLIST` PERMANENT PUBLIC DRAINAGE EASEMENT MATCH LINE AND GRADE OF EXISTING Q DB8981 PC 276 BM 1960 PC 190 �y'•'- MQ{1 PIN 0793751782 3726 SWIFT M2. \ W `.E DETAIL 3/D12 AND NOW OR FO NMERLY KIMBERLY BURRY-EVANS Naw OR FORMERLY 15=50 I SUSAN E. KAHLER OR 1596 PO 2864 CB -5 m O _ n� 6• DIP WATERMA N �eF \'p��"�/ / 11 OO I �i 1 ci-ro NOW OR FORMERLY BRENT DWAYNE ELLER AND WIFE ELIZABETH SHELTON ELLER OB 5236 PO 51 BM 1959, PC 178 PIN 0763751315 3727 SWIFT DR. `WOW OR FORMERLY TIE CURB MOHAMMED GUEDIRA INTO EXI< AND WIFE GUTTER. GINA BROWN-GUEDIRA LINE AND DB 11547 PC 2D70 CO 6th Is" Pp .204 LOB \PIN 0796752086 3722 SWIFT DR. 40,t9D -t - PERMANENT PRIVATE DRAINAGE EASEMENT _ 17600 1 1 1 — PROP 11_x 5 RCB VYP). SEE DETAIL 3 D7 6• DIP — 6' DIP < WATERMAIN WATERMAIN OF PpIlN�ING: NOW OR FORMERLY TEMPORARY CORRUCTION W H III NO Now OR FORMERLY I � EDWARD JAMES DUNPHY EASEMENT AND GF�DE AND WIFE GEORGE V."PECCI TIE 4'x4' RCB TO RBC JUDITH KAY DUNPHY AND WIFE \ WITH WATER TIGHT GROUT OR 8252 PC 455 JANET T. PECCI SEALED CONNECTION. SEE BM 190.5 PC 204 I DB 2082 PO 1J6 DETAIL 2S1 PIN 0783754435 BM 1965 PC 2014 / 3708 SWIFT . I PIN 07837554'!1 D ORROINLET (TYP). Ogi- 90 3704 SWIFT DR. SEE ETAIL 1/D5 I \ /� PE MANENT PUBLIC DRAINAGE EASEMENT DI-13. vi M 19651965-_ sr -- —. .- E E 20' DRAINAGE ASEMENk--B J \ { \\ I 18.60 I s� 19-00- ---- illiF PROP 12'x5'RCB ,t1 ( -W�Oil ___- 339 �_ r DIP ---\, _ SWIFT DR \ce-tz 60' PUBLIC R/W' ' SS -�-�—` CATCH BASIN (TYP). - ASPHALT PAVEMENT SEE DETAIL 3/D4 I i - 345 w U ro 15 RCP C. go �, a g1 (SOUTH). CO CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A • VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING LOB \ 40,t9D 40 'D GRAVEL DRIVEWAY (NORTH. PERMANENT PUBLIC DRAINAGE EASEMENT MATCH LINE AND GRADE OF EXISTING C7 AND PERMANENT DRIVE (TYP). SEE ) 15" RCP UTILITY EASEMENT DETAIL 3/D12 AND NOW OR FO NMERLY KIMBERLY BURRY-EVANS Naw OR FORMERLY STANLEYBOGANEY FERNAND0 H. MAGALLANES SUSAN E. KAHLER OR 1596 PO 2864 DB 15615 PC 264E "`� BM 1960 PC 160 I 1 BM 1960 PC .1160 PRI 078379[310 `r PIN 0793752296 3719 SWIFT DR. 1 �2 3723 SWIFT DR. YO.1••. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION. 0' 345 w U 0 15 RCP �y w a to (SOUTH). CO CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A • VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING 15 RC CONNECTIO I2n a 40 w W (NORTH. NOT SHOWN IN ENTIRETY FOR CLARITY. U C7 5. SOUT ) 15" RCP e �j��/jj////`j AND 6. CONNECTION • NOW ORFORMERLY SUSAN E. KAHLER (NORTH) HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC 340 KENNETH0. MEDLIN OB 5770 PC 3k ' - I n PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE YO.1••. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION. N AND WIFE BM 1980 PO. leo 470 n: CITY PROJECT MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS LL ;��j///////// CONCRE II E DISRUPTED DURING CONSTRUCTION ATTENTION CONTRACTORS SHEETS R5 -R6. ^ I ` `I COLLAR SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 608} DB 3-789 PO 273 W 7. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT ' 4060 PAIN aaM3i53292 ... 12'XS'RCBCF. 335 T `J ;g _ .v 3715 SWIFT DR. 1 1 ' N (n Vl E EXISTING 4' X 4' RCB in Mese plans, Is responsible for mnrecbng the ( LLJ Ln CONNECTION 5RC(NORTH) ES t . `z- 12'0 DIP SANITARY \ the PUBLICENGINEUTILITIESUTILITING DEPARTMENT IM - 15" RCP CONNECTION 996-4540 at least Twenty fourho prior to beginning O SEWER MAIN W124'0 EXISTING GRADE any at Mair construction N STEEL ENCASEMENT PIPE z rQr� 6"0 DIP WATER MAIN 330 FAILURE to notify both Cdy Departments In advance LL Q CIL 325 - S6 CURB AND GUTTER. - SEE DETAIL 6/Dll ' 12'x5' TO 13'x5' PRS CT EXISTING CONNECTION r GAS VICE. ---�® SS COORDII TE WITH PSNC z W n w U 0 a �y w a to O' CO CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A • VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING z o a 40 w W lJ NOT SHOWN IN ENTIRETY FOR CLARITY. U C7 z W n 6 DIP WATERMAIN NOTES: 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. 1. SEE SHEETS C15-ClS SANITARY SEWER PUN/PROFlLE SHEETS FOR SANITARY L9@ ^ n I ,.I4. 7�� any SEWER DESIGN INFORMATION. CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A • VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING em^. m I IS CONCR I ETE DRIVEWAY MATCH LINE AND GRADE 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES 40 o 2 m • it lJ NOT SHOWN IN ENTIRETY FOR CLARITY. OF EXISTING DRIVE (TYP). DETAIL 3/D12 24" RCP CONNECTION (NORTH) B. FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED W 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. CULVERT BOTTOM ELEVATION, 'ACHIEVE A CONSISTENT TOP OF ROCK GRADE L9@ 1 I L I. L ,.I4. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A • VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING / rl Q CONCR I ETE DRIVEWAY MATCH LINE AND GRADE I DASHED. lJ OF EXISTING DRIVE (TYP). DETAIL 3/D12 NOW OR FORMERLYSEE I DEViN B. KAHLER 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 6' X 5' BOX CULVERT. (.0 e �j��/jj////`j AND 6. ENGINEERED WALLS SHALL BE SEGMENTAL. GRAVITY RETAINING WALL AND SHALL • NOW ORFORMERLY SUSAN E. KAHLER U HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC Kn9W Whst§ beloworapu AT ALL TIMES 10. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN CaO UBtBLE KENNETH0. MEDLIN OB 5770 PC 3k ' - I n PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE YO.1••. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION. N AND WIFE BM 1980 PO. leo 470 CITY PROJECT MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS LL ;��j///////// JONA P. MEDLIN I 3711 SWIFT86 DISRUPTED DURING CONSTRUCTION ATTENTION CONTRACTORS SHEETS R5 -R6. ^ I ` `I j SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 608} DB 3-789 PO 273 W 7. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT ' 4060 PAIN aaM3i53292 I BOTTOM, PROVIDE A MINIMUM OF 18. OF NCDOT /57 STONE FOR BEDDING T `J 3715 SWIFT DR. 1 1 ' N (n Vl a EXISTING 4' X 4' RCB in Mese plans, Is responsible for mnrecbng the ( LLJ Ln 24" RCP CONNECTION (NORTH) B. FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED W CULVERT BOTTOM ELEVATION, 'ACHIEVE A CONSISTENT TOP OF ROCK GRADE LLjI- CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A • VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING / rl Q e04223r lJ CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR 9' ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE Q I (.0 e �j��/jj////`j HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 r� L • PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. -L_ n Kn9W Whst§ beloworapu AT ALL TIMES 10. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN CaO UBtBLE Q O SEAL YO.1••. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION. N O PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS LL ;��j///////// J DISRUPTED DURING CONSTRUCTION ATTENTION CONTRACTORS Q SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 ~ N SHEETS ECt-EC6 FOR GRADING AND EROSION CONTROL PLAN The Construction Contactor responsible for the T `J extension of water, sewer and/or rause, as approved 1 1 ' a EXISTING 4' X 4' RCB in Mese plans, Is responsible for mnrecbng the ( LLJ Ln CONNECTION 5RC(NORTH) ES t . `z- \ the PUBLICENGINEUTILITIESUTILITING DEPARTMENT IM - 15" RCP CONNECTION 996-4540 at least Twenty fourho prior to beginning O W EXISTING GRADE any at Mair construction N z rQr� FAILURE to notify both Cdy Departments In advance LL Q CIL of beginning Construction, Will result In the issuance of M w monetary fines and require reinstallation of any water LU w Zur or sewer facilities not inspected as a result of this .. 'iS RCP. notification fa lure. CONNECTION It 340 cj�LU Z (/)pection, - (NORTH) FAILURE t0 call for InsInstall a Downstream I Z Plug, have Permdfad Plans on Job srte er any other Violation of CM of Raleigh Standards will result in aWre O �-LJ CL r 9 1 7 I INCH 2 FEET CHECKED BY. PLC HORIZONTAL SCALE 20 0 1 EEL III DING (TYP) USE line cnNSTRUcTIONPROJECT TRANSPORTATION FIELD SERMCES 50079707 e04223r I e �j��/jj////`j • ' SEAL j /%�j ;��j///////// 4 • r 9 1 7 I INCH 2 FEET CHECKED BY. PLC HORIZONTAL SCALE 20 0 1 EEL III DING (TYP) USE line cnNSTRUcTIONPROJECT TRANSPORTATION FIELD SERMCES 50079707 NOW DR FDRYERLY / PERMANENT PUBLIC / GERALD K. GRAHAM — DRAINAGE EASEMENTNOW OR FORMERLY AND WG AM RICHARD, $.'WARR NDN OR FOOMY DI -13 > DB zo@6 Pc 210 AND WIFE I DANIEL III POSEY am t945 PG. x04 KAREN ROYCE WARR AND WIFE / PW 07@375&357 _ { 9013-----I--- GAIL' B. POSEY 3700 SWIFT DR. - 1 - DB 9423 PD 3@@ 1 BA 1886 204 011 4742 PG 151 PIN 878337@7j81 I BM 81 PG 115 (®; 3812 qNl 2- .!' TIE 42" RCP TO RCB 3609�f DR. WITH WATER TIGHT GROUT — _ / SEALED CONNECTION. SEE 7�— 7 — DETNL 2/S1 "` �ROPINLET (TYP). I ISEE DETAIL 1/D5 TIE 15" RCP TO RCB WITH WATER TIGHT GROUT I i SEALED CONNECTION. SEE / I DETAIL 2/51 Jj- CATCH BASIN (TYP). SEE `DETAIL 3/D4 I I PERMANENT UTILITY EASEMENT I O_ I v W I I NOW OR FORMERLY 1W/1 I MICHAEL S. CLARKE I AND COURTNEY D. CLARKE DB 13983 PG 1824 PIN 0783755173 3707 SWIFT DR. RCP �.y SS 6' CPP — INV APPROX. 332.35'„ SS A_7s�. _ ENGINEERED WALL SEE NOTE 6 /" � 5 °1"� Nth • ��� �_ l CONCRETE SIDEWALK. 9Q7 SEE DETAIL 2/D12 Permitted Piens on .int site or any other Violation of City of U 50 PLASTIC JUNCTION' "" 1 BOX (TYP.-3 PLACES) — COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY \_4" CPP .. CPP 901-fiLBOW / (T PY.- I The Construction Contactor responsible for the extension of CLASS 1 RIP RAP PLUNGE POOL z. �6" CPP 6—CPP INVROX' INV APPROX. �'� 31 332.10 / 4" CPP I PERMANENT PRIVATE / $LASiIC JUNCTION BOX (TYP). DFN EASEMENT E14GINEERED WALL. / SEE NOTE 6 / PERMANENT PUBLIC CONCRETE DRIVEWAY. MATCH LINE AND DRAINAGE EASEMENT I GRADE OF EXISTING. SEE DETAIL 3/1312 Now ORED ROBERT J. HARVEY TEMPORARY DS 7.2 PG 352 /CONSTRUCTION It 1^'. Pc �321 / EASEMENT NOW OR FORMERLY CHRISTOPHER SHELOW GABRIELLA SHELOW DB 15850 PG 1@1@ BM 1981 PG 115 PIN 0783759105 924 MERWIN OR. 4 CPP —�^� NOW OR FORMERLY JHN THOMAS PENN AND WIFE PATTIE W. PENN OB J539 BM 1974 PG 170 PIN 078374]9" SEE NOTE 6 .331 h3.50 � 3( 4" CPP 330 3z8 32J�3z6 IN APPROX. _ \ 331.60 33i� —\ CPP 45' ELBOW (TYP). CLASS 1 RIP RAP NOW OR FORMERLY LI _ LUNGE POOL. ANIEL CA�.AL TRUSTEE AND 6" CPP _ _ ANNE LOPEZ/CABRAL, TRUSTEE INV APPROX. 32937 TBDEP2OG c109 12'3109 170 INEERED WALL. @6 N—DN' — CONCRETE SIDEWALK. 9Q7 SEE DETAIL 2/D12 Permitted Piens on .int site or any other Violation of City of U ATTENTION CONTRACTORS ASPHALT PAVEMENT from future work in the City of Raleigh NOTES: -- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS — COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY N DRIVEWAY BRIDGE SEE DRIVEWAY BI IDGESEE CONTROL PLAN. STRUCTURAL DETAILS \ The Construction Contactor responsible for the extension of (.7 _ z. jolly O p: 4 CPP —�^� NOW OR FORMERLY JHN THOMAS PENN AND WIFE PATTIE W. PENN OB J539 BM 1974 PG 170 PIN 078374]9" SEE NOTE 6 .331 h3.50 � 3( 4" CPP 330 3z8 32J�3z6 IN APPROX. _ \ 331.60 33i� —\ CPP 45' ELBOW (TYP). CLASS 1 RIP RAP NOW OR FORMERLY LI _ LUNGE POOL. ANIEL CA�.AL TRUSTEE AND 6" CPP _ _ ANNE LOPEZ/CABRAL, TRUSTEE INV APPROX. 32937 TBDEP2OG c109 12'3109 170 INEERED WALL. @6 N—DN' — 3 W — DO NOT DISTURB / EXISTING CATCH BASIN END OF PAVING. MATCH EXISTING UNE AND GRADE. SEE DETAIL 5/D11 007 VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER FAILURE to call for Inspection, Instal/ a Downstream Plug have CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI Permitted Piens on .int site or any other Violation of City of U ATTENTION CONTRACTORS 7. FOR THOS 5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM, g FINISHED GRADE EXISTING GRADE from future work in the City of Raleigh NOTES: -- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS — COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY N - _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N DRIVEWAY BI IDGESEE CONTROL PLAN. U] ,SEE DETAIL 1/D2 SEWER DESIGN INFORMATION. The Construction Contactor responsible for the extension of (.7 z. water, sewer and/or reuse, as approved n these plans, is O p: D WALL SHOWN IN ENTIRETY FOR CLARITY. w I o z z ;.rye U Lry � z 3 W — DO NOT DISTURB / EXISTING CATCH BASIN END OF PAVING. MATCH EXISTING UNE AND GRADE. SEE DETAIL 5/D11 007 VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER FAILURE to call for Inspection, Instal/ a Downstream Plug have CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI Permitted Piens on .int site or any other Violation of City of : ATTENTION CONTRACTORS 7. FOR THOS 5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM, g FINISHED GRADE EXISTING GRADE from future work in the City of Raleigh NOTES: -- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS — COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY N - _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N DRIVEWAY BI IDGESEE CONTROL PLAN. DETAILS 9. ALL RATE ,SEE DETAIL 1/D2 SEWER DESIGN INFORMATION. The Construction Contactor responsible for the extension of LLI 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT water, sewer and/or reuse, as approved n these plans, is ENGINEERED WAL SEE NOTE 7 ENGINEER SEE NOTE D WALL SHOWN IN ENTIRETY FOR CLARITY. responsible for cordecona the ENGINEERING SERVICES at I o n ;.rye (919) 9962409 and the PUBLIC U7ILMES DEPARTMENT at � � " \ (919) 998-4540 at least twentybur hours prior to beginning any 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS of their construction. Ln DRAWN BY: JEW CHECKED BY: PLC - FAILURE to nobly both City Departments In advance of �y. N AVP 11 NO. DATE SQ S beglnn ng Construction will result In the issuance of monetary fin w\ W FOR REVIEW ONLY KB9wwhars below. TIE CURB AN GUTTER INTO (STING. MATCH EX ING LINE AND GRADE. PERMANENT PUBLIC DRAINAGE EASEMENT es, and require reinstallation of any water or sewer facilities - not nePacted as a —11 of Uls nol9cehon failure. VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER FAILURE to call for Inspection, Instal/ a Downstream Plug have CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI Permitted Piens on .int site or any other Violation of City of _ PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS SHEETS Raleigh Standards will result in a Fine and Possible Exclusion 7. FOR THOS 5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM, g FINISHED GRADE EXISTING GRADE from future work in the City of Raleigh NOTES: -- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS — COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY N - _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N DRIVEWAY BI IDGESEE CONTROL PLAN. DETAILS 9. ALL RATE ,SEE DETAIL 1/D2 SEWER DESIGN INFORMATION. 335 CONNECTION LLI 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT Z W OLLJ C / ENGINEERED WAL SEE NOTE 7 ENGINEER SEE NOTE D WALL SHOWN IN ENTIRETY FOR CLARITY. 'I--I--I I o n 3. INSIDE AND OUTSIDE WAILS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. W � SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. "a (3 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS Q Ln DRAWN BY: JEW CHECKED BY: PLC DASHED. 