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Home My WebLink AboutJanuary 14, 2025 Regular MeetingAGENDA Lillington Board of Commissioners Regular Monthly Meeting Lillington Town Hall 102 East Front Street Lillington, North Carolina 27546 January 14, 2025 6:00pm CALL TO ORDER MAYOR GLENN MCFADDEN WELCOME MAYOR GLENN MCFADDEN PLEDGE OF ALLEGIANCE MAYOR GLENN MCFADDEN INVOCATION COMMISSIONER MARSHALL PAGE CONSIDERATION OF AGENDA PUBLIC COMMENT Public comment is an opportunity for citizens wishing to present unscheduled items of concern or interest to the Commissioners. It is requested that citizens limit their presentations to three (3) minutes. CONSENT AGENDA All items on the Consent Agenda are considered routine, to be enacted by one motion without discussion. If a Governing Body member or citizen requests discussion of an item, the item will be removed from the Consent Agenda and considered separately. Item #1 Approval of Work Session Meeting Minutes from December 9, 2024 Item #2 Approval of Closed Session Meeting Minutes from December 9, 2024 Item #3 Approval of Regular Session Meeting Minutes from December 10, 2024 Item #4 Approval of Resolution Declaring Surplus Property Item #5 Approval of Right of Way Encroachment Agreement Town Easements- 695 NC 210 S Lillington, NC. Item #6 Approval of Budget Amendment FY24-25 Budget Amendment #6 Item #7 Approval of Professional Services Agreement with KCI for Town of Lillington Land Use Plan Update Town of Lillington | 2 Item #8 Approval of Stewart Contract for an Additional Services Work Authorization Form for Downtown Item #9 Approval of Offer to Purchase Contract with KDP Development, LLC for Property Located at 2873 NC 210, Lillington NC PUBLIC HEARING Item #10 Public Hearing on the Question of Setting Aside Decision from July 9, 2024 for Annexation of the Noncontiguous Satellite Area PIN #: 0662-90-5908.000. Case Number ANX-24-03 (G&J Development, LLC) Landon Chandler, Planning Director Item #10A Consideration of Approval to Setting Aside the Decision from July 9, 2024 on An Ordinance to Extend the Corporate Limits of the Town of Lillington (G&J Development) Landon Chandler, Planning Director Item #11 Public Hearing on Establishing a No Parking Ordinance on Multiple Town Streets Lindsey B. Lucas, Town Clerk Item #11A Consideration of Approval of Establishing a No Parking Ordinance on Multiple Town Streets Lindsey B. Lucas, Town Clerk NON-AGENDA ITEMS Non-Agenda items is an opportunity for the Commissioners, Attorney or Staff to present unscheduled items that need consideration by the Board. ADJOURNMENT AGENDA ITEM SUMMARY Date of Meeting: January 14, 2025 Staff Work By: Lindsey B. Lucas, Town Clerk Lisa B. Young, Assistant Town Manager Joseph Jeffries, Town Manager Alicia Adams, Administrative Services Director AGENDA ITEM Consent Agenda Items ITEM SUMMARY All items on the Consent Agenda are considered routine, to be enacted by one motion without discussion. If a Governing Body member or citizen requests discussion of an item, the item will be removed from the Consent Agenda and considered separately: Item #1 Approval of Work Session Meeting Minutes from December 9, 2024 Item #2 Approval of Closed Session Meeting Minutes from December 9, 2024 Item #3 Approval of Regular Session Meeting Minutes from December 10, 2024 Item #4 Approval of Resolution Declaring Surplus Property Item #5 Approval of Right of Way Encroachment Agreement Town Easements- 695 NC 210 S Lillington, NC. Item #6 Approval of Budget Amendment FY24-25 Budget Amendment #6 Item #7 Approval of Professional Services Agreement with KCI for Town of Lillington Land Use Plan Update Item #8 Approval of Stewart Contract for an Additional Services Work Authorization Form for Downtown Item #9 Approval of Offer to Purchase Contract with KDP Development, LLC for Property Located at 2873 NC 210, Lillington NC RECOMMENDED ACTION Approve consent agenda items as recommended by staff. AGENDA