7 �y. N AVP 11 NO. DATE SEE NOTE? FOR REVIEW ONLY KB9wwhars below. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE, TO EXISTING S' X 5- BOX CULVERT. BOX Q 0 EL 328.87 SCALE '.. 3609 SWIFT DR. d 3605 SWIFT DR. ' CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER HAVE LED CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY CITY PRO _ PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS SHEETS AT ALL TIMES 7. FOR THOS 5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM, g FINISHED GRADE EXISTING GRADE I%29, PROPERTY OWNERS WHOSE TRASH/RECYCLING SERVICE IS -- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS - : CULVERT - SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT IS A MINI - _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N DRIVEWAY BI IDGESEE CONTROL PLAN. DETAILS 9. ALL RATE NSTRUCTURAL 7 15" RCP IN A CASI FEET BEY 335 CONNECTION 10. SEE SHE 42" RCP CONNECTION Z W OLLJ C / ENGINEERED WAL SEE NOTE 7 ENGINEER SEE NOTE D WALL VERTICAL SCALE INFORMATI I o n 2 0 7 2 4 �ENGINEERED � 1 MCH = 2 FEET DATE: JUN 2017 WALL DRAWN BY: JEW CHECKED BY: PLC REVISIONS �y. N AVP 11 NO. DATE SEE NOTE? FOR REVIEW ONLY KB9wwhars below. m nor usE mRconslxucnox Call before you dig EL 328.87 SCALE CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION 1 "=2' V Al Combustion — Aro in .—Idi nae with all Lacal, Stat., aM F. Wrol Rules and Reyulaliom 1 "-20' H MATCH RIP RAP TRANSPORTATION FIELD SERVICES 50079707 PUBLIC UTIUTIES v TO CULVERT INVERT --- 1.2 —7 �.. CONCRETE - 330 COLLAR 330 I 34' 14' 32' m z PLUNGE 328 {I I< __� "' .; POOL 32750 I- _ a m NCDOT STONE 326.0 326.00 326.00 a' ':2' BEDDING TYP 6 I If IN 325 6" 0 DIP 0 DIP SANK ¢ O WATER MAIN SEWER MAIN W/ V SEE NOTES 7 8 4' 0 32. 00 125 00 EL 324.47 325 �, — —__ PIPE ,I J ROB -23 PLUNGE 5 L DBL POO 13'X5' RC W1 CONIC- WINGWAALLS CLASS 1 RIP 49 1.33% SLOPE RAP (TYP) _ US -INV -34&a4. GEOTEXTILE FABRIC DS INV= 328.78 TYPE 2 (TYP) 320 320 m m rya o m o m 0 163 LL LL LL LL m(2 LL LL CI (7 Lu (! w ('J L7 C'1 w C7 c7 13 (� O (7 ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL GESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC ONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE JECT MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS R5 -R8. NC TTS Q N LJ J E EXTENTS OF BOX CULVERT WTTHOUT BEDROCK AT THE CULVERT PROVIDE A MINIMUM OF 18" OF NCDOT 157 STONE FOR BEDDING W 7U Z CL \ E EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT O Lit MUM OF 6" BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF /57 STONE FOR BEDDING R SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE NG PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 OND BOTH OUTSIDE EDGES OF THE CULVERT. L��-yyI--�� W Q) W j C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN ON. Z W OLLJ C / Z a O Ln VERTICAL SCALE G _ U) I o 2 0 7 2 4 1 MCH = 2 FEET DATE: JUN 2017 HORIZONTAL SCALE �p\1\1111111//A��� 20 0 10 20 40 `���,�\{ CARO qui ob b-'1951/dfYi.�y' :a SEAL f: - 1 INCH = 20 FEET 042236 =` DRAWN BY: JEW CHECKED BY: PLC REVISIONS �y. N AVP 11 NO. DATE - FOR REVIEW ONLY KB9wwhars below. m nor usE mRconslxucnox Call before you dig IbLERASTRUCTURF CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION 1 "=2' V Al Combustion — Aro in .—Idi nae with all Lacal, Stat., aM F. Wrol Rules and Reyulaliom 1 "-20' H PROJECT TRANSPORTATION FIELD SERVICES 50079707 PUBLIC UTIUTIES STORM WATER PLANNING FIRE C1 1.2 URBAN FORESTRY 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23*50 24+00 24+$0 PERMANENT PUBLIC DRAINAGE EASEMENT DROP INLET (T(P)/ / SEE DETAIL 1/05 L9E DI -2 ` N - CLASS 1 RIPRAP (TYP) - COIR MATTING SEE . Q. DETAIL 1/132 3. A AND *IFE x 5 ROSEMARIE VERHOENEN NOW OR FORMERLY I RAYMOND & FLORENCE VICKERY NOW OR FORMERLY .I / DR 13735 PG 195 Be 1959 PG 179 DELNA R. MILLS PIN: 0793659947 / O9 2094 %G 109 BAI 19 PG 190 1418 PINLVIEW DR. / 491 O AEW D 1422 PINEVIEW DR 355 FAILURE to notify both City Departments in advance of 2> -, INSTALL 30 LF SPUTI RAIL FENCE w �q 'f^ -' Illi PINEVIEW DR .F g ,O PCQ B" DIP 60' PUBLIC WATER Ma t CATCH BASIN (TYP). SEE DETAIL 3/D4 I I tNOW OR FORMERLY LIZAE3ETH BYRD DS 14469 PG 223 BM 1957 PG 47 PIN: 0793955979 1 1326 PINLVIEW DR. 1 CONNECT EX: 1B` RCP TOKTCH BASIN. ;PP ATER TIGHT GROUT SEAL CONNECTION g G13-29 p 27+00. --- � 90 Lee , e' DIP i WATER MAIN I l - NOW OR FORMERLY . Q. ARNOLDUS A. VERHOENEN 3. A AND *IFE x 5 ROSEMARIE VERHOENEN a r SDI DB 1670 PG 130 BM 1959 PG 179 -2B \ PIN 0793959892 1417 PIN6yILW DR. �mF PERMANENT PUBLIC �Qyi V1 (' DRAINAGE EASEMENT I I tNOW OR FORMERLY LIZAE3ETH BYRD DS 14469 PG 223 BM 1957 PG 47 PIN: 0793955979 1 1326 PINLVIEW DR. 1 CONNECT EX: 1B` RCP TOKTCH BASIN. ;PP ATER TIGHT GROUT SEAL CONNECTION g G13-29 p 27+00. --- � 90 Lee , e' DIP i WATER MAIN I l 25+00 25+50 26+00 26+50 27+D0 27+50 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN a ou z r ATTENTION CONTRACTORS 3 3. A 360 x 5 Ti. City of IicanwnM1 to M..— and .—A. or N• \M425 GRADE 360 at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at �mF (919)996-4540 at least Mento four hours prior to beginning any �Qyi V1 (' m it w° im�� 355 FAILURE to notify both City Departments in advance of 2> 1tlx6' RCB... w �NKZ =o a •�, (— 350 Me U car 2 ? ? EXISTING 21 1 350 Penni0ed Piens on Job site, or any other Violation of City of gg.-no ryQ mF Raleigh Standards will result in a Fine and Possible Exclusion 2. W.a 25\ >>20> to O GRADE h r$ a? U D 25 LF OF � 350 w 24- RCP 0..121 OF 18" RCP h ry > 345 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME F Q 355\ LU < ' _ ='o EXISTING GRADE 0.51% 355 345 345 PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 8 LF (n rzgzM0Z0 2Z OF 1B" RCP 8" 8 DIP WATER N � 11 @ 0.59% MAIN z 29 LF CONCRETE 12" DIP SHOWN AS DASHED. iWim? COLLAR SANITARY - 5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX OF 15" RCP SEWER MAIN 340 CULVERT ALIGNMENTS SWILL BE 4". THE ACCEPTABLE RANGE OF LL 340 0 W (j a0:51% m 0 350 J S1—S4. `— {IIu{I� 350 = N --------------- 0 DIP WATER W I, AIN 19 LF EXISTING 12" Z OF 24" RCP .. . SEWER MAIN @ 0.41% 345 w 345 N � $ vLLJ 16 A w w a- uo ou i; ti to 25+00 25+50 26+00 26+50 27+D0 27+50 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN 30+00 a ou z r ATTENTION CONTRACTORS a g 3. A EXISTING x 5 Ti. City of IicanwnM1 to M..— and .—A. or N• \M425 GRADE r� W at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at �mF (919)996-4540 at least Mento four hours prior to beginning any �Qyi V1 (' 355 it w° im�� 355 FAILURE to notify both City Departments in advance of 2> 1tlx6' RCB... w �NKZ =o a •�, (— 350 Me U car 2 ? ? EXISTING 21 1 350 Penni0ed Piens on Job site, or any other Violation of City of .. .. ,.� GRADE Raleigh Standards will result in a Fine and Possible Exclusion EXISTING O GRADE h r$ a? U D 25 LF OF 32 LF 350 24- RCP 0..121 OF 18" RCP h 345 345 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME 39 L Q 2� OF 15" RCP LU W 30+00 28+00 28+50 _ ATTENTION CONTRACTORS a g 3. A m a x 5 Ti. City of IicanwnM1 to M..— and .—A. or N• \M425 z r� W at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at "j. w.ic •alar •ytam o. a— on MM plan. Th. matwlal and co —oan metnaa etre r.r tni• P"j- .nap aonrarm to N• Mmdord. and qnc( alwn..1 a,a 0Ya NMI Uentlaa Handbo.A. (919)996-4540 at least Mento four hours prior to beginning any �Qyi V1 (' 355 �� w° im�� 355 FAILURE to notify both City Departments in advance of z0 � QNrc i 3 w _<�»> =o a •�, (— Me U car 2 ? ? EXISTING 21 1 z _ Penni0ed Piens on Job site, or any other Violation of City of .. .. ,.� GRADE Raleigh Standards will result in a Fine and Possible Exclusion EXISTING O GRADE h a? U D 3501 32 LF 350 OF 18" RCP h 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME 39 L Q 2� OF 15" RCP 7�1 0.51% 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON 345 345 PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 8 LF (n OF 1B" RCP 8" 8 DIP WATER @ 0.59% MAIN z CONCRETE 12" DIP SHOWN AS DASHED. COLLAR SANITARY 5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX Q I SEWER MAIN 340 CULVERT ALIGNMENTS SWILL BE 4". THE ACCEPTABLE RANGE OF LL 340 0 W 0 0 28+00 28+50 Public ATTENTION CONTRACTORS a g Water Distribution / Extension System L a 0 x 5 Ti. City of IicanwnM1 to M..— and .—A. or N• water, sewer andlor reuse as approved in these plans is reeponmhIs for contectino the ENGINEERING SERVICES r� W at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at "j. w.ic •alar •ytam o. a— on MM plan. Th. matwlal and co —oan metnaa etre r.r tni• P"j- .nap aonrarm to N• Mmdord. and qnc( alwn..1 a,a 0Ya NMI Uentlaa Handbo.A. (919)996-4540 at least Mento four hours prior to beginning any �Qyi V1 (' d .5 of their construction. z FAILURE to notify both City Departments in advance of Nie, usi Dew— Fwmlt t w IMAar'¢atim W remM,cl fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. •�, (— Me z _ Penni0ed Piens on Job site, or any other Violation of City of L) U Raleigh Standards will result in a Fine and Possible Exclusion z w.�l2A.n W ATTENTION CONTRACTORS a g L a 0 The Construction Contractor responsible for the extension of r` m ^' water, sewer andlor reuse as approved in these plans is reeponmhIs for contectino the ENGINEERING SERVICES = i Y owy m w at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at H i (919)996-4540 at least Mento four hours prior to beginning any w d .5 of their construction. FAILURE to notify both City Departments in advance of beginning Construction, will result In the Issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. FAILURE to call forInspection, Install a Downstro m Plug have Penni0ed Piens on Job site, or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work In Nre City of Rab/gh N 1. SEE SHEETS C15-ClS SANITARY SEWER PUN/PROFILE SHEETS FOR j SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME W' Q UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 7�1 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON W V l /� rr�� Q �l PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. Q I (n 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE z SHOWN AS DASHED. NO 5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX Q I O CULVERT ALIGNMENTS SWILL BE 4". THE ACCEPTABLE RANGE OF LL w SEPARATION IS 2" TO 6". ALSO SEE STRUCTURAL. DETAILS SHEETS Q J S1—S4. `— 6. SEE SHEER C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER = N DESIGN INFORMATION. W z� Z w � vLLJ cn z�LLw a- 0 0 w O VERTICAL SCALE O _ 2 0 1 2 4 13!� O Q_ C4 1 INCH = 2 FEET HORIZONTAL SCALE DATE., JUN 2017 DRAWN BY: JEW 20 0 10 20 40 I INCH = 20 FELT CHECKED BY: PLC REVISIONS NO. DATE FOR REVIEW ONLY Kn9wwhat%belOYY. oonor—FOROD—UcnoN Callbeforeyaeag SCALE INFRASTRUCTURE CONQy6L CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "_Z' V All Construction mast ha in—rdancs with MI Local. stat.. H Federal Il sad Regulation. GARoi PROJECT TRANSPORTATION FIELD SERNCES ``��QtN 50079707 "Z0,bYrjStSlQ?7!. PUBLIC UTIUTIES A SEAL r; STORM WATER �9 .• D42236 z� PUNNING 11414% C12.2 FIRE 9'LN�I '+9 URBAN FORESTRY OF I I I / I I i 1 I I NOW' OR FORMERLY ELWIN R. THIBAULT 26 LF OF 15" RCI AND WIFE STANLEY BOGANEY - MELISSA R. THIBAUL'i 14 LF0 DS7929 PC 258 FINISHED BM 1960M15004 ' 15"RCP @3.60 PIN 07937549 3731 SWIFT DR. I I I I CURB AND GUTTER. I SEE DETAIL 6/D11 ' CB -6 Now OR FORMERLY l BRENT DWAYNE ELLER 345 AND WIFE it ELIZABETH SHELTON ELLER 345 OB 5236 PG 51 BM 1959 PC 176 - 15 R PIN 0783751315 A m 3727 SWIFT DR. I _ I CONCRETE SIDEWALK (TVP) < SEE DETAIL 2/012 GRAVEL DRIVEWAY MATCH LINE omrc AND GRADE OF EXtSTM DRIVE 335 SEE DETAIL 3/012 6" 0 DIP WATER 35.00 26 LF OF 15" RCI FINISHED GRADE STANLEY BOGANEY - 14 LF0 ..EXISTING FINISHED SEE. 15"RCP @3.60 r GRADE 345 340 12x5 RCB 3: 340 345 m� 345 340 ��' n � J 345 np m¢i> 15 R A m 340 _ W < 340 335 omrc i yTTI Tn 335 340 6" 0 DIP WATER r DFep wu MAIN V0DIP 335 12'0 DIP zz mQ 335 *y� WATER OM R1E — SEWER MAN 35.00 45+D0 TIE 15' RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION (TYP). SEE DETAIL 2/S1 1 / 6' DIP WATERMAIN G. "I �74 NOW OR FORMERLY MARY C. LEVINGS, TRUSTEE 1P OF "X DI -7 THE MARY C. LEVINGS o ces r, I 1. REVOCABLE TRUST 8661 PC 276 7gf BY 179 P6 160 PIN 6 SWIFT I 3726 SW1Ff DR, / N S� H / I I j 45+00 RGI 45+15 I / .TIE 15' RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION SEE 6' DIP DETAL 2/S7). 26 LF OF 15" RCI EXISTING GRADE STANLEY BOGANEY - 14 LF0 CURB FINISHED SEE. 15"RCP @3.60 GRADE 345 340 GRADE 3: 340 340 m� 340 340 ��' n � J 345 np m¢i> A m �\ _ W 12'x5' RCB vii 335 i yTTI Tn 335 340 lL r DFep wu 335 45+D0 TIE 15' RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION (TYP). SEE DETAIL 2/S1 1 / 6' DIP WATERMAIN G. "I �74 NOW OR FORMERLY MARY C. LEVINGS, TRUSTEE 1P OF "X DI -7 THE MARY C. LEVINGS o ces r, I 1. REVOCABLE TRUST 8661 PC 276 7gf BY 179 P6 160 PIN 6 SWIFT I 3726 SW1Ff DR, / N S� H / I I j 45+00 RGI 45+15 I / .TIE 15' RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION SEE 6' DIP DETAL 2/S7). 40+00 J - DI -10 50-00 / NOW OR FORMERLY FERNANDO H"...MAGALLA DB 15815 'P9 264a BM 1968 PC 1d/ PIN 6783752310 3723 Sin" OR. . GRAVEL DRIVEWAY Z14ATCH UNE AND. GRADE OF EXISTING DRIVE (TYP) SEE DETAIL 3/012 6' DIP WATERMAIN ASPHALT PAVEMENT SIDEWALK 26 LF OF 15" RCI 0.51% STANLEY BOGANEY - DB 18945 PC 2664 CURB FINISHED SEE. LF 1'5CI GRADE 345 340 GRADE i w f 340 340 345 340 340 ��' 15" RCP @ 0.96% 2 . _. 345 E A m 24' RCP 0 19.63% _ W pQ vii 340 i yTTI Tn m �5 m ',mif'y' 340 r DFep wu 335 V0DIP 12'0 DIP zz mQ O *y� WATER OM R1E — SEWER MAN n 0 re MAN r r n p 333 SANITARY DFs �w �^ W wLL CMN llz0000 M2 pl-) 335 to 335 12" SANITARYE DIP SEW MAINN 333 333 1.110 w 40+00 J - DI -10 50-00 / NOW OR FORMERLY FERNANDO H"...MAGALLA DB 15815 'P9 264a BM 1968 PC 1d/ PIN 6783752310 3723 Sin" OR. . GRAVEL DRIVEWAY Z14ATCH UNE AND. GRADE OF EXISTING DRIVE (TYP) SEE DETAIL 3/012 6' DIP WATERMAIN ASPHALT PAVEMENT SIDEWALK NOW OR FORMERLY KIMBERLY CURRY—EVANS SEE STANLEY BOGANEY - DB 18945 PC 2664 CURB AIR 1960 PD 150 PIN 018375220 SEE. 3719 :SWIFT DR. GRADE NOTES: 1. SEE SHEETS C15—C18 SANITARY SEWER PIAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. , 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B• X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7, SEE SHEETS C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. 345 INFRASTRUCTURE CONSTRUCTION PLAN A FINISHED GRACE1R 345 NI ConaWAion must Nin..rdantt rh III Local, State. Ind EXISTING FWeral Rule. and Re9ulllione 345 GRADE 345 340 PUBUU nUTIO i w f 340 340 GRADE RADE 340 340 FIRE 15" RCP @ 0.96% 2 . _. 