ITEMS #1-9 Lillington Board of Commissioners December 09, 2024 Work Session Meeting Minutes Work Session Meeting of the Town Board of the Town of Lillington, Monday, December 09, 2024 at 8:30 a.m. at the Lillington Town Hall (102 E. Front Street), Lillington, North Carolina. Board Members Present: Mayor Pro Tempore Neil McPhail Commissioner Rupert Langdon Commissioner Marshall Page Commissioner Danny Babb Commissioner Patricia Moss Board Members Absent: Mayor Glenn McFadden Staff Present: Joseph Jeffries, Town Manager Lisa Young, Assistant Town Manager Lindsey Lucas, Town Clerk Landon Chandler, Planning Director Shane Cummings, Engineer Brian Hyde, Senior Infrastructure Inspector Ashley Wimberly, Public Works Director Skylar Russell, Assistant Public Works Director William Baker, Parks and Recreation Director John Bethune, Fire Chief Call to Order & Welcome: Mayor Pro Tempore Neil McPhail called the meeting to order at 8:30 a.m. NEW BUSINESS Item #1 Consideration of ABC Board Appointment Mayor Pro Tempore McPhail recognized Lindsey Lucas, Town Clerk. Ms. Lucas stated there was a vacancy on the ABC Board. Commissioner Marshall Page, who is up for reappointment, was the only application received for the vacancy. The vacancy was posted on the Town website. The term will end October 2027. Commissioner Langdon made a motion to reappoint Marshall Page to the ABC Board. Commissioner Moss seconded the motion that passed 4-0. Item #2 Discussion and Consideration of Resolution of Tentative Award Mayor Pro Tempore McPhail recognized Alicia Adams, Administrative Services Director. Ms. Adams stated A Resolution of Tentative Award is required by the Division of Water Infrastructure for approval of the project. Attached for your review is the letter of recommendation from Meyers Engineering. Staff requested Meyers Engineering to reduce the scope of the project because the project was over budget. Meyers Engineering did so and was able to reduce the scope of the project by approximately $350,000 by making some adjustments. Staff will meet with Meyers and Sanford Contractors, Inc to negotiate the bid provided. If an agreement can be reached staff request approval of the Resolution of Tentative Award contingent on agreed cost to submit to DWI. Commissioner Page made a motion to approve a Resolution of Tentative Award. Commissioner Langdon seconded the motion that passed 4-0. Lillington Board of Commissioners December 09, 2024 Work Session Meeting Minutes Item #3 Discussion Regarding Contract #2 Change Order #1 Highway 210 Sewerline and Pump Station Project Mayor Pro Tempore McPhail recognized Alicia Adams, Administrative Services Director. Ms. Adams stated a change order was needed to extend the contract to cover the time needed to finish the project. Commissioner Page made a motion to approve Contract #2 Change Order #1 Highway 210 Sewerline and Pumpstation Project. Commissioner Langdon seconded the motion that passed 4-0. Item #4 Consideration of Cape Fear 6-hour Holiday Endurance Run December 2025 Mayor Pro Tempore McPhail recognized Lindsey Lucas, Town Clerk. Ms. Lucas stated that Lisa McFadden as requested approval from the Board to host a 6-Hour Holiday Endurance Run in December 2025. The event will be held at the Cape Fear Shiner Park and it will raise money for the Harnett County Food Pantry. Commissioner Babb made a motion to approve the hosting of the Cape Fear 6-hour Holiday Endurance Run. Commissioner Moss seconded the motion that was approved 4-0. Item #5 Administrative Reports Capital Projects Update- Mayor Pro Tempore McPhail recognized Alicia Adams, Administrative Services Director. Ms. Adams went over the following updates; SCIF Grants Downtown Facilities Stewart, Inc. is continuing to work on the construction drawings for Downtown. Staff has received cost estimates from Duke Energy for relocation of utilities. The Town has entered into a contract with Duke Energy including a non-refundable deposit of $90K. The Town is awaiting actual cost for construction for underground utilities. Staff is continuing to work closely with Ducke Energy and Pike. McAdams has incorporated Stewart’s drawings, the Golden Leaf Project will be the first completed in Downtown. There are a few final comments/adjustments but they are minor and will not take long to complete. Duke Energy has completed the drawings and were reviewed by Staff and Stewart. Pike is currently working through the comments to make adjustments. Pike Engineering is continuing to work on pedestrian and roadway lighting. Pike Engineering is doing both the roadway lighting and the parking lot lighting. Stormwater Resiliency Funds Staff was notified that the State allocated $3.5 million for Stormwater infrastructure improvements and stream restoration, to provide more efficient stormwater management and flood resiliency. Project components will include stormwater management, replacing undersized culverts, and stabilizing streambanks to improve flood resiliency. Projects: Lillington Board of Commissioners December 09, 2024 Work Session Meeting Minutes 1. Downtown Stormwater Improvements • Design construction documents have been submitted to the Town and are currently under review. • Consultants are coordinating with the railroad RJ Corman to put in an additional crossing. • Environmental consultants are currently studying the proposed location for the pond. • McAdams has submitted a proposed location for the Stormwater pond and is currently under review by staff. 2. Railroad Crossing • RJ Corman met with staff last week and let them know that they did not intent to claim the pipe under the railroad. Staff is going to reach out to Mr. Buzzard to determine next steps and how staff should move forward with the repairs which are located on Town property. 3. 13th Street Reservoir • McAdams is recommending upsizing the northernmost culvert crossing on S 13th Street to dual RCBC box culverts to eliminate roadway overtopping for the 10 and 25-Year design storms. Although this recommendation is a slight deviation from the 15’W x 6’H RCBC, which is listed as the preferred design alternative (#2) in the previous Town of Lillington Stormwater Assessment, it will better maintain existing stream geometry and lend to more feasible construction and procurement of materials. • Easement exhibits are underway and must be obtained before soliciting for bid ***During Hurricane Debby Golden Leaf Application Stormwater Harnett Street Project Description: The proposed storm drainage improvements would include removal and replacement of existing storm drainage pipe, ranging from 15” RCP to 30” RCP, and removal and replacement of storm drainage structures, including catch basins, drop-inlets, storm drainage manholes, and storm drainage headwalls. The proposed storm drainage infrastructure will effectively capture storm runoff, convey stormwater efficiently inside public right-of-way, and increase the level of service of the storm drainage system. In addition, private storm drainage infrastructure would be relocated to the Town Right-of-Way to allow for easier access for future maintenance and inspections. The probable cost of this project is $1.3 million, the Town has agreed to contribute $250,000 to the project. The Golden Leaf Grant Agreement was approved in June. A project ordinance confirming the Town’s financial contribution was approved at the August Regular Meeting. Lillington Board of Commissioners December 09, 2024 Work Session Meeting Minutes Staff is working closely with McAdams to get the project moving forward. Construction Drawings are mostly completed for this project and has already undergone one review by staff. Fire Station #3 Town staff has finalized the design of Fire Station #3. Construction of Fire Station #3 will be solicited for bid and a GMP will be presented to the Town for approval. The GMP was received by staff on December 3rd