340 6 LF OF A m 24' RCP 0 19.63% zzp 6"O DIP _ 12'x5' RCB r E > >> WATER MAIN 12'x5' RCB 335 m K=== 335 DFep wu 335 w 12'0 DIP zz mQ O 335 SANITARY OM R1E — SEWER MAN 3331 333 SANITARY DFs �w �^ W wLL 50.00 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDNIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN 15 - Knew what's below. Call before you dig The ConstruGion Contractor responsible for the ertension of Water, sewer and/or reuse, as approved in these plans, is responsible for Cents Cfinp the ENGINEERING SERVICES at (919) 996-2409, and me PUBLIC UTILITIES GEPARTMENT at (919) 9864540 at least Twenty Tour hours prior to beginning any of Meir cunsbuclicm FAILURE to notify both City Departments in advance of beginning Conawction, will result in the issuance of monetary fines, and require installation of any water or sewer fa.libes not inspected as a result of this notification failure. FAILURE to tall for Inspection, Install a Downstream Plug, have PCm feed Plans on Job site, or any other Violation of City of Raleigh Standards Will result in a Fine and Possible Exclusion from future work in the City of Ra/eIii CONCRETE DRIVEWAY MATCH UNE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL 3/D12 NOW OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN—GUEDIRA DB 11547 PC 2070 BM 1995 PC 204 PIN 0]837525aa 3722 SWIFT OR. — 6" DIP WATERMAN i TIE CURB AND GUTTER INTO EXISTING CURB AND GUTTER. MATCH EXISTING LINE AND GRADE. r � Ed i &10 END OF PAAVV{{NG. MATCH EXIS'l1KG GIVE AND GRADE TIE�24' RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION (TVP). SEE DETa 60+•00 L 2/S1 INFRASTRUCTURE CONSTRUCTION PLAN A \C&10 to CITY OF RALDGH — PLANS AUTHORIZED FOR CONSTRUCTION NI ConaWAion must Nin..rdantt rh III Local, State. Ind FINISHED GRADE FWeral Rule. and Re9ulllione 345 �5 345 =�QbY�CSt S/(f�7'Ir'%i PUBUU nUTIO GRADE STORM WATER 340 GRADE RADE 340 340 FIRE 15" RCP @ 0.96% 2 . _. 340 6 LF OF A m 24' RCP 0 19.63% _ 12'x5' RCB 335 335 ' fru wu w 335 60+•00 L 2/S1 INFRASTRUCTURE CONSTRUCTION PLAN A DO NOT Vea PDR masmpcnoN CITY OF RALDGH — PLANS AUTHORIZED FOR CONSTRUCTION NI ConaWAion must Nin..rdantt rh III Local, State. Ind FINISHED GRADE FWeral Rule. and Re9ulllione EXISTING TRANsPON FIELD SERVICES =�QbY�CSt S/(f�7'Ir'%i PUBUU nUTIO GRADE STORM WATER 340 1 340 FIRE 15" RCP @ 0.96% 2 . _. URBAN FORESTRY w = 6'0 DIP A m � WATER MAN. _ ' 12x5' RCB 335 zz mQ O 335 OM R1E — IT O DIP SANITARY DFs SEWER MAIN 332 332 to Public Water Distribution / Extension System Th. City of Rsi -cats to IN conneoaan Ind eatena.n of the conauuat lion m.uoa uwd - th. Protectthi—PlIn mmrm .thlw.nd .tondorda 1n4 epeci6catione If the CitYI P.M. UNI6® Handbook. CRY If -'i, Pu6kc 11tti Dmo—. P.— / ANhorbalion G cane6v+i OCG Public Sewer Collection / Extension System the City of Rolei9h conamte to the o ..tlIn and 11—of the Clty'e PWI'c ae.e aWtem all strewn an Mia Plan. The matwle ane ConaWct.n maModa usd far MG _j_1 i,Wl conform le Me standards and epeclflcat.na If the Clllfa PIM1, U\Nltlea H- Cry a RIYyk P— .— Di Permit f Aagoemlon to Ceslwol 55+00 VERTICAL SCALE 2 0 1 2 4 1 INCH = 2 FEET HORIZONTAL SCALE 20 0 10 20 40 1 INCH = 20 FEET FOR REVIEW ONLY INFRASTRUCTURE CONSTRUCTION PLAN A DO NOT Vea PDR masmpcnoN CITY OF RALDGH — PLANS AUTHORIZED FOR CONSTRUCTION NI ConaWAion must Nin..rdantt rh III Local, State. Ind FWeral Rule. and Re9ulllione ll TRANsPON FIELD SERVICES =�QbY�CSt S/(f�7'Ir'%i PUBUU nUTIO � SEAL r; C STORM WATER ?a • 042238 Ze �> PUNNING FIRE \R URBAN FORESTRY V � T+� w a V z O p, W z U Ej z w 4�GN bN7 oa Q � U 1 0 �1 0� e om 3 Q N W Oc W Cn Q = vr) z� O af W Q J_ LL, = U N o W z0 z m a_ C Un z W cn zwa O W N 0 0 0 U� Of o a- N DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS NO. DATE SCALE 1"=2' V 1 "--20' H PROJECT 50079707 C 13.2 OF \ I NOW OR FORMERLY 335 AND WIFE' EDWARD JAMES DUNPHY \ 60NNECT EXISTING4'x4' AND WIFE AND WIFE B TIO '2 G� W/ JUDITH KAY DUNPHY R LACE 22 LF - DS 8252 PD 455 OF EXISTING \ W TIGHT CROUT S CONNECTION. BM loss PC 204 I B'x5' RCB DP INLET. SEE DETAIL 2/S1. PIN 0753754435 3708 SWIFT DR. – – – I– – CONCRETE DRIVEWAY I 20' DRAINAGE EASEMEN�-BM 1965 P o �y K? 4Y� P PN 07837797361 – •n 3612 SWIFT DR. 335 WN L 3/D4 SWIFT DR--�ce-12 r SS 'C PROP. 12 x 5' RCB 6' DIP — NOW OR FORMIY I GEORGE V. PECCI 335 AND WIFE' NOW OR FORMERLY JANET T. PECCI KENNETH 0. MEDLIN DB 2082 PC 136 AND WIFE BM 1985 PG 304 PN 07837554" JONA P. MEDLIN 3704 SWIFTOR: I 1 DP INLET. I SERI DETAIL 1/D5 – – – I– – CONCRETE DRIVEWAY I 20' DRAINAGE EASEMEN�-BM 1965 P o �y K? 4Y� P PN 07837797361 – �,A -- PROTECT EXISRNG :URB AND OUGAS SEIMCC SEE DETAIL 8SS COORDINATE WITH 6' DIP — SS PSNCv WATERMAIN 70-00 75+00 I a I 335 NOW OR FORYFRLY NOW OR FORMERLY KIMBERLY CURRY-EVl1SI KENNETH 0. MEDLIN STANLEY BOGANEY - AND WIFE Da 15� PC 28"i JONA P. MEDLIN BM 1980 PC 160 111 DB 3788 PG 273 PN 0783752298 3719 SWIFT dR. BM 1960 PO 160 PIN 0783753292 I 3715 SWIFT DR. 70-00 75+00 I a I 335 340 I DI "/ 340 _--- NOW OR FORMERLY TIE 15' RCP TO RCB W/ TO 'd NOW 08 FORMERLY RICHARD S. WARR EXISTING n j ^ AND WIFE RAMONA S. GRAHAM I - GRADE n O ma iD OB PG 240 -. CONCRETE DRIVEWAY I 23 PG TTM 1DR 965 PG 204Z �y K? 4Y� P PN 07837797361 12'x5' RCB •n 3612 SWIFT DR. 335 I PUBLIC I _DRAINAGE 335 — EASEMENT LF OF AND 6"ODIP DI -13 NASEMENT-6M 1965 P -, 5" RCP 42' RCP INTO RCB. - - GROUT SEALED --"—r WATER MAIN OB 13953 PG 1824 0.60% DB 6779 PC 344 BM 1960 PG 150 330 _ ®i 2/SI 1 330 m� LL wLL WATER MAIN i; 325 csu 70-00 75+00 I a I 335 � I 4 DI -1/6) — TRANSPORTATION HELD SERVICES _--- NOW OR FORMERLY TIE 15' RCP TO RCB W/ TO 'd NOW 08 FORMERLY RICHARD S. WARR GERALD K. GRAHAM AND WIFE I AND WIFE RAMONA S. GRAHAM I - I KAREN ROYCE W ARR OB PG 240 -. CONCRETE DRIVEWAY I 23 PG TTM 1DR 965 PG 204Z BM 198b PC 204 is" 4Y� P PN 07837797361 RN 0783755357 3700 SWIFT DR. •n 3612 SWIFT DR. -PERMANENT I PUBLIC I _DRAINAGE _ — — — EASEMENT F AND 6"ODIP DI -13 NASEMENT-6M 1965 P -, jr L 42' RCP INTO RCB. - - GROUT SEALED --"—r WATER MAIN OB 13953 PG 1824 WAT�T11GHT CONNECiiDN: SEE DETAIL DB 6779 PC 344 BM 1960 PG 150 4 _ ®i 2/SI PIN 0783754159 �LL EXISTING WATER MAIN 3711 SWWT DR. 325 csu 70-00 75+00 EXISTING GRADE 335 6' CPP \ 4 DI -1/6) — TRANSPORTATION HELD SERVICES _--- responsible for oontecting the ENGINEERING SERVICES at TIE 15' RCP TO RCB W/ TO -- r 13'x5' RCS WATERTIGHT SEALED I� — — - — — 335 CONNECTION (TYP). SEE m� .i CONCRETE DRIVEWAY I DETAIL 2/S1 I 4Y� P MATCH LINE AND GRADE NOW OR FORMERLY v NOW OR FORMERLY OF EXISTING DRIVE (TYP),I MICHAEL S. CLARKE I 'I DEVIN B. KAHLER SEE DETAIL 3/D12 AND F AND 6"ODIP .COURTNEY D. CIARKE jr L SUSAN E. KAHLER WATER MAIN OB 13953 PG 1824 13'x5' RCB DB 6779 PC 344 BM 1960 PG 150 I PIN 0783]551]3 37'07 SWIFT DR. 325 PIN 0783754159 �LL EXISTING WATER MAIN 3711 SWWT DR. 325 csu �LL 70-00 75+00 EXISTING GRADE 335 6' CPP \ INISHED TRANSPORTATION HELD SERVICES 340 responsible for oontecting the ENGINEERING SERVICES at RADE 340 r 13'x5' RCS Lx 340 335 1S- RCP m� 335 z BOX (IMP.) ;:`"�jgZ1NG 4Y� P CPP 9,(Y-\\ 6 LFO v A6 Co a' f acF ' 15" RCP � I_1199A 330 Q7 Permitted Plans on Job sae or any otter Violation of City of 330 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) 6"ODIP jr L OF WATER MAIN Z L -LL 13'x5' RCB 325 335 SHOWN FOR CLARITY. 325 335 �LL EXISTING WATER MAIN 325 csu �LL 70-00 75+00 60-00 �•� SS 335 6' CPP \ INV APPROX. 332.35 TRANSPORTATION HELD SERVICES 340 responsible for oontecting the ENGINEERING SERVICES at 15"RCP 340 r EXISTING Lx 340 330 1S- RCP m� :JUNCTION z BOX (IMP.) I \ CPP U• CPP 9,(Y-\\ 60-00 13'x5' RCB EXISTING 335 FINISHED GRAD GRADE TRANSPORTATION HELD SERVICES 340 responsible for oontecting the ENGINEERING SERVICES at 15" RCP 01 77 340 340 340 EXISTING Lx 340 330 1S- RCP m� 330 z FAILURE to notify both City Departments in advance at beginning Conshu tion, will result In the issuance, of monetary s a�� U• 335 6 LFO v 335 ' 15" RCP � I_1199A r EXISTING Q7 Permitted Plans on Job sae or any otter Violation of City of GRADE 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) RaWVh Standards will result In a Fine and Possible Exclusion jr L OF ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT Z L -LL 13'x5' RCB PC0.54 335 SHOWN FOR CLARITY. RM 6"0 IP 335 EXISTING WATER MAIN 325 csu 15" RCP 1325 330 SEWER MAIN 330 Ill ni A� AA LL w�wu w 1" J 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO •– EXISTING 8' X 5' BOX CULVERT. O 330 T 330 329 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN 1 w 329 q. � .. i; I>) 60-00 65-00 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21–C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1–EC6 FOR GRADING AND EROSION CONTROL PLAN 335 13'x5' RCB EXISTING 335 FINISHED GRAD GRADE TRANSPORTATION HELD SERVICES 340 responsible for oontecting the ENGINEERING SERVICES at 15" RCP 01 77 340 (919) 996m2409, and the PUBLIC UTILITIES DEPARTMENT at EXISTING Lx (919) 996-4540 at least hvenN four hours poor to beginning any 330 1S- RCP Z" Vim„ �� 330 z FAILURE to notify both City Departments in advance at beginning Conshu tion, will result In the issuance, of monetary go U• 335 6 LFO v 335 ' 15" RCP � I_1199A T d � Urn fY Q7 Permitted Plans on Job sae or any otter Violation of City of ��m'1•IS 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) RaWVh Standards will result In a Fine and Possible Exclusion 28 LF OF ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT Z L -LL 15'R O PC0.54 SHOWN FOR CLARITY. RM 6"0 IP I;v WATER MAIN 325 csu Y 1325 330 SEWER MAIN 330 Ill ni A� AA LL w�wu w 65-00 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21–C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1–EC6 FOR GRADING AND EROSION CONTROL PLAN 335 13'x5' RCB FINISHED GRADE EXISTING GRADE 335 W a-1* TRANSPORTATION HELD SERVICES C7 responsible for oontecting the ENGINEERING SERVICES at 15" RCP 01 77 z (919) 996m2409, and the PUBLIC UTILITIES DEPARTMENT at O Lx (919) 996-4540 at least hvenN four hours poor to beginning any 330 W Z" Vim„ �� 330 z FAILURE to notify both City Departments in advance at beginning Conshu tion, will result In the issuance, of monetary go U• fines, and require reinstallation of any water or sewer facilites 6 LFO nal inspected as a result of this notification failure ' 15" RCP � I_1199A T d � Urn fY Q7 Permitted Plans on Job sae or any otter Violation of City of ��IIZD 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) RaWVh Standards will result In a Fine and Possible Exclusion min or» Zz ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT Z L -LL U in or C SHOWN FOR CLARITY. pt] 6" 0 DIP I;v WATER MAI 325 17 0 DIP SANIT Y 1325 /I'1QV I SEWER MAIN SHOWN AS DASHED. LL I w v od Q � U Public Sewer Collection / Extension System ti TTI. City o1 Rvl•I h aan•r I. la M. cmn.clbn and engin on of M• yl/� NOS City'. putilc ..aa .Mian m Haan an tM. Plan. TTI. nat— and CanNrucllon m.thad, orad for tnN Pj-1 .nail Conran to a. aandad. mtl as.111 iuo. of Me Gtv. Pudic Ut'tliliea Hard6eek. A ATTENTION CONTRACTORS V W IN C.n•lract'Mn -er beFedaatlLaad, State, ane W The Const—tion Contractor responsible for the extension of Water, sewer and/or reuse as approved in Mese plans, is TRANSPORTATION HELD SERVICES C7 responsible for oontecting the ENGINEERING SERVICES at 1. SEE SHEETS C15–C18 SANITARY SEWER PLAN/PROFILE z (919) 996m2409, and the PUBLIC UTILITIES DEPARTMENT at O Lx (919) 996-4540 at least hvenN four hours poor to beginning any URBAN FORESTRY W of their construction � z FAILURE to notify both City Departments in advance at beginning Conshu tion, will result In the issuance, of monetary U U• fines, and require reinstallation of any water or sewer facilites SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. z nal inspected as a result of this notification failure W FAILURE to Call for Inspection Install a DoWnstra9m Plug, have Q7 v od Q � U Public Sewer Collection / Extension System ti TTI. City o1 Rvl•I h aan•r I. la M. cmn.clbn and engin on of M• yl/� NOS City'. putilc ..aa .Mian m Haan an tM. Plan. TTI. nat— and CanNrucllon m.thad, orad for tnN Pj-1 .nail Conran to a. aandad. mtl as.111 iuo. of Me Gtv. Pudic Ut'tliliea Hard6eek. A ATTENTION CONTRACTORS V It u a IN C.n•lract'Mn -er beFedaatlLaad, State, ane NOTES The Const—tion Contractor responsible for the extension of Water, sewer and/or reuse as approved in Mese plans, is TRANSPORTATION HELD SERVICES ~ La m w IZ responsible for oontecting the ENGINEERING SERVICES at 1. SEE SHEETS C15–C18 SANITARY SEWER PLAN/PROFILE IZ w (919) 996m2409, and the PUBLIC UTILITIES DEPARTMENT at PLANNING FIRE (919) 996-4540 at least hvenN four hours poor to beginning any URBAN FORESTRY of their construction 2. EXISTING URUTIES SHOWN IN APPROXIMATE MANNER ONLY. FAILURE to notify both City Departments in advance at beginning Conshu tion, will result In the issuance, of monetary fines, and require reinstallation of any water or sewer facilites SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. `J nal inspected as a result of this notification failure FAILURE to Call for Inspection Install a DoWnstra9m Plug, have Q7 Permitted Plans on Job sae or any otter Violation of City of �V•'JYS�'• 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) RaWVh Standards will result In a Fine and Possible Exclusion from future Walx In the City of Raleigh V IN C.n•lract'Mn -er beFedaatlLaad, State, ane NOTES ``��OSH CAqONi� TRANSPORTATION HELD SERVICES =ob��SS/d yF'a ' Pusuc Unu71ES 1. SEE SHEETS C15–C18 SANITARY SEWER PLAN/PROFILE w Q PLANNING FIRE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. URBAN FORESTRY 2. EXISTING URUTIES SHOWN IN APPROXIMATE MANNER ONLY. (r1 Q SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. `J Q7 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) n ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT Z L -LL n SHOWN FOR CLARITY. I;v O 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE /I'1QV I O SHOWN AS DASHED. LL I LLJ J 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO •– EXISTING 8' X 5' BOX CULVERT. O T 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN 1 w RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH I>) OUTSIDE EDGES OF THE CULVERT. Z O 7. SEE SHEETS C19–C21 WATER PLAN/PROFILE SHEETS FOR < Q J z WATER DESIGN INFORMATION. W U/ z 41 zwQL O :�i " w O 0 VERTICAL SCALE af, O C4 2 o t 2 a Lr) 1 INCH = 2 FEET DATE: JUN 2017 HORIZONTAL SCALE DRAWN BY: JEW 20 0 10 20 40 CHECKED BY: PLC 1 INCH = 20 FEET REVISIONS N0. I DATE KimmorMIM6bakm cal- BFsymd4 85-00 COY OF RNDGH - PIANS AUTHORIZED FOR CONSTRUCTION IN C.n•lract'Mn -er beFedaatlLaad, State, ane rul Rules ons Rapid ``��OSH CAqONi� TRANSPORTATION HELD SERVICES =ob��SS/d yF'a ' Pusuc Unu71ES a '4 SEAL r' • STORM WATER �_ =a : 042236 r> •4ycN k�` PLANNING FIRE URBAN FORESTRY SCALE 1"=2' V 1 "=20' H PROJECT 50079707 C14.2 OF /0111"' / JUUEN AYROIES In i,m sARw KN aR MAIL SET ® N=9 .75 sa: E K.Tz / �\ LEwnorl-D�sD• ELIZABETH BYRO\ RAYMOND & RORENCE MCKERY s Prig npiiiaP \ 0= MELISSA P BARMOLOMEW ROBERT J. SOTAK \ AND WIFE IEEo S00f1nSONG -.-AMD.;- cur:n EUZASETH SHELTDN ELLER KIMBERLY CURRY •EVANS s ssrt, vP v ana n s, STTI BIXWIEY FERNANDO H. MAC FS CHRISTOPHER SHELOW / GABRIELLA SHELOW KIMMBBEERLY ALLEN CHBKTOPHER ALLEN \K^� �y DANIEL CJIBMIIL TRUSTEE mT AN MD WPENN O WIFE AND ANNE LOPEZ CARNARUSTEE L, T /f4 TE W. PENN \ Iws sw, ce MOHAMMED GUEDIRA AND WIFE --RR CINA BROWN—GUEDIRA EDWARD JAPES DUNPNY GERKO K. GRAHAY AND WIFE RICHARD 5. AND WIFE AND WIFE JUOITH2Y DUNPMY GEORGE V. PECCI ANO WIFE JANET T. PECCI RAMONA S. CRAINM KAREN ROYCE WARR \ rn vnM�aPab rrxi ur�eesiAi srav snn. ce ofy�R WT t � rw.,,s�Wr ns a c+a a srn. swn -.-AMD.;- cur:n EUZASETH SHELTDN ELLER KIMBERLY CURRY •EVANS s ssrt, vP v ana n s, STTI BIXWIEY FERNANDO H. MAC FS CHRISTOPHER SHELOW / GABRIELLA SHELOW KIMMBBEERLY ALLEN CHBKTOPHER ALLEN \K^� INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL FOR REVIEW ONLY CITY OF RALEIGH - PVNS AUTHORIZED FOR CONSTRUCTION DD NO um POR CONSTFIILl10N M Cmalraa mus! M iA s[co—m WAN aN Lwal. Slate. aM FMANI R,Iw aad Repulalima `p41N CAgoi% TRANSPORTATION FIELD SERVICES t Pu6uc ununes 60 0 30 60 120 a •aQ SEAL f• 2 STORM WATER 042236 • �- �> • PUNNING A•iP 2 1 INCH = 60 FEET ���!N��pV P� FIRE URBAN FORESTRY w U W U• o z w z U 0 z w Q od � U O 1 • s g� 3oX `aui Sw PC n €� 3 A III W� W (n UQ � Ln za_l. 0 o ~ N C) L'jU U -D U o z� O J (� a- O W LLJ Z W Q O W N 0 0 O N DATE; - JUN 2017 DRAwN Br: JEW CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "=60' PROJECT 50079707 �y DANIEL CJIBMIIL TRUSTEE 1 AN MD WPENN O WIFE AND ANNE LOPEZ CARNARUSTEE L, T /f4 TE W. PENN Iws sw, ce INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL FOR REVIEW ONLY CITY OF RALEIGH - PVNS AUTHORIZED FOR CONSTRUCTION DD NO um POR CONSTFIILl10N M Cmalraa mus! M iA s[co—m WAN aN Lwal. Slate. aM FMANI R,Iw aad Repulalima `p41N CAgoi% TRANSPORTATION FIELD SERVICES t Pu6uc ununes 60 0 30 60 120 a •aQ SEAL f• 2 STORM WATER 042236 • �- �> • PUNNING A•iP 2 1 INCH = 60 FEET ���!N��pV P� FIRE URBAN FORESTRY w U W U• o z w z U 0 z w Q od � U O 1 • s g� 3oX `aui Sw PC n €� 3 A III W� W (n UQ � Ln za_l. 0 o ~ N C) L'jU U -D U o z� O J (� a- O W LLJ Z W Q O W N 0 0 O N DATE; - JUN 2017 DRAwN Br: JEW CHECKED BY: PLC REVISIONS N0. I DATE SCALE 1 "=60' PROJECT 50079707 tvo� to W U OOl Cb;, FS z c a 0 �NOW OR FORMEALY W MARY C. LEVINGS, TRUSTEE OF z IP THE MARY C. DO REVOCABLE TRUST NOW OR FORMERLY U z NOW OR FORMERLY BB 6661 PG 276 PATRICIA N. HYMAN ew loco Pc t12 - z NOW OR FORMERLY DB 269] PO 354 BYRON BAIRD PIN 0763751]62 ` W IP ARNOLDUS A. VERHOENEN BM 1959 PD 176 WARREN BAIRD 3726 SWIFT DR PIN 0763659769 DB 15226 PG 1059 c i 4i� AND WIFE 3734 SWIFT DR. BM 1964 PD 227 ROSEMARIE VERHOENEN PIN 0763750766 _. % 12559 PPG 176 3730 swlR DR. O X7636ON D Q �d . ,lt] vlN6vlEw DR � U ' o _ - SILT FENCE. BOC: 363.61 NOW OR FORMERLY I RAYMOND & FLORENCE VICKERYDO 37M PC 165 8M 1 >9 a PD 176 CATCH BASIN INLET g $ R g PIN: 07SX56647 PROTECTION (TYP). SEE 100 YEAR i d o _ PIN -EW DR. \ FLOODPWN, TMP. a•e n \\\ EROSION CONTROL P ETAILS.�gwmw 347.0 DROP INLET PROTECTION - �j C 00, PC $ w T (TYP)• ! T \` ZONE 2 BUFFER I w 1 IP TOP WALL: 352.07 It9.36 ZONE 1 BUFFER ) IP TOP OF, 351.00 00 TOP OF SEGMENTAL WAL11L:3/50.j� DDS S \ 350.29_.- __ 00 J_ baN' BOC: 363.50 _ _T-_- - - N SS TOP OF WALL: 352.79 IP 2:1 SIDE SLOPES W SS SF F TOP OF WALL: 350.00 �� )-SS-- SF W V I _.. _7 � Q I / . TOP OF ALL: 352 a i PA Z Q % O J Elf sF TOP OF 4 _ WALL 352.79 \ - - { _ SF LOD LOD ~ NOW OR FORMERLY z w TOP OF WALL 350,01 O LOD LOD U �I T � O � 1 .79 - - - - - - L'I" I DELNA R. MILLS TOP OF WALL: (n = C _ _ _ - - - TOP OF WALL. 346.77 u z Q_ '- De -9w4 -2,"0, F BM loop PG 18a' ---- - T J PIN 076365;76Y 24` RCP r t TREE PROTECTION. TOP OF WALL: 346.77 z O � O '1422 InNl ItW DR O 0.5E IP^ `� a (TVP). TOP OF WALE: 346.77 N Q > (n O � TOP OF WALL: 345.00 w ,til, TOP of WALL: 352-07 � -- W U -- 2:1 SIDE SLOPES TOP OF WALL: 346.00 Z rj m SEDIMENT AND EROSION CONTROL LEGEND: I TOP OF WAW 348.00 SLOPTOP OF SEGMENTAL WALL: 346.00 lal W 3 00 YEAR FLOGDPLNN -COD- ILAWTS OF D511WtBANCE ZONE 1 BUFFER RIPRAP SIZE SEE SHEET CAND R OR GREATER ES 4.1 w G ~ W (n sr- SILT FENCE DEPTH Q w H Z 0 le CLASS B. 18" THICK La:10' f N N LJ CL I Z z z ti ZONE 1 O -�- TREE PROTECTION I BUFFS RESIDENTIAL CONSTRUCTION TOTAL BUFFER O � 0 U -b` CONSTRUCTION FENCE ZONE 2 BUFFER NOW DR FORMERLY ZONE BUFFER ENTRANCE (NP). IMPACTS = 30,184 SF ELWIN R. THIBAULT I W N DO ZONE 2 RUFFLE 15' RCP -`q1.0% NOW OR FORMERLY AND WIFE (::)O CD ZONE 2 SILT FENCE cRAkEL ounEr _. JASON DOSSARY & LISA GOULDIE MELISSA R. THIBAULT 5 L BUFFER OB 135 PG 1999 DB low PG 256 eM loco Pc Leo IMPACTS = 5,799 SF aw t975 Pc Leo / n PIN 0763659514 PW 1 Silo -0446 v / N O RIP RAP \ \ ./ 150t PINEVIEW OR. 3731 SWIFT OR LL N /57 STONE L0 Q FLARED END SECTION ATTENTION CONTRACTORS DATE: JUN 2017 ROLLED EROSION CONTROL PRODUCT (JUTE MATTING) NOTES' ` The Const -tion Contractor responsible for the extension of \V Water, sewer and/or reuse, as approved in these plans, is DRAWN BY: DRJ 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. responsible for canractirg the ENGINEERING SERVICES at ROCK PIPE INLET PROTECTION 2 (9191996-2409, and the PUBLIC UTILITIES DEPARTMENT CHECKED BY: PLC IP (TEMPORARY). LOCATION OF CONSTRUCTION ENTRANCES ARE APPROX at (st 9)996.4540 at least tWa Iy fourhours Conor to beginning AND ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL any of theirconstmcoor, PA REVISIONS A VERIFY LOCATION IN THE FIELD PUMP ARWNO FAILURE to notify both City Departments in advance of 3. TOTAL DISTURBED AREA = 4.10 ACRES. beginning Cons -on, Will result in the issuance of monetary NO. DATE fines, and require rainstallabon of any water or sewer facilities QP OI - PROT _1 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. not Inspected as a result of this notification failure 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE FAILURE to wll for Inspection, Instal/ a Downstn7em Plug, PROTELnON SHEET T2. P (TEMPINLETORARY) have Parmdt d Plans on Job sde, or any other Violation of City 6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. - at Ralagh Standards Will result in a Fine and Possible RESIDENTIAL CONSTRUCTION Exdusion from fuwm work in the City, of Raleigh. SCALE ^ ^ E ENTRANCE (TEMPORARl7 7. ADDITIONAL MEASURES TO CONTROL EROSION AND Knot. whafk belowINFRASTRUCTURE CONSTRUCTION PLAN APPROVAL J1..77 ® TIMPORARY WATTLE SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. Call beare yoM� Cm OF OF PALE" - PLANS AUTHORIZED FOR CONSTRUCTION ® TEMPORARY DRIVEWAY ACCESS B. NO LAND DISTURBING LIMITS ES SHALL TAKE PLACE NOTFORCONSIRUC710N NI can.tn,aton mwl ad m aaoo.d-d "oArti Loaal, stat.. pact 1 "=20' OUTSIDE OF PROJECT LIMITS ,tlWal avks ,"e a 9. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE TRANSPORTATION FIELD SERVICES PROJECT 10. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES CA PUBLIC UTILITIES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. p ,1ESTr44 �• NOT ALL MATTING SHOWN. ? `,S E A L ' STORM WATER 20 0 10 20 40 11. ALL GRADED AREAS SHALL BE PROVIDED SEED AND 027121 PLANNING SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT .o R FIRE EC 4.3 MOD. PROCTOR PER ASTM D1557 �. 44CIOLL� l4' 1 INCH - 20 FEET 14 \S URBAN FORESTRY FA A. K nc NOW OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN-GUEDIRA DB 1157 PC 2070 BM 1965 PG 204 PIN 0763752508 3722 5— DR, I Loo NOW OR FORMERLY BRENT DWAYNE ELLER AND WIFE ELIZABETH SHELTON ELLER OR 5236 PC 51 BM 1959 PG 17fi PIN 0783751315 _ 3727 _1 DR. . F F� LOD DROP INLET PROTECTION (TYP) NON OR FORMERLY ER FNANDO H. MAGALLANES D0 15815 PC 2648 BM 1960 pG 100 PIN 0783752310 3723 SWIFT DR. U d rA w NOW OR FORMERLY MM SEDIMENT AND EROSION EDWARD JAMES DUNPHY a NOW OR FORMERLY AND WIFE Cr GEORGE V. PECCI JUDITH KAY DUNPHY AND WIFE DB 02sz PC 455 JANET T. PECCI BM 1905 PC 204 — LOD DB 2002 PC 136 PIN 0793754435 BM 1885 PG 204 3708 SWIFT DR, —LOD >r PIN 070375571 P ,._ 3704 SWIF' DR. w N } ''y ,t (TEMPORARY) 100 YEAR I zw- _� w FLOODPLAIN, TYP. NOW OR FORMERLY JW+ = O TREE PROTECTION. SEE SHEET D1 FOR DETAILS (TYP). I L) NOW OR FORMERLY GERALD K. GRAHAM AND WIFE RAMONA S. GRAHAM 08 2066 PC 240 BY 1965 PG 204 PIN 07837511 3700 SWIFT DR. ATTENTION CONTRACTORS The Const—ton Contractor responsible for the extension of Water, sewer and/or reuse as approved In these plans, is responsible for t tactmc the ENGINEERING SERVICES at (919) 9962409, and the PUBLIC UTILITIES DEPARTMENT at L 1919964540 at least twenty four hours prior to beginning any of their construction FAILURE to nobly both City Departments In advance of beginning Construction Will result in the issuance of monetary final, and requ re remstsllaam of any water or sewer facilities not inspected as a result of this notXlFa6m fa lure FAILURE to call for Inspection, Install a DoWnsheam Plug, hove Parretti Plans on Job site, or any other Vroletion of City of Raleigh Standards will result in a Fine and Possible Exdusim from hRure work In Me City of Raleigh. I 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. 2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE LOCATION IN THE FIELD 3. TOTAL DISTURBED AREA = 4.10 ACRES. 4. FOR EROSION CONTROL DETAILS, SEE SHEETS DI -D3. 5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE SHEET T2. 6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES OF NCDENR- LAND QUALITY OR THE CITY OF RALEIGH. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE SEE SHEET EC1 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS 10. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. NOT ALL MATTING SHOWN, FOR CLARITY. 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT u I MOD. PROCTOR PER ASTM D1557 20 0 10 20 40 OW 1 INCH = 20 FEET Now OR FOR MERLr MM SEDIMENT AND EROSION CONTROL LEGEND: L�— IF Cr IP i SCF LOO STANLEY BOGANEY — LOD OB 15945 PC 2864 BM 1960 PG 160 —LOD >r I ; M P ,._ w N PIN 0753752295 ,t (TEMPORARY) I zw- _� TREE PROTECTION NOW OR FORMERLY JW+ = O DEVIN B. KAHLER I L) CONS7RUChi FENCE NOW OR FORMERLY AND W a KENNETH 0. MEDLIN SUSAN E. KAHLER � v1 V" AND WIFE DB 6779 PG 344 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL JONA P. MEDLIN BM 1960 PC 166 DB 3766 PC 273 - PIN 1 SWIF74 DR 3711 SWIFT OR. BM 1960 PC 160 Op Ol/TLET PR07ECTIDN PIN 070.7753292 3715 SWIFT DR. 20 0 10 20 40 OW 1 INCH = 20 FEET Now OR FOR MERLr SEDIMENT AND EROSION CONTROL LEGEND: KIMBERLY CURRY-EVANS STANLEY BOGANEY 100 YEAR FLOODPLAIN OB 15945 PC 2864 BM 1960 PG 160 —LOD >r LIMITS OF DISTURBANCE/1,, SIT FENCE P ROCK PIPE INLET PROTECTION, PIN 0753752295 (TEMPORARY) SWIFT DR. _� TREE PROTECTION CONS7RUChi FENCE pq PUMP AROUND ZONE 1 BUFFER KnowasWhaPsbe(OYIL INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL — — ZONE 2 BUFFER call before you CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION SRT FENCE GRAVEL OUTLET Op Ol/TLET PR07ECTIDN 'w C_'_ "AW� *ReyWal'ron ` Stub. "' b"Fed NOT FOR CONSTRUC110N rel Ru Ip ® PROTECTION ® RIP RAP (i"TEM TEMPORAR7: res TRANSPORTATION FIELD SERVICES RESIDENTIAL CONSTRUCTION ENTRANCE Q�d C A R p T is,, PUBLIC UTILITIES /57 STONE Z� ,4[[S , STORM WATER ® TEMPORARY WATTLE S E A L Q FLARED ENO SECTION ® TEMPORARY DrmltW4r AccEss 023121 PLANNING ROLLED EROSION CONTROL '1`. F4i16[lI ��% FSA FIRE URBAN FORESTRY PRODUCT (JUTE MATTING) A. K�S� rn w U W z w z o a w z U z z w Q d � U 0 $�Rqp I U�o$4 •a in PCo� 3 N W IY /n � �_t_-� V I /n Q I Ln Z z��� Q No CL In N U LLJ U = Z z O o a - o m 3 W (/) z w Ln z ? o Li > C) 0 n O ) N DATE: JUN 2017 DRAWN BY: DRJ CHECKED BY: PLC REVISIONS N0. DATE SCALE 1"=20' PROJECT 50079797 EC5.3 M TaT U ATTENTION CONTRACTORS The N O NOW OR FORMERLY waterC, sewer and/or efweoaa epprovlble for the ed in Mese planssi �n of U DANIEL M. POSEY responsible for contacting Me ENGINEERING SERVICES al Ea. Z W N p AND WIFE (919)=2409, and the PUBLIC UTILITIES DEPARTMENT C a' w a G73 Z w of GAIL B. POSEY aof 99&4540 at least twenty /our hours prior to beginning W J W � aB 4442 PC 151 any ny d Meir construction. U NOW OR FORMERLY 3506 SWIFT DR FAILURE to notify both City Departments In advance of � 2 En SM 963 PG ;30 z Qw F RICHARD S. WARR beginning Construction, will result in the issuance of monetary W 2 N fines, and require reinstallation d any Water or sewer facilities AND WIFE not Inspected as a result d this notincatim failure. KAREN ROYCE WARR � y BM 9425 PG 423 PG Oa FAILURE to call for Inspection, Install a Downstream Plug, PIN 7/9337573 , have PenTejo Stan darns it Jos site, or any abler ssible d City Q d of Raleigh Standards will result in a Fine and Possible 0' v ro .1St SWIFT DR. Eaciumbin from future work in the City of Raleigh. [g 1 S NOW OR FORMERLY NOTES. 17 NOS CHRISTOPHER SHELOW GABRIELLA G11638 1, FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. m 08 meso PG ELOW BM 1951 PG 115 0 PIN 0753759105 2. LOCATION.OF CONSTRUCTION ENTRANCES ARE ONLY FOR " 514 MERWIN DR. BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE _ LOCATION IN THE FIELD T 35 3. TOTAL DISTURBED AREA - 4.10 ACRES. TOP OF BRIDGE WALL: 333.50 m 100 YEAR FLOODPLAIN, TYP, 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. o Z& N a g �, TOP OF BRIDGE WALL: 333.33 a m w 5. FOR UTILITY DESIGN CONSTRUCTION SEQUENCE, SEE 1j� 7 OF SEGMENTAL WALL 333.33 / \ T I TREE PROTECTION. SEE {' SHEET T2. w DOT /--e.-J DETAIL 5/D1 6. FOR TRAFFIC CONTROL, SEE SHEETS 7Ci-TC5. z BOG: 336.85 335.1 DDT NOW FORMERLY KIMBERR LY ALLEN 7, ADDITIONAL MEASURES TO CONTROL EROSION AND CHRISTOPHER ALLEN SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES Q 013 13940 PG 1200 QO BM 1941 PG t m OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. PIN 0783550043 3516 Sw DR. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE IP _ CURB INLET PROTECTION. y� SEE SHEET EC1 SS 0 LV 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE Iyg ` OUTSIDE OF PROJECT LIMITS IP 10. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE BOC: 3 60 �7 007 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES ` V j _ \ S.S. \\ NOT R GRE TER, UNLESS NOTED TO USE COIR MATTING. �W/� IP ll.: \ Qb7 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND W [/ 1 \ OP OF BRI TOP OF A TP / / I MOD. PROCTORSHALL BE PERASTM D1D AT A 5MUM OF 85 PERCENT 5 r ^ < WALL: 33 WAL� 333.00 - / 007 `QJ :E U). (n z LOD I I i \ ��•`` Z LL ^ Q sw� , Q /�^ _ Cv Q CD SS O TOP OF WALL: 336.00 i z TOP OF WALL: 336.00 ^_� I' i - Bt IP ... ( 1 C14 tJ TOP WALL: 336.00 ` F 11 f % ! ,. .. W U TOP OF WALL: 334.00 TOP OF SEGMENTAL WALL: 334.00 TOP OF BRIDGE WALL: 333.00 p u \� O TOP OF WALL: 334.00 P t ,�.