and the cost was more than anticipated. Bobbitt was directed to go back and speak with subcontractors to reduce the cost of the project before the Town would commit to the GMP numbers. Financing is currently on hold, but Webster Bank did agree to hold the rate for a February closing date. ARPA S.L. 2022-74 Appropriated Projects All documentation was submitted to the State to fund the Hwy 210 sewer line expansion and Southern Regional Sanitary Sewer/Poorhouse Creek installation of new sanitary sewer interceptor and regional pump station. The total allocation was $9,250,000. Staff has received the offer and acceptance letter from the Department of Water Infrastructure. a. Hwy 210 Sewer line Project Temple Grading signed the NTP August 14, 2023. Construction has begun and is on-going. Contract #1 is now scheduled to be complete by the end of December and Contract #2 for the pump station by mid-January. b. Poorhouse Creek Covered under agenda item #2. LASII Grant Staff submitted the LASII grant application October 2, 2023 requesting $500,000 to develop and implement a new stormwater utility to provide a predictable, equitable and ongoing funding source for its stormwater program. The activities that the Town seeks to accomplish with the funding that the utility will provide include: • Increasing the flood resiliency of the transportation system in and through the Town; • Funding stormwater Capital Improvement Projects (CIPs) to address stormwater quantity and quality issues; • Handling critical maintenance needs and operations; and • Meeting planning and implementation needs. The scoping document was approved by DWI, the grant agreement and the acceptance of funding resolution was approved at the August meeting. The McAdams engineering services contract was approved at the August meeting. The project schedule is two years, with a completion date of August 2026. Lillington Board of Commissioners December 09, 2024 Work Session Meeting Minutes Staff had the kick off meeting September 20th with McAdams and staff is working to gather the information needed to start the evaluation process. McAdams will spend the next several weeks in Town collecting data on current Stormwater infrastructure. S.L. 2023 Appropriated Funds The Town was appropriated $11,062,500 through Session Law in 2023. Administrative cost for the funds is $331,875.00. Available funds remaining are $10,730,625. Additional Proposed projects with remaining funds: 1. Water Tank $4.5 million • Request for Qualifications were accepted at Town Hall July 16th at 2:00pm • Four firms submitted and are currently under review • Request for funding have been approved by DWI and all required documents are on the consent agenda for approval. • Project Ordinance has been approved • A firm was selected and their contract is on the consent agenda for approval 2. WWTP project $3.1 million • Request for funding have been approved by DWI and all required documents are on the consent agenda for approval. • Project Ordinance has been approved Staff completed request for funding forms to the Division of Water. Following completion of the required documents staff can begin the projects. North Harnett WWTP Capacity Upgrade Harnett County has begun the process of submitting reimbursement requests to the Town for the Town’s portion of the WWTP. Currently, there are two outstanding invoices that Town staff is waiting for DWI to approve. HWY 210 Fire Station Sewer line Extension All contract documents and bonds have been received and a notice to proceed has been issued to Autry Grading. Current completion date of May 2025. Lillington Board of Commissioners December 09, 2024 Work Session Meeting Minutes Monthly Financial Report – Mayor Pro Tempore McPhail recognized Lisa Young, Assistant Town Manager. Ms. Young reviewed the monthly summaries for the Town’s revenues, expenditures, and year-to-date fund balances in the General Fund, Water/Sewer Fund, and the Powell Bill Fund for the month of November. Town Manager’s Report – Mayor Pro Tempore McPhail recognized Joseph Jeffries, Town Manager. Mr. Jeffries gave the following updates; - Updated the Board on the Website progress - Mr. Jeffries wanted the Board to know that Sara Morrison with Pine State Street Physical Therapy has been contacted and the process is starting. Mr. Jeffries thinks it will be a good idea to hire a part time person for the Lillington History Museum until it is up and running. Commissioner Moss stated that we need to find the establishment of Corporation contract before doing this. Staff will try and locate this document. Mr. Jeffries asked what the Board thought about removing the diseased trees around Marcelle Brown Jr. Way and plant new ones. It was the consensus of the Board to remove the dead trees and plant new ones. Item #6 Discussion of Regular Meeting Agenda for December 10, 2024 Mayor Pro Tempore reviewed the Agenda for the December 10, 2024, Regular Meeting. Item #7 Closed Session to Meet per §143-318.11(a)(4)(5)(6) Commissioner Babb made a motion to enter Closed Session. Commissioner Page seconded the motion that passed 4-0. Commissioner Babb made a motion to come out of Closed Session. Commissioner Page seconded the motion that passed unanimously. Adjournment: The meeting adjourned following the unanimous approval of a motion by Commissioner Langdon and a second by Commissioner Page. Attest: ____________________________ _______________________________ Lindsey B. Lucas, Town Clerk Glenn McFadden, Mayor Lillington Board of Commissioners December 10, 2024 Regular Board Meeting of the Town Board of the Town of Lillington, Tuesday, December 10, 2024 at 6:00 p.m. at the Lillington Town Hall (102 E. Front Street), Lillington, North Carolina. Board Members Present: Mayor Glenn McFadden Mayor Pro Tempore Neil McPhail Commissioner Marshall Page Commissioner Rupert Langdon Commissioner Danny Babb Commissioner Patricia Moss Staff Present: Joseph Jeffries, Town Manager Lisa Young, Assistant Town Manager Lindsey B. Lucas, Town Clerk Alicia Adams, Administrative Services Director Frank Powers, Police Chief William Baker, Parks & Recreation Director Rachel Haire, Town Attorney Call to Order & Welcome: Mayor Glenn McFadden called the meeting to order and welcomed those in attendance at 6:00 p.m. Invocation: Commissioner Page held the invocation. Agenda Consideration: Mayor Glenn McFadden presented the agenda for the consideration by the Town Board. Commissioner Page moved to approve the agenda as presented. The motion was seconded by Commissioner Moss and approved unanimously. (Minute Book Notation: Agenda is on file at Lillington Town Hall). Public Comment: Mayor Glenn McFadden inquired as to whether anyone wished to address the Town Board. 1. Ray Stanley – 635 Holder Road, Lillington NC 27546 – Mr. Stanley stated everyone with food trucks should be all following the same rules. 2. Virginia Edwards (Owner of “The Wine Thief”) – 432 E Cornelius Harnett Blvd (Business) 9720 Bitter Melon Dr. Angier, NC 27501 (Home) – Ms. Edwards would like the ordinance for Food Trucks to be more lenient. 3. Jaimie Kiemle (Owner of “Gypsy Soul”) – 1179 N. Main Street (Business) 24 CP Stewart Rd.(Home) – Ms. Kiemle would like the ordinance for Food Trucks to be more lenient. Lillington Board of Commissioners December 10, 2024 4. Monique Torres – (Owner of Hometown Medical) – 130 Pine State Street (Business) 46 Tilden Howington Dr. Lillington, NC 27546 – Ms. Torres would like the ordinance for Food Trucks to be more lenient. 