��\ P TOP OF SEGMENTAL WALL: 334.00. \ 1 _ _ % O ��Y�F11 C] W NOW OR FORMERLY TOP OF SEGMENTAL NA6LL_333.00 MICHAEL S. CLARK "^�-..,�_\�� a LLi AND COURTNEY D.CLARK TOP OF BRIDGE WALL 333.00 OP ~ LLJ (n D9 13993 PC 1a24 Z PIN 0793755173 / Z z 3707 swlFr DR. TOP OF BRIDGE WALL: 333.50 � / � O L'1' -I � C) \ - _ ILSF W C4 TOP OF BRIDGE WALL: 332.00 O Ur ST FENCE. (TVP). _ TOP OF SEGMENTAL WALL: 332.00 TOP OF SEGMENTAL WALL 333.00 , O _ _ _ V I TOP OF BRIDGE WALL: 332.00 -� n TOP OF BRIDGE WALL: 333 .00 MAT OR GERATER SILT FENCE GRAVEL OUTLET. Il CV � 5 NOW OR FORMERLY 20 O 10 20 40 ` Ln ROBERT J. HARVEY CHECK DAM. DB2245 PG 352 MATCH EXISTING GRADE. INST7IL{_ BM 1971 PG 320 SALVAGED COBBLE STONE 12'DATE: JUN 2017 IN 07a375owe f INCH 20 FEET THICK FOR LAST 20 OF " 3609 SWIFT DR. DISTURBED STREAM BED WITH FILTER FABRIC UNDER STONE ZONE t DRAWN BY: DRJ NOW OR FORMERLY TOTAL BUFFER JOHN THOMAS PENN NOW OR FORMERLY IMPACTS - 30,184 SF CHECKED BY: PLC AND WIFE DANIEL CABRAL. TRUSTEE PATTIE W. PENN ZONE 2 AND REVISIONS Do35M PG 788 TOTAL BUFFER ANNE LOPEZ CABRAL. TRUSTEE BM 1974 PG 170 IMPACTS = 5,799 SF AS TENNANTS IN COMMON PIN 0783747944 OB 5266 PG 109 NO. DATE .1605 SWIFT DR. BM 1974 PC 170 PIN 078374aa58 ' 3603 SWIFT DR. 100 YEARIM SEDENT AND EROSION CONTROL LEGEND: -LOD- LIMITS OF DISTURBANCE -ar SILT FENCE(IP 0% ROCK PIPE INLET PROTECTION LPeRARh Know what`s be10W. TREE PROTECTION Callhehrlay dl INFRASTRUCTURE CONSTRUCTION PAN APPROVAI SCALE -�- CONSTRUCTION FENCE PA A PUMP AROUND CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION - - - - - ZONE I BUFFER mo ZONE 2 BUFFER NOTFOR CONSTRUCTION Ax Conatrvr:tion must a in RuleNonce with all Local Sid.. aM FedWcl Rube aM Reewdiona 1 "=201 SILT FENCE GRAVEL OUTLET QP OURET PROTECTION PROJECT TRANSPORTATION FIELD SERVICES RP RAP IP ® VILE PRorccrron �1N [LssCARp/ PUBLIC UTILITIES 50079797 p rF /57 STONE RESIDENTIAL CONSTRICTION S E A Ll y' STORM WATER QFLARED END SECTION ENTRANCE (TEMPORARY) 023121 PLANNING ® TEMPORARY WATTLE -/` ZaFIa[[4 �E� FIRE EC 6.3 ROLLED EROSION CONTROL ® TEMPORARY DRIVEWAY ACCESS F!q K�S� URBAN FORESTRY PRODUCT (JUTE WAITING) OF x\ I S r-" INSTALL �11_!F 0, SiSaT RAIL FENCE COIR MATTING (TYP). SEE DETAIL 1/02 - - STMT RIPRAP STA. 10+23 NOW OR FORMERLY DELNA R. MILLS DB 2094 PG 705 BM 19W PC 160 PIN 07&3656794 1422 PME`AEW OR. to oa �•' t SEE . C12`N«Qpww OR FORMERLY NOW OR FORMERLY EM NOW' OR F1iRMERLr _. FOR PNWVDP- ARNOLDDS A. VERHOENEN \ PATRICIA N. HYMAN \ BYRON BAIRD AND WIFE DB 2997 PG 334 WARREN BAIRD $IbIMIM M OElION eM 7959 ►c 179 aP° ROSEMARIE VERHOENEN PIN 0753659759 I 19229 PG toss •9ti 964 PC 227 SIDEWALK ACCESS DO 1670 PG BM 1959 PG 139 �\ 3734 Sli DR. \ PIN NA 7070.1750 e6 RAMP. SEE DET76 AIL PIN 079MIN102 3730 SWIFT DR. r, PQ ON SHEET R1 1417 PINEVIEW DR TEMPORARY CONSTRUCTION EASEMENT ONCRETE SIDEWALK CATCH BASIN (TYP). �(TYP). EE DETAIL 2J012 SEE DETAIL 3/D4 r CON RETE DRIVEWAY. MATCH REPLACE 4' CPP AND TIE TO / DROP INLET (TIP). UN2 D GRADE OF EXISTING 4' PVC PENETRATE CURB WITH SEE DETAIL 1/05 DRNESEE -DETAIL 3/012 WATER TIGHT GROUT SEAL T ` CONNECTION. \� 1 DI w 1 � 1 PERMAtIENT PUBLIC DRAINAGE EASEMENT _ CUSS 1 RIP RM SEE _GRADING AND ERQSION_ --CeN RDC PLAN - SEE STRUCTURAL DETAILS FOR HEADWALL/WINGWALL DETAILS (TMP). / INSTALL 4.7 IF OF CHNN K FENCE TEMPO CCOONSTRUCTIpN i EASEMENT �(E 24' RCP TO RBC WITH WATER /TIGHT -GROUT SEALED CONNECTION. SEE DETAIL 2/S1 350 3451 I T CLASS 1 RIP RAP I'YP 340 335 334 11.00 PROP (2) 1 ' I • t. - - - DI -2 w \ DOIIRLE O X RCB WITH CO WINGWALIS. SEE NOTES 7, B AND 9. CAST IN-P1ACE IS NOT ALLOWED FOR THIS DOUBLE RCB 24" RCP CONNECTION 0 i f t k fi' RCB Wy wWLE NC. VIII @ 1... SLOPE DS IN 343 62 62 w ENGINEERED ALL � SEE N -.- ' CURB AND GUTTER. Eh TEMPORARY CONSTRUCTION PERMANENT PRIVATE DRAINAGE TIE 15' RCP TO RBC WITH I TIGHT GROUT SEALED CONNEI SEE DETAIL ASPHALT AVEMENT DI -4 Public Water Distribution / Extension System T1,1 City of Ral.lah -ta to di -itiin incl M.nMm of M• GtY• PRaiic me .yltwn m /lows n M4 iNm. l,a ma 1. t and con.watim m.Moae vwd f.1 MN Oi ject MM <mlmm io M. .m.da.a. •�a w«ine.tim• of u. GH. Pvam uame Nmdbmk. City M R~ NaN UwaaA o.oarMart P«la E Public Sewer Collection / Extension System l,. City of R~ wn..nU to M. 7 -- and .rt.n.bn of tM Cly PRMic w.w .yrt.w e. a�o.n m Mn Pim 1,. -Anti and Conrtruclm apM r t bf MN ChyA Mall till- rtmdarM m0 fp.ciflmtbn• el M. CItY• Pualic Utl t4. Nmdpotl,. P�wNde u•D-- Aanedmuw m ran.s«t pee. U) W U � w z z yo, a W z U Ur z w �a Q � U 1jJ NOS~ A. SEE DETAIL 6/D 11 - SEE-PIOTE 1 SWIFT DR- - - . _ as - � 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR ss ss SANITARY SEWER DESIGN INFORMATION. § 0-11, 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY � : _LI W p 3. N m LL z as FOR CLARITY. WAR CONSIDERED IN UYOUT, BUT NOT SHOWN' 't2. „may..... .` gzso• + FLOW --- ----- 1 .,.. _ � o a INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON � � .._�•, a � _� _ ..� -`. PROFILE. SKEW 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT. CLASS 1 RIP RAP 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL 12'x5' RCB WITH CONCRETE - AND SHALL HAVE LEDGESTONE PATTERN. THEY SWILL BE DESIGNED _ BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE WINGWALLS7AT-ATl - SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND / - - - -COB-MATTI (!Yip SEE NOTES 8 AND 9. S PBMIT AI_ SEE WALL ALIGNMENTS SHEETS RFOR8. FINISHED GRADE ENGINEERED WALL SEE NOTE 6 - EL 342.9 MATCH RIP RAP TO CULVERT INVERT 4.2' 7 31' 344 PLUNGE POOL 342.00 342 00 NCDOTSTONE BEDDING (TY'P) GEOTEXTILE I SEE NOTES 7 & e TYPE 2 (TYP.I SEE DETAIL 1/02 GRAVEL DRIVEWAY, MATCH LINEI 7. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX PERMAtIENT PUBLIC DRAINAGE EASEMENT _ CUSS 1 RIP RM SEE _GRADING AND ERQSION_ --CeN RDC PLAN - SEE STRUCTURAL DETAILS FOR HEADWALL/WINGWALL DETAILS (TMP). / INSTALL 4.7 IF OF CHNN K FENCE TEMPO CCOONSTRUCTIpN i EASEMENT �(E 24' RCP TO RBC WITH WATER /TIGHT -GROUT SEALED CONNECTION. SEE DETAIL 2/S1 350 3451 I T CLASS 1 RIP RAP I'YP 340 335 334 11.00 PROP (2) 1 ' I • t. - - - DI -2 w \ DOIIRLE O X RCB WITH CO WINGWALIS. SEE NOTES 7, B AND 9. CAST IN-P1ACE IS NOT ALLOWED FOR THIS DOUBLE RCB 24" RCP CONNECTION 0 i f t k fi' RCB Wy wWLE NC. VIII @ 1... SLOPE DS IN 343 62 62 w ENGINEERED ALL � SEE N -.- ' CURB AND GUTTER. Eh TEMPORARY CONSTRUCTION PERMANENT PRIVATE DRAINAGE TIE 15' RCP TO RBC WITH I TIGHT GROUT SEALED CONNEI SEE DETAIL ASPHALT AVEMENT DI -4 Public Water Distribution / Extension System T1,1 City of Ral.lah -ta to di -itiin incl M.nMm of M• GtY• PRaiic me .yltwn m /lows n M4 iNm. l,a ma 1. t and con.watim m.Moae vwd f.1 MN Oi ject MM <mlmm io M. .m.da.a. •�a w«ine.tim• of u. GH. Pvam uame Nmdbmk. City M R~ NaN UwaaA o.oarMart P«la E Public Sewer Collection / Extension System l,. City of R~ wn..nU to M. 7 -- and .rt.n.bn of tM Cly PRMic w.w .yrt.w e. a�o.n m Mn Pim 1,. -Anti and Conrtruclm apM r t bf MN ChyA Mall till- rtmdarM m0 fp.ciflmtbn• el M. CItY• Pualic Utl t4. Nmdpotl,. P�wNde u•D-- Aanedmuw m ran.s«t pee. U) W U � w z z yo, a W z U Ur z w �a Q � U 1jJ NOS~ A. SEE DETAIL 6/D 11 - SEE-PIOTE 1 SWIFT DR- - - . _ as - � 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR ss ss SANITARY SEWER DESIGN INFORMATION. § 0-11, 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY � : _LI W p 3. N m LL z as FOR CLARITY. WAR CONSIDERED IN UYOUT, BUT NOT SHOWN' 't2. „may..... .` gzso• + FLOW --- ----- 1 .,.. _ � o a INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON � � .._�•, a � _� _ ..� -`. PROFILE. SKEW 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED. 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT. CLASS 1 RIP RAP 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL 12'x5' RCB WITH CONCRETE - AND SHALL HAVE LEDGESTONE PATTERN. THEY SWILL BE DESIGNED _ BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE WINGWALLS7AT-ATl - SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND / - - - -COB-MATTI (!Yip SEE NOTES 8 AND 9. S PBMIT AI_ SEE WALL ALIGNMENTS SHEETS RFOR8. FINISHED GRADE ENGINEERED WALL SEE NOTE 6 - EL 342.9 MATCH RIP RAP TO CULVERT INVERT 4.2' 7 31' 344 PLUNGE POOL 342.00 342 00 NCDOTSTONE BEDDING (TY'P) GEOTEXTILE I SEE NOTES 7 & e TYPE 2 (TYP.I SEE DETAIL 1/02 GRAVEL DRIVEWAY, MATCH LINEI 7. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX N PERMANENT PUBLIC AND GRADE OF EXISTING DRIVE. '•'s'•'• ri _4 •.t f 12.j • 1 5 RCB @ 0.fl7% I T TR P NPPROVALSCALE -2' V i "- 1,•=20' H CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All ConMruclion must w in mu wit, all Local. slaw. ark r.d.ral RIt,ARNa ark R.golatiorw DRAINAGE EASEMENT PERMANENT UTILITY _SEE DETAN "3/012 (TYP) I CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF 2' ETS SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEE W O PROJECT 50079707 MAINN/24"0 ENCA 1 S1 -S4. W "" II n 8. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE Ir I CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 `l m . Now OR FORMERLY C9. 3 STONE FOR BEDDING Q = 0) W W W ELWIN R. THIBAULT I W 9. FOR THOSE EBOX CULVERT WITH BEDROCK THE �1 W URBAN FORESTRY END OF PAVING MATCH NOW OR FORMERLY AND WIFE I MELISSA R. THIBAULT PROPOSED CULULVERTRT BOTTOM ELEVATION, ACHIEVE A CONSISTENT STENT O L._L T, N EXISTING LINE AND GRADE. JASON DOSSARY k LISA GOULDIE 1 DB 7629 PG 255 I TOP OF ROCK GRADE THAT IS A MINIMUM OF 6' BELOW THE Q O SEE DETAIL 3/D11 DB 13577 PG 1999 BM 1960 PO 16O PIN 0763750446 CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57 ry O Bad 1960 PD 199 PIN 0763659514 I 3731 SWIFT DR. Krnfw.,w.ii below. ONEFOR BEDDING LL ILo J 1501 PINLMEW DR. Call befog you dig 10. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT ATTENTION CONTRACTORS SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER �- O CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. = U N AND PEDESTRIAN ACCESS AT ALL TIMES. The Conshuchon Conheetor responsible for the extension of water, sewer and/or reuse, as approved in these pians, is L1J g a responsible for cornac-6 the ENGINEERING SERVICES at (9191996-2409, and the PUBLIC U7ILRIES 11. SEE SHEETS CI 9-C21 WATER PLAN/PROFILE SHEETS FOR WATER �l (7) CONTRACTOR SHALL PROVIDE TEMPORARY AWL BOX KIOSKS FOR HOMEOWNER DEPARTMENT at (919) 996-4540 at least twenty four hours poor to beginning any of their Construction. DESIGN INFORMATION. � USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES Construction, In the issuance U j FAILURE to notify both City Departments in advance of beginning will result of monetary tinea, and require reinstallation of any water or sewer facilities not Inspected as a reault of this notlficetion failure. Q z CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNERS Cx WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING WORK FAILURE to Call for Inspection, Install a Downstream Plug, have Permitted Plans on Job site, or any other Violation of O City of R~ Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. r'Y�'1 m SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT GEOMETRY AND 350 W_ W SHEETS EC1-EC3 FOR GRADING AND EROSION CONTROL PN. U 7s o ~ ~ 12'X 5'RCB All CONIC. WINGWALLS O `px>`<H CAR/p/iii (/� "' z _ Ln _ - -i ENGINEERED WALL SEE NOTE 6 @0.77%SLOPE US INV= 336.84 y �OP,F�yrylfdliyi� ?7J 7 L z W z DS INV= 336.26 w = n SEAL r-• Q- �- SEE NOTES 7 6 B n mm �$. 042238 Zc U :5 00 � � �••� ��•N � W 15' RCP CONNECTION �'P.GIf{F. ,LAG@� FINISHED GRADE xQ \ 4S' 2' 43'F `� 345 Lv EXISTING GRADE � GABION MATTRESS I I EL 338.84 VERTICAL SCALE PLUNGE MATCH RIP RAP DATE., JUN 2017 POOL I TO CULVERT I -- 2 0 1 2 4 `.. 3,1260 INVERT.-_ I I I DRAWN BY. JEW o 342.00 342.00 1 INCH = 2 FEET _ CHECKED BY.. PLC _ E -.` I HORIZONTAL SCALE REVISIONS 340 20 0 10 20 40 N0. DATE RETE CRADLE DIPANITARYSEWER \�Wi 1 INCH = 20 FEET W/.ifi'05TEELFOR REVIEW ONLYCASEMENT PIPE m am use FOR CONSTRI-It - B' DIP WATER MAIN CLASS 1 ENCASEM EN RIP RAP (TMP) ,- '•'s'•'• ri _4 •.t f 12.j • 1 5 RCB @ 0.fl7% I T TR P NPPROVALSCALE -2' V i "- 1,•=20' H CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All ConMruclion must w in mu wit, all Local. slaw. ark r.d.ral RIt,ARNa ark R.golatiorw TRANSPORTATION FIELD SERVICES PUBLIC URUTIES STORM WATER PROJECT 50079707 MAINN/24"0 ENCA STEEL fi DIP WATER 5EMENT PIPE WIN o m n Ir m . PUNNING C9. 3 FIRE W W W W W W W W W URBAN FORESTRY MARY C. LEVING51 STEE OF THE MARY C. LEVING H REVOCABLE TRUST aB 6651 PG 2'76 BM 1960 PG .11111 PIN 0763791762 3726 SWIFT OR v \ D I - 8 — nv 15.00 h6w OR FORMERLY MOHAMMED GUEDIRA AND WIFE GINA BROWN-GUEDIRA TIE CURBSTOUTTE1i INTO IXI URB AND GUTTER.EX{ST GRAR .. 17.00 LINE AND a11547 070 m ION PPC 204 PIN 07SWFT — \---. .... .... .$F.E LIFT..- _...>•.. - 3722 S1V1:T OR. OR. � X90 CB -8/ GRAVEL DRIVEWAY \ O _ _ s'r \ iIND. + REPLACE 70 LF SM 1965 PG 204 PIN a7W7S54/1 DRO)} INLET (TYP). PERMANENT PRIVATE DRAINAGE EASEMENT L OF EXISTING 8'x5' RCB _ \ � r fi OC 16*50 17.00 _ 4 b 6' DIP 1 ROP. 12' x 5' RCB �.... — \---. .... .... .$F.E LIFT..- _...>•.. - ..._ , 6' DIP 6' DIP WATERMAIN �1 END OF pp��VING, Now OR FORMERLY VI EX11NO EDWARD JAMES DUNPHYI LINE AND GRIOE AND WIFE JUDITH KAY DUNPHY \ \ PERMANENT PUBLIC De 8252 PC 655 DRAINAGE EASEMENT BM 1965 PG 204 I PIN 0793754435 06-+ al 3706 SWIET.OR. \ TIE EXISTING 4'x4' RCB TO 12'x5' RBC W/ 22 LF PROPOSED 4'x4' RBC. CONNECTIONS SHALL BE WATER TIGHT ^ _ GROUT SEALED. SEE DETAIL 2/S1 CB -10 SWIFT DR \ca12 60' P11N1C R/W 7 SS CATCH BASIN OYP). - SEE DETAIL 3/D4 CB -5 � a DI9.- 4 b 6' DIP a C WATERMAIN AND WIFE I I � X90 CB -8/ GRAVEL DRIVEWAY ENT PUBLIC I ! _ _ s'r I iIND. EXISTINGGRADE OF Rf _ I SM 1965 PG 204 PIN a7W7S54/1 DRO)} INLET (TYP). I DI -10 I NOW OR FORMERLY F BRENT DWAYNE ELLER I D DETAIL 3/012 AND WIFE EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES ELIZABETH VELTON ELLER STANLEY BOGANEY DB 5236 PG. 51 I FERNANDO H. MAGALLANES 6M'1959, PG 179 PIN 0783751315 1960 PO 160 PIN 0783782296 3727 SWIFT DR. I I 6' DIP 6' DIP WATERMAIN �1 END OF pp��VING, Now OR FORMERLY VI EX11NO EDWARD JAMES DUNPHYI LINE AND GRIOE AND WIFE JUDITH KAY DUNPHY \ \ PERMANENT PUBLIC De 8252 PC 655 DRAINAGE EASEMENT BM 1965 PG 204 I PIN 0793754435 06-+ al 3706 SWIET.OR. \ TIE EXISTING 4'x4' RCB TO 12'x5' RBC W/ 22 LF PROPOSED 4'x4' RBC. CONNECTIONS SHALL BE WATER TIGHT ^ _ GROUT SEALED. SEE DETAIL 2/S1 CB -10 SWIFT DR \ca12 60' P11N1C R/W 7 SS CATCH BASIN OYP). - SEE DETAIL 3/D4 Now OR FaRiloMst TEMPORARY CO�[RUCTION EASEMENT I W C-) � a DI9.- 6f a C W AND WIFE I I � X90 p; GRAVEL DRIVEWAY III I ! MATCH UNE AND I .Z. U• W EXISTINGGRADE OF SM 1965 PG 204 PIN a7W7S54/1 DRO)} INLET (TYP). DkW 'CiYP) E F 1 I I D DETAIL 3/012 NOW OR FORMERLY KIMBERLY CURRY-EVANS EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES NOW OR FORMERLY STANLEY BOGANEY — — FERNANDO H. MAGALLANES DB 15948 PC 25664 DB 15815 PG 2646BM BM 1980 PO 180 1960 PO 160 PIN 0783782296 _ FN 078J782J 10 I 3719 SWIFT DR. LI I a^ 3721 SWIFT DR. . Now OR FaRiloMst TEMPORARY CO�[RUCTION EASEMENT I W C-) � a GEORGE V.. PECI W a C W AND WIFE I Z O p; JANET T. PECCI W W 1. SEE SHEETS C15 -C16 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY DB 2052 PG 136 I .Z. U• W SM 1965 PG 204 PIN a7W7S54/1 DRO)} INLET (TYP). od U NUP 0 3704 SWIFT 'DR. SEE bbbETAIL 1/115 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES DI -13 1965 — — 20' DRAINAGE EASEMENIT-BM 2 -LG - E E --PROP. RCP — — _ I15" N z 3. 19 00 9 �- _ 1 \ F. O 12'x5' TO' 13'x5' 15" RCP CONNECTION 14. PROTECT EXISTING CONNECTION Call before you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION. n� LL GAS SERMCE. 6S � COORDINATE WITH ' w\ UJ — 85 W C-) � a � W a C W Z O p; SEE DETAIL 6/D11 - W W 1. SEE SHEETS C15 -C16 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY U .Z. U• W Q � y17j od U NUP 0 — 85 PSNC. 6" DIP NOTES: � CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS MINIMUM OF 6. OF NCDOT J57 STONE FOR BEDDING - CURB AND GUTTER. WATERMAIN SEE DETAIL 6/D11 - _ _ 1. SEE SHEETS C15 -C16 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY $�, SEWER DESIGN INFORMATION. bq $ W 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES — — - NOT SHOWN IN ENTIRETY FOR CLARITY. + _ w 4!3 — — _ N z 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. \ L O 15" RCP CONNECTION 14. ALL PIPE STRUCTURES TO. NORTH SIDE OF RCB B/SEUNE ARE SHOWN AS Call before you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION. n� LL CONCRETE DRIVEWAY DASHED. w\ MATCH LINE AND GRADE OF EXISTING DRIVE (TYP).�, I FORMERLY 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' J SEE DETAIL 3/D12 OR I DEVIN B. KAHLER BOX CULVERT. DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 The Construction Contractor responsible for the I SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PUN extension of water, sewer and/or rause, es approved in these plans, is responsible for contacano the:. ENGINEERING SERVICES at (919) 99&2409, and AND ' 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL SUSAN E. KAH LER (3 HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC NOWOa FORMERLY oe 6779 rG 344 C8 PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMIT' ED TO THE -D KENNETH 0. MEDLIN I BN 1960 PG lisp CITY PROJECT MANAGER FOR REVIEW AND APPROVAL. SEE WALL ALIGNMENTS AND WIFE .. P3117107 411 O SHEETS R5 -R3. N I SWIFT DR. NG} JONA P. MEDLIN N oa 3766 PC; W7. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT ] z IPIN '! I Vl Yl W N BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 STONE FOR BEDDING r EXISTING GRADE - FAILURE to ably both City Departments in advance result in Me issuance or Of beginning ng Co truequir 1 �p p CL (1 3715 SWIFT DR. 8. FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED W re monetary fines and require reinstallation of any water W CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT IS A MINIMUM OF 5" BELOW THE CULVERT BOTTOM AND PROVIDE A /1 LLJ C / CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS MINIMUM OF 6. OF NCDOT J57 STONE FOR BEDDING Q VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 9. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 15 HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY Q n FELT BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS N Know what's below. AT ALL TIMES 10. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN Q O 15" RCP CONNECTION Call before you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION. n� LL I PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS ATTENTION CONTRACTORS Q J .345 DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 The Construction Contractor responsible for the I SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PUN extension of water, sewer and/or rause, es approved in these plans, is responsible for contacano the:. ENGINEERING SERVICES at (919) 99&2409, and ~ = U LLJ ON -ECL U) cc 15" RCP CONNECTION 24" RCP CONNECTION the PUBLIC UTILITIES DEPARTMENT at (919) -D 996-4540 et least III four hours prior to beginning O \ any of Mair construction. Q ] z 15* RCP CONNECTION (NORTH) Tri r EXISTING GRADE - FAILURE to ably both City Departments in advance result in Me issuance or Of beginning ng Co truequir 1 n M p CL (1 re monetary fines and require reinstallation of any water W or sewer facilities not inspected as a resull of this LL, .. rhotifica6on tailors. IW- `340 15' RCP m N Z � '3L}0 FAILURE to cell for inspection, Instal/ a Downstream Plug, have Parm@Ied Plans on Job site, or any other � z Z LLJ z N (SOUTH) 4' X 1' R CONNECTI 15' RCP CONNECTIONc c m Violaflon of City of Raleigh Standards will result In e Fine ane Possible Exdusion from future work in the O � EL CO 1 15" RCP CONNECTION o . Y"� City ofRablgh. S LLJ N O 30 will 5G Q O -,.-. (I NCRETE M LE f AN� tPvE idO�%y: C?.D V;G - "a —O L() . _ Sr• EAL • ��:• 012298 . r �J / f1/ U- N y^ o ... 258 _ �,� • rte. zi 335 Lf ()F_' 1r x 335 I1i111111\�\ Tri U 5' Rr,6 p 0 87 VERTICAL SCALE — DATE JUN 2017 w 12' 0 DIP SANITARY 12'0 e ._,.. - -.-.... _. -. Y.. z o 1 z a DRAWN BY: JEW ¢ � NCDOT STONE SEWER MNN W/ 24' CHECKED BY: PLC X < BEDDING(TYP) STEEL ENCASEMENT 1 INCH = 2 FEET N SEE NOTES 7 8 8 M Z41 HORIZONTAL SCALE REVISIONS MAIN I,k . `FDF ' RCa � Q z oz^� "' 211 0 10 20 ' 40 NO. DATE 330 Z O 330 1 INCH = 20 FEET FOR REVIEW ONLY W MnT usa — CnN61TNCITg1 U INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 2 .8 1 "-2' V t NI C -al mast I» in «<uraan.. with an Local. St.H. um 1 "-20' H U zH F.d.ml Ru4. and RI uNti— PROJECT -TRANSPORTATION FIELD int In SERVICES 50079707 325 PUBLIC UTILITIES STORM WATER PLANNING W C2 Cl (•) (9 (7 (7 f9 W w w W .. W w C 10. 3 FIRE URBAN FORESTRY NOM OR FpeIEpLT PERMANENT PUBUC / GERALD K. GRAHAM I DRAINAGE EASEMENT / AND W NOW OR FORM�Y G AM — I RICHARD S. WARR 1X1DANIEL NOW OR FORMERLY M. POSEY / IDI -13 7B 26 PG zoo — AND WIFE AND WIFE eM 19x5 Fg 57 KAREN ROYCE WARR I3Ir 079375938. Do W23 369 g0} --t— GAIL B. POSEY 3700 SWIFT DR. OB 4442 PG 151 5h /965 PG iOa 41id 076337573. L ma i9M Ps I PG M ` i dfi12 SWIFT OR. P TIE 42' RCP TO RCB 36018 SWIFT DR. WITH WATER TIGHT GROUT _ _ SEALED CONNECTION. SEE ;+n-1DErA1L 2/Sl +'— : 20 00 — F X I DROP INLET (TIP). - SEE DETAIL 1/D5 TIE 15" RCP TO RCB WITH WATER TIGHT GROUT L SEALED CONNECTION. SEE I 11 DETAIL 2/S1 ... CATCH BASIN (TYP). SEEDETAIL 3/04 I ¢ I PERMANENT UTILITY - EASEMENT I PERMANENT PUBLIC O I DRAINAGE EASEMENT W I NOW OR FORMERLY 111 VVV1II M7 MICHAEL S. CLARKE AND COURTNEY D. CLARKE DB 13963 PC 1524 PIN 0793755173 3707 SMFr DR. SS 6' CPP CB- INV APPROX. 332.35 � SS ENGINEERED WALL SEE NOTE 6 (TYP). NOW OR FORMERLY CHRISTOPHER SHELOW GABRIELLA SHELOW DB 156W PG 1616 BM 1961 PG 115 RN 0753759105 924 MERWIN DR. CONCRETE SIDEWALK. SEE DETAIL 2/D12 ASPHALT PAVEMENT Y- T k DRIVEWAY BRIDGE SEE STRUCTURAL DETAILS �s �I SS °° ryW,/�A�'OR ss ENGI WALL. _ SEE NOTE 6 x 23.501 .:.sem. .60 DCIIAC I CPP 45' ELBOW 'AVE., (TYP). Vgf3 _ 4' CPP CLASS 1 RIP RAP NOW OR FORMERLY NOW OR FORMERLY LUNGE POOL. NEIL C L, TRUSTEE )HN THOMAS PENN D AND WIFE 6' CPP — PANNE LOPEZ/CABRAL, TRUSTEE PATTfE_ W. PENN INV APPROX. 329.37 AS IN COFIMOM 3539 DB 'zee PG 179 BM 1974 PG 170_ ENGINEERED WALL. B 77 7637446a7R W FAILURE to call for Inspection Install a Downstream Plug have 9 Permitted Plans on Job site or any other Violation of City of a BOX rte. F'6� ILW (Trp. -3 a � PLACES) r CPP + �' CPP 90-fi" ! water, sewer andlor reuse. as approved In mese plans s ) CLASS 1 RIP RAP U V PLUNGE POOL 4' \ \IM/ 6' CPP 8' IPP IR A2pR06' APPROX. \� 33t` 332.TD / 4� CPP I �R1MANENT PRIVATE / - PLASTIC JUNCTION ""^''E BOX (TVP). ENGINEERED ' SEE NOTE 6 / Fj CONCRETE DRIVEWAY.. MATCH LINE AND NOW DR FORMERLY GRADE OF EXISTING. ROBERT J. HARVEY -352 SEE DETAIL 3/D12/ DB 2.245 PG BgErN to 71 F= MINI TEMPORARY I O°� O_ � //CONSTRUCTION EASEMENT NOW OR FORMERLY CHRISTOPHER SHELOW GABRIELLA SHELOW DB 156W PG 1616 BM 1961 PG 115 RN 0753759105 924 MERWIN DR. CONCRETE SIDEWALK. SEE DETAIL 2/D12 ASPHALT PAVEMENT Y- T k DRIVEWAY BRIDGE SEE STRUCTURAL DETAILS �s �I SS °° ryW,/�A�'OR ss ENGI WALL. _ SEE NOTE 6 x 23.501 .:.sem. .60 DCIIAC I CPP 45' ELBOW 'AVE., (TYP). Vgf3 _ 4' CPP CLASS 1 RIP RAP NOW OR FORMERLY NOW OR FORMERLY LUNGE POOL. NEIL C L, TRUSTEE )HN THOMAS PENN D AND WIFE 6' CPP — PANNE LOPEZ/CABRAL, TRUSTEE PATTfE_ W. PENN INV APPROX. 329.37 AS IN COFIMOM 3539 DB 'zee PG 179 BM 1974 PG 170_ ENGINEERED WALL. B 77 7637446a7R w � a DO NOT DISTURB EXISTING CATCH BASIN — END OF PAVING. MATCH EXISTING UNE AND GRADE. SEE DETAIL 5/D11 mil `00 ) reinstallation W FAILURE to call for Inspection Install a Downstream Plug have U Permitted Plans on Job site or any other Violation of City of a ATTENTION CONTRACTORS rte. F'6� ILW NOTES:from future work in the City of Raleigh a � — COIR MATTING (TYP). 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY The Cnstuction Cordredw resvanslble forma Bxten9lon of O pt, F��W L` V .SEE DETAIL 1/D2 SEWER DESIGN INFORMATION. water, sewer andlor reuse. as approved In mese plans s z U V 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT� z w � a DO NOT DISTURB EXISTING CATCH BASIN — END OF PAVING. MATCH EXISTING UNE AND GRADE. SEE DETAIL 5/D11 mil `00 ) reinstallation IQ FAILURE to call for Inspection Install a Downstream Plug have Permitted Plans on Job site or any other Violation of City of 7 ATTENTION CONTRACTORS ii.' NOTES:from future work in the City of Raleigh ,{i LW19• — COIR MATTING (TYP). 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY The Cnstuction Cordredw resvanslble forma Bxten9lon of �6 9"04 F��W L` V .SEE DETAIL 1/D2 SEWER DESIGN INFORMATION. water, sewer andlor reuse. as approved In mese plans s N o z 'm W 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT� responsible for confectrn0 the ENGINEERING SERVICES at 0 W w ..eye (919) 9962409and the PUBLIC UTILITIES DEPARTMENT at ENGINEER . \ (919) 996-4540 M least MsnN lour ho poor to beginning any ry _ m ' of their construction. LAJ Fj �L FAILURE to nWdy birth CM Departments in advance of S TIE CURB AND°O GUTTER INTO beginning Construction, will result n the issuance of monetary fine d I 1 to Iro O_ EXISTING. MATCH EXISTING t1NE AND GRADE. PERMANENT PUBLIC DRAINNOE EASEMENT eou re em a en a any water or :ewer a ea - not 'nspe ded as a result of this notification faNure. IQ FAILURE to call for Inspection Install a Downstream Plug have Permitted Plans on Job site or any other Violation of City of ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL PATTERN. THEY SHALL BE DESIGNED BY AN NC Raleigh Standards will result In a Fine and Possible Exclusion ii.' NOTES:from future work in the City of Raleigh ,{i LW19• — COIR MATTING (TYP). 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY I� LL .SEE DETAIL 1/D2 SEWER DESIGN INFORMATION. N 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT� = U 0 SHOWN IN ENTIRETY FOR CLARITY. 6. ENGINEER E EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT /W W v / 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCS(S) AND RCP(S) ON PROFILE. \ Q LAJ • • SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. U Z 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE. SHOWN AS Q O_ ' DASHED. M rl m LL O CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR ,• 7- 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' 5. C4 O - BOX CULVERT. Q HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY CITY PR 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 D=ONE ONAL OJECT SE TER TTS I O ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL PATTERN. THEY SHALL BE DESIGNED BY AN NC Q 1 3605 SWIFT OW --- ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS LL MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS N 5—R8. = U 0 VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER E EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT U PROVIDE A MINIMUM OF 18' OF NCDOT %57 STONE FOR BEDDING z 0 LAJ EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED HAVE LE Z BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT N LJ— O_ MUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF DOT /57 STONE FOR BEDDING M rl m LL O CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE LLI NG PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3�x-� HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY CITY PR OND BOTH OUTSIDE EDGES OF THE CULVERT. V I/ z co C19 -C21 WATER PAIN/PROFILE SHEETS FOR WATER DESIGN Z L1JCL Z ON. PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS _ SHEETS R 15• RCP CONNECTION N o AT ALL TIMES LCAROIIi o ```ip1A =oQb�Es`Sld�;y$ — O FINISHED GRADE EXISTING GRADE _ = a SEAL VERTICAL SCALE o CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL 7. FOR THOS LL 42' RCP CONNECTION ��: Av1`41 PROPERTY OWNERS WHOSE TRASH/RECYCUNG SERVICE IS BOTTOM, 1 INCH = 2 FEET -- HORIZONTAL SCALE DRAWN BY: JEW 20 0 10 20 40 DISRUPTED DURING CONSTRUCTION. B. FOR TRO 1 INCH = 20 FEET REVISIONS Q5 N0. DATE 15' RCP CONNECTION FOR REVIEW ONLY KnuwwhaVsbelolN. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V NI C.nalracl'an coati W in ...oris.... eah dl Coal. State. and F.4era1 Rube oM Requlalioro 1 "-201' H GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION IS A MINI TRANSPORTATION FIELD SERMCES PUBLIC UTIUTIES 50079707 STORM WATER PLANNNG C DRIVEWAY BRI ESEE URBAN FORESTRY CONTROL PLAN. 6' OF NC OF - STRUCTURAL DE AILS 9. ALL WA IN A CASI 335 FEET BEY ENGINEERED WALL ENGINEERED ALL 10. SEE SHE SEE NOTE 7 SEE NOTE 7 INFORMATI v ENGINEERED WALL i SEE NOTE 7 1 1 EL. 328.87 — �— MA MATCH RIP RAP CONCRETE 1 1 v TO CULVERT INVERT —_ CRADLE I ( 11 330 330 34' 14' 3 � 1:56% � .• I> � o w '. s7t&tF OF i 328.00 I .. PLUNGE 7.50 �N POOL t I 12' 0 DIP SANITA N � SEWER MAIN Wl2 ' 0 ^. 6TEEL ENCASEM 328:6 $26D0 ... $ n a ° 6" 0 DIP PIPE z ° 1 -� '� v TIE IN 325 0 n o WATER MAN r - - .. j EL 32447 325 +�"„� O • r. �- v. oa 32500 L DOT STONE m ori» ¢m�zz i w� BE SE- )DING ITYP) NOTES788 wa I s U+ n �ry Kry I , .. a' X d X;! —` _ n m i m PLUNGE IT POOL. 13' X 5' CB W1 CONIC. WINGWALLS CLASS 1 RP 1.72% SLOPE RAP(TYP) US fNV-328.96 GEOTL7(TILE FABRIC ,. INV= 88 TYPE 2-(TYP.) 320 SEE NOTES 7DS .78 8 320 m M° n.n.. m� as n m o nl m n.. Jnr n n WLL °LL WLL WLL ° W W Ul W U, W W W 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 D=ONE ONAL OJECT SE TER TTS I O ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL PATTERN. THEY SHALL BE DESIGNED BY AN NC Q LLI J ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE LL MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS N 5—R8. = U 0 W E EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT U PROVIDE A MINIMUM OF 18' OF NCDOT %57 STONE FOR BEDDING z 0 LAJ EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED Q Z BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT N LJ— O_ MUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF DOT /57 STONE FOR BEDDING M rl m LL O CL SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE LLI NG PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3�x-� j OND BOTH OUTSIDE EDGES OF THE CULVERT. V I/ z co C19 -C21 WATER PAIN/PROFILE SHEETS FOR WATER DESIGN Z L1JCL Z ON. O C LW 0, N o LCAROIIi o ```ip1A =oQb�Es`Sld�;y$ — O _ = a SEAL VERTICAL SCALE o may.• 042236 Z= 2 0 1 2 4 y •�H LL ��: Av1`41 1 INCH = 2 FEET DATE: JUN 2017 HORIZONTAL SCALE DRAWN BY: JEW 20 0 10 20 40 CHECKED BY: PLC 1 INCH = 20 FEET REVISIONS Q5 N0. DATE FOR REVIEW ONLY KnuwwhaVsbelolN. m no7usenoacottar9ucnon Call before you dfg INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V NI C.nalracl'an coati W in ...oris.... eah dl Coal. State. and F.4era1 Rube oM Requlalioro 1 "-201' H PROJECT TRANSPORTATION FIELD SERMCES PUBLIC UTIUTIES 50079707 STORM WATER PLANNNG C TIRE URBAN FORESTRY OF PERMANENT PUBLIC DRAINAGE EASEMENT DROP E INLET (TYPDETAIL ). E / I� % CATCH BASIN (TYP). SEE DETAIL 3/D4 CUSS 1 RIPRAP (TYP) PINEVIEW DR \ B" DIP 60' PUBLIC R/W COIR MATTING SEE WATER MN w �CB-27 li DETAIL 1/D2 zwV U 153_ The Co Infer -ion Cmfnmfo responsible for the extension of rc¢N �a Lee ¢O C w � NOW OR FORMERLY 360 ARNOLDUS A. VERHOENEN / q / RAYMOND &FLORENCE VICKERY m NOW DR FORMERLY DB 13735 PG 165 BM 1959 PG 176 DB 1670 PC 130 BM 1959 Pc ne *131-2). DELNA R. MILLS DB 2DOL 1O6 350 PN: 0763656647 1416 PINEVIEW DR, , / BM 19 PG 160 DRAINAGE EASEMENT 1[ =w 1 / PIN 0 6754 1422 PINEwEW DR. ZQ from future work in the City of Raleigh. s I f N INSTALL 30 LF SPLITI 1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR j RAIL FENCE 345 345 -6@l oma= 345 KKN Is 32 LF Z w w OF 18' RCP -J z9D—r 8' DIP T WATER MAN I 1 NOW OR FORMERLY LIZABETH BYRD DB 1446E PG 223 BM 1957 PG 47 PIN: 0733655979 1326 PINEVIEW DR. I CONNECT FSG 18'RCP TO - CH B/L41N. ATER TIGHT GROUT SEAL CONNECTION CB -29 PINEVIEW DR \ B" DIP 60' PUBLIC R/W ' WATER MN w �CB-27 li Is. zwV U 153_ The Co Infer -ion Cmfnmfo responsible for the extension of rc¢N �a Lee ¢O C w � NOW OP FORMERLY 360 ARNOLDUS A. VERHOENEN Q � �1jJ AND WIFE m ROSEMARIE VERHOENEN 355 DB 1670 PC 130 BM 1959 Pc ne *131-2). PIN 973.7856662 350 1417 PINEVIEW DR. m.Wn m r Ovtrc_3 PERMANENT PUBLIC DRAINAGE EASEMENT z9D—r 8' DIP T WATER MAN I 1 NOW OR FORMERLY LIZABETH BYRD DB 1446E PG 223 BM 1957 PG 47 PIN: 0733655979 1326 PINEVIEW DR. I CONNECT FSG 18'RCP TO - CH B/L41N. ATER TIGHT GROUT SEAL CONNECTION CB -29 25+00 25+50 26+00 26+50 27+00 2 ] r50 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SWILL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT Al TIMES CONTRACTOR SHAT PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN a d2 a w 3 an EXISTING li Is. zwV U pl•. The Co Infer -ion Cmfnmfo responsible for the extension of rc¢N ��Ca-n��¢ _ - z wZm � a 360 Q � �1jJ H 2 m 360 355 oma_ +mn0 355 350 +n r nn"zz� m.Wn m r Ovtrc_3 350 is%» zz� 1[ =w 1 Raleigh Standards will result in a Fine and Possible ExclusionALVA ZQ from future work in the City of Raleigh. s I rU N -M211 1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR j RCP ® 0.52% 345 345 oma= 345 KKN Is 32 LF Z w w OF 18' RCP -J 0.53% UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. V) >o 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON LI__I rr r^� Q l..J Z OF 15" RCP PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN 355 �Y" ' = 3'o rE < EXIST NG GRADE U Z 355 8 LF OF 18' RCP 8'0 DIP WATER 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE w�z Waz MAIN 29 LF z CONCRETE 12" DIP O COLLAR SANITARY OF 15" RCP SEWER MAIN CULVERT AJGNMENTS SHALL BE 4". THE ACCEPTABLE RANGE OF 340 0.51% u 340 350 J Li 350 CL 6. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER = 0 DIP WATER IN C) ci� DESIGN INFORMATION. LLJ U :!E EXISTING 12" �� —D z 19L SEWER MAIN o OF 24" RCP z @ 061% m��a 345 345 W � g o W cry r7 W 0 0 O W w Z� 25+00 25+50 26+00 26+50 27+00 2 ] r50 CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SWILL PROVIDE TEMPORARY MNL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT Al TIMES CONTRACTOR SHAT PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN 30+00 a d2 a w an EXISTING li Is. zwV GRADE pl•. The Co Infer -ion Cmfnmfo responsible for the extension of rc¢N ��Ca-n��¢ _ - z U � a (919) 996-4540 at least twenty to.hours prior to beginning any Q � �1jJ H 2 11 RCB . 355 oma_ +mn0 355 350 +n r nn"zz� m.Wn m r Ovtrc_3 350 is%» zz� 1[ =w 1 Raleigh Standards will result in a Fine and Possible ExclusionALVA ZQ from future work in the City of Raleigh. I rU N -M211 1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR j RCP ® 0.52% 345 345 oma= 345 350 Is 32 LF Z w w 30+00 28+00 28+50 Public Water Distribution / Extension System his Gly of Rsi ca .t. to M. aannMl.n and .xtwr.on 4f lM CRY. p -' .Mw -t. in Maws en M'a Man. me matwid and --I. —sr— .—M lnl. pr.)al MMI —'— la 61. standard. and .p.dfkvllans of city. Ms Pablk ULaities Handbook. rsr M iiiwo NOk Uhllr Di I—A / AAkwizalian to r<rrtud Public Sewer Collection / Extension System 11w City of R-Igh .—ta to U. amn.aixn and dlen.kn of e. CIII/. pi,— .mow -t. Is Mswn an ihN plan. Trs matMd and Cm.Nactan m.thod. u..d fa MN prof M Mal canfnrm to th. .i— end .a.v lkaUan. If in. Dtys Publk UIIItIu Handbook. city a Robi9n Neo Mate a.pwiewR moria I A%—do, to LonM t Dalt w an to li Is. zwV w �v pl•. The Co Infer -ion Cmfnmfo responsible for the extension of rc¢N ��Ca-n��¢ _ - z U C7 z w (919) 996-4540 at least twenty to.hours prior to beginning any Q � �1jJ mmIsto- \ �m . 355 +mn0 355 +n r nn"zz� m.Wn m r Ovtrc_3 is%» zz� xon z� 0 <Z3> a 1 Raleigh Standards will result in a Fine and Possible ExclusionALVA EXISTING from future work in the City of Raleigh. I GRADE - N EXISTING Jo, 1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR j GRADE r<j SANITARY SEWER DESIGN INFORMATION. oma= 350 32 LF Z 350 OF 18' RCP -J 0.53% UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. V) 39 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON LI__I rr r^� Q l..J Z OF 15" RCP PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN 0.51% 345 - 345 8 LF OF 18' RCP 8'0 DIP WATER 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE @ 0.59% MAIN CONCRETE 12" DIP O COLLAR SANITARY I SEWER MAIN CULVERT AJGNMENTS SHALL BE 4". THE ACCEPTABLE RANGE OF 340 Lij 340 SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS J 28+00 28+50 Public Water Distribution / Extension System his Gly of Rsi ca .t. to M. aannMl.n and .xtwr.on 4f lM CRY. p -' .Mw -t. in Maws en M'a Man. me matwid and --I. —sr— .—M lnl. pr.)al MMI —'— la 61. standard. and .p.dfkvllans of city. Ms Pablk ULaities Handbook. rsr M iiiwo NOk Uhllr Di I—A / AAkwizalian to r<rrtud Public Sewer Collection / Extension System 11w City of R-Igh .—ta to U. amn.aixn and dlen.kn of e. CIII/. pi,— .mow -t. Is Mswn an ihN plan. Trs matMd and Cm.Nactan m.thod. u..d fa MN prof M Mal canfnrm to th. .i— end .a.v lkaUan. If in. Dtys Publk UIIItIu Handbook. city a Robi9n Neo Mate a.pwiewR moria I A%—do, to LonM t Dalt w an ATTENTION CONTRACTORS li Is. .'moi O pl•. The Co Infer -ion Cmfnmfo responsible for the extension of w W L` i o z U C7 z w (919) 996-4540 at least twenty to.hours prior to beginning any Q � �1jJ U 1 NSP ATTENTION CONTRACTORS So $ I6 The Co Infer -ion Cmfnmfo responsible for the extension of L` i o water, sewer and/or reuse, as approved in these plans, Is responsible for oontacting the ENGINEERING SERVICES at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at _ i�i (919) 996-4540 at least twenty to.hours prior to beginning any Rut of their wrist—bon. . FAILURE to notify both Cdy Departments In advance of beginning Construction will mi in the Issuance of monetary Ones, and require reinstallation of any water or sewer facillbes not inspected as a ri of this notifi®bon failure FAILURE to cell for Inspection, Install a Downstream Plug have Perm Med Plans on Job sife, or any other Violation of City of 1 Raleigh Standards will result in a Fine and Possible ExclusionALVA from future work in the City of Raleigh. I N 1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR j SANITARY SEWER DESIGN INFORMATION. LI 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME -J UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. V) 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON LI__I rr r^� Q l..J PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. Q 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE z SHOWN AS DASHED. O 5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX I CULVERT AJGNMENTS SHALL BE 4". THE ACCEPTABLE RANGE OF Q Lij SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS J S1 -S4. CL 6. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER = N C) ci� DESIGN INFORMATION. LLJ U :!E a - —D z o z m��a W � cry LLJ a Z� DO O\� O VERTICAL SCALE 2 0 1 2 4 LL O N 1 INCH � 2 FEET � � DATE: JUN 2017 HORIZONTAL SCALE 20 0 10 20 40 DRAWN BY: JEW CHECKED BY PLC 1 INCH - 20 FEET REVISIONS fo NO. DATE FOR REVIEW ONLY Kno—hatsbefow. - — m nor use roe conalRitcnon Callbeforeyoulft INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V NI ConMrubtien m vt,S i. .* fth Is Local. Slots. and 1 "=20' H Rules orR PROJECT TRANSPORTATION FIELD SERNCEs 50079707 PUBLIC UTILITIES ,'4 SEAL r' STORM WATER . 042236 NJ,��,�,`F` PUNN.G 1/� 1 2. 3 FIRE V 1 I/RIIIIIlik URBAN FORESTRY OF TIE 15" RCP TO RCB W/ WATERTIGHT GROUT SEALEDI� CONNECTION (TYP). SEE DETAIL 2/S1 �i 7 35+00 1 INCH = 20 FEET FINISHED GRADE 345 NOW ORPoy��r I ELWIN R. =1 ULT 26 LF OF 15" RCI EXISTING Know What's below. Callbefore you di% AND WIFE c 23LF GRADE NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne MELISSA R. THIBAULT 12'x5' RCB ` 340 DB 7626 PG 250 TRANSPORTATION nEID SERNCES A 345 BM 1960 PG 160 PIN 078.7750446 i = N 3731 SNIFr DR. zanzum a 38 LF OF z V 1 !— EXISTING URBAN FORESTRY ROP @ 1.35% pH$ m in S 340 340 6' DIP WATERMAIN p 340 5 WATER MAIN w w / CURB AND GUTTER. > 12'a6'RCB. t f n is 40.74 NOW OR FORMERLY 4MARY C. LEWNGS, TRUSTEE SEE DETAIL 6/D71 ' CBS PROP lip <:> — OF Now OR FnRMLRLr 1$�B♦ P 5 I I 1sgQP D-7 THE MARY C. LEVINGS BRENT DWAYNEELLER .'n ,l p cas i. } REVOCABLE TRUST AND WIFE O s" I I OB MM PC 276 ELIZABETH SHELTON ELLER II 9M 1950 Pc 160 I PIN 0763751752 DS 5236 PG 51 BM 1959 PG 176 3 ,' 1 tl .! I I 3726 SIFT DR / PIN 0743761315 743761SWIFT 31 5 r 335 DIP �7 335 12' SANAR CONCRETE SIDEWALK (IYP) SBE DETAIL 2/012 SEWERMAINN 333 333 S DI-e/� GRAVEL DRIVEWAY MATCH LINE O I �ej �.. w t7 w PROP 45.24 AND GRADE OF EXISTING DRIVE v asoma 15'RCP (TYP). SEE DETAIL 3/012 TIE 15' RCP TO RCB W/ WATERTIGHT SEALED CONNECTION (TYP). �GROUT ,SEE ,DETAIL 2/S1 35+00 1 INCH = 20 FEET FINISHED GRADE 345 26 LF OF 15" RCI EXISTING Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 23LF GRADE NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 340 12'x5' RCB 3% 340 345 TRANSPORTATION nEID SERNCES A 345 s i = N U � zanzum a 38 LF OF z V 1 !— EXISTING URBAN FORESTRY ROP @ 1.35% pH$ m in S 340 340 15" p 340 5 WATER MAIN w w Oy tt? zo L of > 12'a6'RCB. 12'x5 RCB n is ° of 1Ir 335 335 lip <:> 335 ^ O (7 ONKZ 5 WATER g n H' 333 OH � .'n ,l p MAIN 8 8 6'0 DIP WATER MAIN Act 335 w O 335 ge'HF xg N Co 35+00 40+00 NOTES 1. SEE SHEETS C15—ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED. 5. EXISTING'SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7. SEE SHEETS C19—C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. DI -10 NOW 77. FORMERLY 1 FERNANDO H. MAGALLA OB 15915 PO 2846 BM bifid PG 169 PIN 0783752310 3723 'SWIFT DR. GRAVEL DRNEWAY MATCH UNE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL 3/012 l ASPHALT PAVEMENT SIDEWALK ACCESS RAMP. —_ SEE DETAIL 3/010 Now OR FORMERLY KIMBERLY CURRY—EVANS STANLEY BOGANEY -0B 15945 PG 2864 EPA 1900 PC 160 PM 0707752296 3710 SWIFT DR. CURB AND GUTTER. SEE DETAIL 6/011 345 1 INCH = 20 FEET EXISTING 345 26 LF OF 15" RCI / GRADE Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 23LF OF NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 340 15" RCP @ 1. 3% 340 340 TRANSPORTATION nEID SERNCES A 340 s i = '4 SEAL r' '— STORM WATER U � zanzum a Ze V 1 !— EXISTING URBAN FORESTRY W pH$ m in S ^6`ODIP 340 gg P°l �Tzzzp p n n n 5 WATER MAIN w w Oy tt? zo L of > 12'a6'RCB. 12'x5 RCB 335 ° of 1Ir 335 335 335 ^ O (7 f7 40+00 NOTES 1. SEE SHEETS C15—ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED. 5. EXISTING'SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7. SEE SHEETS C19—C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. DI -10 NOW 77. FORMERLY 1 FERNANDO H. MAGALLA OB 15915 PO 2846 BM bifid PG 169 PIN 0783752310 3723 'SWIFT DR. GRAVEL DRNEWAY MATCH UNE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL 3/012 l ASPHALT PAVEMENT SIDEWALK ACCESS RAMP. —_ SEE DETAIL 3/010 Now OR FORMERLY KIMBERLY CURRY—EVANS STANLEY BOGANEY -0B 15945 PG 2864 EPA 1900 PC 160 PM 0707752296 3710 SWIFT DR. CURB AND GUTTER. SEE DETAIL 6/011 345 1 INCH = 20 FEET 10 LF OF 345 26 LF OF 15" RCI Q4.51% 15' RCP :@ 0.50% Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION FINISHED EXISTING NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 340 GRADE GRADE 340 345 TRANSPORTATION nEID SERNCES lrxs Res 345 s i = '4 SEAL r' '— STORM WATER U � zanzum U K� Ze V 1 !— EXISTING URBAN FORESTRY W pH$ m GRADE ^6`ODIP 340 gg P°l �Tzzzp 340 n n n 5 WATER MAIN w w 7 IF OF zo L of > 12'a6'RCB. 340 335 ° of 1Ir 0.49% 335 myUU 6'@DIP -a "'W RIC. 5 WATER g n H' 333 .'n ,l p MAIN 8 8 (7 Act A w O wu ge'HF xg N Co 335 DIP �7 335 12' SANAR SEWERMAINN 333 333 S �ej �.. w t7 w 40+00 NOTES 1. SEE SHEETS C15—ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN INFORMATION. 2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY. 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY. 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED. 5. EXISTING'SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT. 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE CULVERT. 7. SEE SHEETS C19—C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION. DI -10 NOW 77. FORMERLY 1 FERNANDO H. MAGALLA OB 15915 PO 2846 BM bifid PG 169 PIN 0783752310 3723 'SWIFT DR. GRAVEL DRNEWAY MATCH UNE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL 3/012 l ASPHALT PAVEMENT SIDEWALK ACCESS RAMP. —_ SEE DETAIL 3/010 Now OR FORMERLY KIMBERLY CURRY—EVANS STANLEY BOGANEY -0B 15945 PG 2864 EPA 1900 PC 160 PM 0707752296 3710 SWIFT DR. CURB AND GUTTER. SEE DETAIL 6/011 345 1 INCH = 20 FEET FINISHED GRADE 345 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL EXISTING Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 1 a-2' V "-20' GRADE NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 340 74% 340 345 TRANSPORTATION nEID SERNCES $� 345 s Z <i '4 SEAL r' '— STORM WATER U � H y 0. U K� Ze V 1 !— EXISTING URBAN FORESTRY I pH$ m GRADE ^6`ODIP 340 gg P°l �Tzzzp WATER MAIN n n n 5 WATER MAIN 7 IF OF z of �> > 12'a6'RCB. i» > 335 ° of 1Ir 335 6'0 DIP WATER -a "'W RIC. MAIN 8 333 333 333 (7 Act A w O wu CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21—C23 FOR CULVERT AND UnUTY GEOMETRY AND SHEETS EC17EC6 FOR GRADING AND EROSION CONTROL PLAN The ConslnMion Contractor reaponsible for the extension of water, sewer andlor reuse, as approved in these plans, is responsible for contacting the ENGINEERING SERVICES at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 9984540 at )seal twenty four hours pnor to beginning any of their construction. FAILURE to notify both City Depertments in advance of beginning Construction, Will result in the issuance of monetafy Poles, and require installation of any water or sewer teciflhes not inspected as a resuh of Nis notification failure FAILURE to call for inspection, Install a Downstream Plug, have Pefmdled Plans on Job site, or any other viDishon of City of Raleigh Standards will matin in a Fine and Possible Exclusion fmm future work in the COY of Raleigh. CONCRETE DRIVEWAY MATCH LINE AND GRADE OF EXISTING DRIVE (TYP). SEE DETAIL }/D12 NOW OR FORMERLY MOHAMMED GUEDIkA AND WIFE ' GINA BROWN—GUEDIRA DB 11547 PC 2070 BM 1965 PG 204 PIN 0753752589 3722 SWIFT DR. — TIE CURB AND GUTTER 'INTO EXISTING CURB AND GUTTER. MATCH EXISTING UNE AND GRADE. 9 / END OF PAVING. i MATCH EXISTING ONE AND GRADE TIE 24- RCP TO RCB W/ WATERTIGHT GROUT SEALED CONNECTION (TIP). SEE DETAIL 2/S7 60.00 1 INCH = 20 FEET 0 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL � Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 1 a-2' V "-20' oto NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 1 H 12'x5• RCB PROJECT 345 TRANSPORTATION nEID SERNCES $� 345 PUBLIC UTIUTIES Z <i '4 SEAL r' '— STORM WATER ;a : 012236 s= i9 ,GIN,F.q•.(,WWa H y 0. U K� '�/�ojj1111\"`W V 1 !— EXISTING URBAN FORESTRY I pH$ m GRADE 340 gg P°l �Tzzzp WATER MAIN 340 7 IF OF i» > 24' RCP @ 1 AB% 335 335 -a "'W RIC. 8 SEWER MAI 333 w (7 Act A 60.00 Public Water Distribution / Extension System The City of R,a I h oonpnt. to the cennectbn and eaten.bn of tM f. q. euMk eotw .Yelwn a .poen on Mb Pan. The motwlal end Con.tructbn mNhode used for MIe -j.N .. canlorm to tM etonderd. and .aecircatkn. of Me OIY. Puwk LOW. H,,- ., ,, mOb a R.aae Puaac Ut1Rir oywbeM PamM F Avdaruaa.n b Cmebwl Public Sewer Collection / Extension System The LItY of RWaiph conesnte to lie connclion and mtenekn 0 Me city. Pub's ......ptwn m .hean en thin Plan. Th. matwlal and Can.Wctlon m ... — ler Mh wejwt .hdl cmrwrn to Me .tend- and specMcadan. of the Oty'. PU UMlpa 11'r - OR, . .111 landeook.aNalwN10 ar.— PwMI / WNa1Mun m terrWn oat. 55.00 VERTICAL SCALE 2 0 1 2 4 1 INCH = 2 FEET HORIZONTAL SCALE 20 0 10 20 40 .�. >a a � .Z„ O pl: k7 W Z U Tj z I AGN bX, od c � U 0 �o�mBw 3 Q N W Q� LI -_I c I Q I (n = U N o U W a Z 0 Lj \ Q m a j H— U� z W (n z LLl 0 :�i Do LLJ No 0 Cf) Qo a- N DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS N0. I DATE 1 INCH = 20 FEET FINISHE GRAD€ INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL EwsnNc Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 1 a-2' V "-20' GRADE NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 1 H 12'x5• RCB PROJECT 340 TRANSPORTATION nEID SERNCES 5007970.7 340 PUBLIC UTIUTIES Z 40JIMLF OF '4 SEAL r' '— STORM WATER ;a : 012236 s= i9 ,GIN,F.q•.(,WWa H y 0. 15^ RCP @ 1.30% '�/�ojj1111\"`W V 1 Z URBAN FORESTRY I pH$ m 6'O DIP gg P°l �Tzzzp WATER MAIN i» > 335 335 -a 12'0 DIP SEWER MAI 333 333 Act A w wu Public Water Distribution / Extension System The City of R,a I h oonpnt. to the cennectbn and eaten.bn of tM f. q. euMk eotw .Yelwn a .poen on Mb Pan. The motwlal end Con.tructbn mNhode used for MIe -j.N .. canlorm to tM etonderd. and .aecircatkn. of Me OIY. Puwk LOW. H,,- ., ,, mOb a R.aae Puaac Ut1Rir oywbeM PamM F Avdaruaa.n b Cmebwl Public Sewer Collection / Extension System The LItY of RWaiph conesnte to lie connclion and mtenekn 0 Me city. Pub's ......ptwn m .hean en thin Plan. Th. matwlal and Can.Wctlon m ... — ler Mh wejwt .hdl cmrwrn to Me .tend- and specMcadan. of the Oty'. PU UMlpa 11'r - OR, . .111 landeook.aNalwN10 ar.— PwMI / WNa1Mun m terrWn oat. 55.00 VERTICAL SCALE 2 0 1 2 4 1 INCH = 2 FEET HORIZONTAL SCALE 20 0 10 20 40 .�. >a a � .Z„ O pl: k7 W Z U Tj z I AGN bX, od c � U 0 �o�mBw 3 Q N W Q� LI -_I c I Q I (n = U N o U W a Z 0 Lj \ Q m a j H— U� z W (n z LLl 0 :�i Do LLJ No 0 Cf) Qo a- N DATE: JUN 2017 DRAWN BY: JEW CHECKED BY: PLC REVISIONS N0. I DATE 1 INCH = 20 FEET INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE Know What's below. Callbefore you di% CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION 1 a-2' V "-20' NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and Fedarol %Iiis and Reyulalicne 1 H PROJECT `OQ\\\%,"IT��0�/11I//// TRANSPORTATION nEID SERNCES 5007970.7 =bY' d.1S PUBLIC UTIUTIES '4 SEAL r' '— STORM WATER ;a : 012236 s= i9 ,GIN,F.q•.(,WWa PUNNING FIRE 1%� 1 3. 3 '�/�ojj1111\"`W V 1 URBAN FORESTRY I -- — 6' DIP — — _- B WATERMAIN . CB -12 CATCH BASIN (TYP). SEE DETAIL J& SS'T' CURB AND GUTTER. ss ) SEE DETAIL 6/D11 NOW OR FORMERLY GEORGE V. PECCI AND WIFE' JANET T. PECCI DB 2082 PG 135 BM 1965 PG Z04 PIN 0783755471 3701 SWIR OR. 20' DRAINAGE I I I I I OR INLET. SE DETAIL 1/D5 EASEME:N4-ekt 1965 2 3 PROP. 15' RCP-\ PROTECT EXISTING GAS SERVICE. SSCOORDINATE WITH v DIP SWIFT DR — PSNC. WATERMNN /BO' PU3LIo R/W L Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh STING GRADE INISHED I I ¢ $16m� ! It v $ MATCH LINE AND GRADE NON OR FORMERLY EDWARD JAMES DUNPHY NOW OR FORMERLY \ E 4'x4' RCB INTO B. WATERTIGHT \ GOUT SEALED NECTION. SEE DET L' 2/S1 AND WIFE JUDITH KAY DUNPHY DB 3455 PG 155 BM 1985 P9 204 -PN 0783754435 3708 swlR DR. R LACE 22 LF - OF EXISTING I 8'x5' RCB l KENNNOETHOR 0LRM. MERLrDLIN STANLEY BOGANEY OB 9779 PG 344 AND WIFE DB 15946 PO 26"i 'I JONA P. M£DLIN BM 1960 PG 160 PN 07a17WV6 I -- — 6' DIP — — _- B WATERMAIN . CB -12 CATCH BASIN (TYP). SEE DETAIL J& SS'T' CURB AND GUTTER. ss ) SEE DETAIL 6/D11 NOW OR FORMERLY GEORGE V. PECCI AND WIFE' JANET T. PECCI DB 2082 PG 135 BM 1965 PG Z04 PIN 0783755471 3701 SWIR OR. 20' DRAINAGE I I I I I OR INLET. SE DETAIL 1/D5 EASEME:N4-ekt 1965 2 3 PROP. 15' RCP-\ PROTECT EXISTING GAS SERVICE. SSCOORDINATE WITH v DIP SWIFT DR — PSNC. WATERMNN /BO' PU3LIo R/W L ME — — — Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh STING GRADE INISHED CONCRETE DRIVEWAY I ¢ $16m� ! It v $ MATCH LINE AND GRADE NOW OR FORMERLY NOW OR FORMERLY 340 F W E KIMBERLY CURRY—EVA�JSI l KENNNOETHOR 0LRM. MERLrDLIN STANLEY BOGANEY OB 9779 PG 344 AND WIFE DB 15946 PO 26"i 'I JONA P. M£DLIN BM 1960 PG 160 PN 07a17WV6 I DB 3736 PG 273 3719 SWIFT DR. BM 1960 PO 130 PIN 0733753292 1 I I 3715 SWIFT OR. ME — — — Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh STING GRADE INISHED CONCRETE DRIVEWAY I ¢ $16m� ! It v $ MATCH LINE AND GRADE NOW OR FORMERLY OF EXISTING DRIVE (TYP). 340 SEE DETAIL 3/D12 V 340 SUSAN E. KAHLER EXISTING OB 9779 PG 344 335 am 1960 PG 480 GRADE 5 330 3711 SWIFT OR. (919) 996.4540 at least t—ti, fourleun Prior to beginning any nj m O zzz 340 of Meir construction. vy 340 W x 12'x5' RCB II 335 335 WATER MAIN 2DZ ONK" 335 325 not Inspected as a result of this notification failure. t7 LF 325 SHOWN FOR CLARITY. S 15" RCP @ 0.56% 330 Permitted Plans on Job site. or any other Violation of City of 13'x5' RCB 330 335 n� �LL O EXISTING ME — — — Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh STING GRADE INISHED CONCRETE DRIVEWAY I ¢ $16m� ! It v $ MATCH LINE AND GRADE NOW OR FORMERLY OF EXISTING DRIVE (TYP). DEVIN B. KAHLER SEE DETAIL 3/D12 AND 335 SUSAN E. KAHLER responsible extension of water, sewer and/or reuse, as approved in these plans, Is OB 9779 PG 344 335 am 1960 PG 480 EXISTING PIN 0783754156 330 3711 SWIFT OR. (919) 996.4540 at least t—ti, fourleun Prior to beginning any 75+00 0 3 Now OR FDRYDiLr 0 NOW ON Fam LY GERALD K. GRAHAM RICHARD S. WARR AND WIFE a AND WIFE RAMONA S. GRAHAM > I KAREN 9ROYCE WARR < OB. 20DB 423 Pc 388 36 PG 210 ... BM 1985 PG 204 am 1965 PG 204 PIN 0783758357 i PIN 07'067R. IR 3612 SWIFT R. 3700 SWOR. R DR. D I b N T - PERMANENT PUBLIC / i DRAINAGE EASEMENT ' I I EASEMENT -BM 1965 P - 42 RCP INTO RCB.- ;` - r WJGHT GROUT SEALED CONNECTION: SSE DETAIL — I CB -18 F�7 B1-16 1 . TIE 15- RCP TO RCB Will -� WATERTIGHT GROAT SEALED 1� CONNECTION (TYP). SEE I DETAIL 2/S1 MICHAEL SKE I AND COURTNEY D. 'ERKE DB.. 13903 PG 1 4 PIN 074LTJ35773 J7O7 SWIR OIL SS 6' CPP INV APPROX. 332.15 i I -\ CPP \ 0'� CPP 9£LBOW Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh STING GRADE INISHED Lw ¢ $16m� ! It v $ FINISHED GRAD E _jA `\ 335 13'x5' RCB 72'x5' RCB 335 335 responsible extension of water, sewer and/or reuse, as approved in these plans, Is oz 30 LF - 335 330 EXISTING 42" RGP tP OP % BY OTHERS AT' RCP 4$ 2 330 IY (919) 996.4540 at least t—ti, fourleun Prior to beginning any a, KA zzz 340 of Meir construction. vy 340 W x 610 DIP II 335 () WATER MAIN 2DZ ONK" 335 325 not Inspected as a result of this notification failure. EXISTING 325 SHOWN FOR CLARITY. S f GRADE 1 Permitted Plans on Job site. or any other Violation of City of 13'x5' RCB u �LL 335 75+00 0 3 Now OR FDRYDiLr 0 NOW ON Fam LY GERALD K. GRAHAM RICHARD S. WARR AND WIFE a AND WIFE RAMONA S. GRAHAM > I KAREN 9ROYCE WARR < OB. 20DB 423 Pc 388 36 PG 210 ... BM 1985 PG 204 am 1965 PG 204 PIN 0783758357 i PIN 07'067R. IR 3612 SWIFT R. 3700 SWOR. R DR. D I b N T - PERMANENT PUBLIC / i DRAINAGE EASEMENT ' I I EASEMENT -BM 1965 P - 42 RCP INTO RCB.- ;` - r WJGHT GROUT SEALED CONNECTION: SSE DETAIL — I CB -18 F�7 B1-16 1 . TIE 15- RCP TO RCB Will -� WATERTIGHT GROAT SEALED 1� CONNECTION (TYP). SEE I DETAIL 2/S1 MICHAEL SKE I AND COURTNEY D. 'ERKE DB.. 13903 PG 1 4 PIN 074LTJ35773 J7O7 SWIR OIL SS 6' CPP INV APPROX. 332.15 i I -\ CPP \ 0'� CPP 9£LBOW 80+00 Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh Z a Lw ¢ $16m� ! It v $ FINISHED GRAD pL1e OK `\ 335 13'x5' RCB 72'x5' RCB 335 340 responsible extension of water, sewer and/or reuse, as approved in these plans, Is oz 30 LF - 340 1Wwu m W C U EXISTING m ?N z RCP ®169% IY (919) 996.4540 at least t—ti, fourleun Prior to beginning any 15" RCP zzz 340 of Meir construction. LLj7-1 f rl V�7 340 W x �a II 335 () y� � 2DZ ONK" 335 n Z L -LL not Inspected as a result of this notification failure. EXISTING SHOWN FOR CLARITY. FAILURE to cell for Inspecton, Install a Downstream Plug, have f GRADE 1 Permitted Plans on Job site. or any other Violation of City of 13'x5' RCB O 335 n� 335 O EXISTING x. a SHOWN AS DASHED. L_L_ 15' RCP <�>] WATER MAIN J 16 LF OF 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO WATER MAIN 15' RCP EXISTING B' X 5' BOX CULVERT.N 330 C) 0.61 330 F, aZ 330 W G 330 329 329 U 80+00 65 -DD CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh EXISTING Lw ¢ $16m� ! It v $ FINISHED GRAD GRADE `\ 335 13'x5' RCB 72'x5' RCB 335 340 responsible extension of water, sewer and/or reuse, as approved in these plans, Is oz 30 LF - 340 1Wwu m W C U EXISTING Cell before you lig z RCP ®169% IY (919) 996.4540 at least t—ti, fourleun Prior to beginning any 15" RCP zzz 15- of Meir construction. LLj7-1 f rl V�7 330 W x �a a.m^ 335 () y� � C 14.3 335 n Z L -LL not Inspected as a result of this notification failure. rcn 0 SHOWN FOR CLARITY. FAILURE to cell for Inspecton, Install a Downstream Plug, have K to Permitted Plans on Job site. or any other Violation of City of < O n� O x. a SHOWN AS DASHED. L_L_ nzp 60DIP <�>] WATER MAIN J 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO WATER MAIN . tat2 EXISTING B' X 5' BOX CULVERT.N 330 C) 12' 0 DIP SANITARY 330 F, aZ W 65 -DD CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING CONSTRUCTION SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN 85+00 Public Water Distribution / Extension System The City of Raelah ceneenb IP tM aomeatbn and eetMe of the g=was ,,u— as Mown en Mb Pm. TM met— and meMMs — far Nle -pot shaX —I— to tM etandwde and ptlfkolkne of the CH1le — un— Her— Ott .%.o P— IMII. arP — Ax w— h 0,—, mh Public Sewer Collection / Extension System the City of Rmegh aaneenta to the c..— and extenYon rf the GlY• DaDlc sewer eyete, ae Mown M the Plan. The —xi and Lonehuct an maMode used ler thb walxt Mal wnNrm to the at.,e,rde and aaaciRwbma of Me Otis PYWk Ut1ItNe Hondl—,. Cay of Mbgh Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh FINISHEDGRAGE Lw ¢ $16m� ! It v $ from future work In the Gay of Raleigh EXISTING GRADE `\ 335 13'x5' RCB Pl0IE5: 335 z'mSw �_W responsible extension of water, sewer and/or reuse, as approved in these plans, Is oz 30 LF - w 1Wwu m W C U esponsible for contectn9 the ENGINEERING SERVICES at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at Cell before you lig z RCP ®169% IY (919) 996.4540 at least t—ti, fourleun Prior to beginning any CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION 15- of Meir construction. LLj7-1 f rl V�7 330 11111111NI///// `�OQ,l 1 `100h, d7� SEAL r �_ �a a.m^ 330 () lines, and require reinstalletkln of any water or sewer facllltles C 14.3 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT n Z L -LL not Inspected as a result of this notification failure. rcn 0 SHOWN FOR CLARITY. FAILURE to cell for Inspecton, Install a Downstream Plug, have CV Permitted Plans on Job site. or any other Violation of City of < O o O SHOWN AS DASHED. L_L_ W 6"0 DIP J 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO WATER MAIN EXISTING B' X 5' BOX CULVERT.N 325 C) 12' 0 DIP SANITARY 325 U SEWER MAIN G w 85+00 Public Water Distribution / Extension System The City of Raelah ceneenb IP tM aomeatbn and eetMe of the g=was ,,u— as Mown en Mb Pm. TM met— and meMMs — far Nle -pot shaX —I— to tM etandwde and ptlfkolkne of the CH1le — un— Her— Ott .%.o P— IMII. arP — Ax w— h 0,—, mh Public Sewer Collection / Extension System the City of Rmegh aaneenta to the c..— and extenYon rf the GlY• DaDlc sewer eyete, ae Mown M the Plan. The —xi and Lonehuct an maMode used ler thb walxt Mal wnNrm to the at.,e,rde and aaaciRwbma of Me Otis PYWk Ut1ItNe Hondl—,. Cay of Mbgh Raleigh StandaN will result in a Fine and Possible Excitation Pahk Nitta Deli — Perna / AWNaNeon b DaMm�Y Doh DRAWN BY: JEW Lw ¢ $16m� ! It v $ from future work In the Gay of Raleigh ^ ' V `\ ATTENTION CONTRACTORS The Construction Contactor far the Pl0IE5: (D z'mSw �_W responsible extension of water, sewer and/or reuse, as approved in these plans, Is 1. SEE SHEETS C15-ClB SANITARY SEWER PLAN/PROFILE SHEETS 1Wwu m W C U esponsible for contectn9 the ENGINEERING SERVICES at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at Cell before you lig S2 y z (919) 996.4540 at least t—ti, fourleun Prior to beginning any CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V of Meir construction. LLj7-1 f rl V�7 1 "-20' H 11111111NI///// `�OQ,l 1 `100h, d7� SEAL r �_ FAILURE to notify both City Departments in advance of beginning Construction , will result In the issuance of monetary, SOME UTUTIES NOT SHOWN IN ENTIRETY FOR CLARITY. `J I Q7 () lines, and require reinstalletkln of any water or sewer facllltles C 14.3 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT n Z L -LL not Inspected as a result of this notification failure. SHOWN FOR CLARITY. FAILURE to cell for Inspecton, Install a Downstream Plug, have CV Permitted Plans on Job site. or any other Violation of City of < O Raleigh StandaN will result in a Fine and Possible Excitation HORIZONTAL SCALE DRAWN BY: JEW 20 0 10 20 40 from future work In the Gay of Raleigh ^ ' V `\ 1 INCH - 20 FEET REVISIONS Pl0IE5: 1 NO. DATE 1. SEE SHEETS C15-ClB SANITARY SEWER PLAN/PROFILE SHEETS LLI _> Cell before you lig FOR SANITARY SEWER DESIGN INFORMATION. / CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V 2. EXISTING UnUTIES SHOWN IN APPROXIMATE MANNER ONLY. LLj7-1 f rl V�7 1 "-20' H 11111111NI///// `�OQ,l 1 `100h, d7� SEAL r �_ TRANSPORTATION FIELD SERVICES PUBLIC UTIUTIES STORM WATER SOME UTUTIES NOT SHOWN IN ENTIRETY FOR CLARITY. `J I Q7 () PLANNING FIRE URBAN FORESTRY C 14.3 3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT n Z L -LL r\ SHOWN FOR CLARITY. CV < O 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE O SHOWN AS DASHED. L_L_ W J 5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' BOX CULVERT.N C) 6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER U CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN LI__I RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH U OUTSIDE EDGES OF THE CULVERT. Z ON 7. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR Q ] z WATER DESIGN INFORMATION. Q:L m��� Un z LLI C„ zCWa� O ILL LLJ GO > o VERTICAL SCALE (n � o 2 0 1 2 4 LSI 1 INCH - 2 FEET DATE: JUN 2017 HORIZONTAL SCALE DRAWN BY: JEW 20 0 10 20 40 CHECKED BY: PLC `\ 1 INCH - 20 FEET REVISIONS 1 NO. DATE Know hats beloVIL Cell before you lig INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL SCALE CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION 1 "=2' V Al Condruction must Min —danoe with dl Local. State. anti Fedeel Rules and Requkkione 1 "-20' H 11111111NI///// `�OQ,l 1 `100h, d7� SEAL r �_ TRANSPORTATION FIELD SERVICES PUBLIC UTIUTIES STORM WATER PROJECT PROJECT - • 042236 e;a;= NiJNipVP�p PLANNING FIRE URBAN FORESTRY C 14.3 OF