5. Norman “Frank” Lewis – 57 Atkins Ferry Ct, Lillington, NC 27546 – Mr. Lewis thanked the Board for putting up the “Lewis Field” sign at the park that honors his father. Consent Agenda: Commissioner Langdon moved that the consent agenda items be approved as amended to the Board. The motion was seconded by Commissioner McPhail and the following consent agenda items were approved unanimously. Item #1 Special Meeting Minutes from November 5 & 6, 2024 Approved Item #2 Regular Session Minutes from November 12, 2024 Approved Item #3 Resolution for the 2025 Meeting Schedule of the Board of Commissioners Approved Item #4 Town of Lillington Technology Policy with NCGS 143-805 Policy Update – S.L. 2024-26 Approved Item #5 Approval of FY24-25 Budget Amendment #5 Approved Item #6 Contract for Engineering Services with Consor North America, Inc. – on-call professional engineering services Approved Item #7 Agreement for Engineer Services by and Between the Town of Lillington and Weston & Sampson Engineers, Inc. Non-Agenda Items: Mayor Glenn McFadden inquired as to whether there were any non-agenda items that should be addressed by Town Board members or staff. - Commissioner Page would like for the Christmas Tree to be moved in the future so it can be better seen by the public. - Commissioner Moss thanked staff for the Christmas goodies - Commissioner McPhail thanked the public for coming to the Board Meeting and voicing their opinions. - Commissioner Babb thanked Mr. Lewis for everything his family has done for the Town over many years. Lillington Board of Commissioners December 10, 2024 Adjournment: The meeting adjourned following the unanimous approval of a motion by Commissioner Langdon and a second by Commissioner Moss. Attest: ____________________________ ____________________________ Lindsey B. Lucas, Town Clerk Glenn McFadden, Mayor TOWN OF LILLINGTON 106 West Front Street ● P.O. Box 296 ● Lillington, North Carolina 27546 Phone: (910) 893-2654 ● Fax (910) 893-3693 ● www.lillingtonnc.com RESOLUTION FY 2025-11 RESOLUTION OF THE TOWN OF LILLLINGTON, NORTH CAROLINA DECLARING SURPLUS PROPERTY AND THE DISPOSAL OF SAID ITEMS WHEREAS, the Town of Lillington Board of Commissioners has set forth that the items listed below are declared to be surplus; and WHEREAS, North Carolina General Statue 160A-267 gives the Town of Lillington authority to dispose of such items via private sale; and WHEREAS, North Carolina General Statute 160A-270(b) gives the Town of Lillington authority to dispose of such items via auction; and WHEREAS, the below items are here by listed: 1976 GMC Truck VIN#TCE666V571530 1989 Pierce Truck VIN#1P9CT02JEKA040537 2003 Dodge Truck VIN#1D7HU18N235131037 2003 Chevrolet Truck VIN#1GBHC24U83E275193 Miscellaneous Items: 13 Macom P7100 Portable Radios 10 Desk Top Chargers 5 Truck Mount Chargers 3 Lapel Mikes 2 Speakers 4 Motorola APX 6500 800MHZ Mobile Radios Box of Misc. Antennas, Wiring Harnesses 2 Life Pac 500 Defibrillators 1 Training Defibrillator NOW, THEREFORE, BE IT RESOLVED BY THE TOWN OF LILLINGTON BOARD OF COMMISSIONERS, that the Town of Lillington shall dispose of the above-mentioned surplus items in the matter deemed most appropriate by the Lillington Town Manager, subject to the provisions of the North Carolina General Statutes. Town of Lillington | 2 106 West Front Street ● P.O. Box 296 ● Lillington, North Carolina 27546 Phone: (910) 893-2864 ● Fax (910) 893-3607 ● www.lillingtonnc.com Adopted this 14th day of January, 2025 Attest: ___________________________ ________________________ Lindsey B. Lucas, Town Clerk Glenn McFadden, Mayor STTHY D HYD HYD TTTFS S 1 0 ' M . B . S . L . 10' M . B . S . L .30'M.B.S.L.20' M.B.S.L.20' M.B.S.L.N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 2PB 2005, PG 687N/FMASSMUTUAL ASSET FINANCE LLCDB 4109, PG 775LOT 3PB 2005, PG 687N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 1PB 2005, PG 687N/FSPIRIT MASTER FUNDING X LLC& SPIRIT REALTYDB 3786, PG 754LOT 2PC F, SL 52-A65.0'70.0' 70.0' 65.0'50' INGRESS/EGRESSEASEMENT, DB 979, PG 69PC F, SL 52-A50.0'N 8 1 ° 0 3 ' 2 2 " W 42 1 . 5 6 'N 4 5 ° 32 ' 22 " W 1 6 5 . 4 3 'C1(T)S 71° 49' 32" E74.17'N 73° 20' 28" E 160.26'S 16° 39' 32" E383.09' (T)S 73° 20' 28" W5.00'S 16° 39' 32" E191.84'C2181.11'N 71° 49' 32" W5.00' (TIE)(TIE) 232.93'N 16° 39' 32" W50.00'106.55'100.40'126.14'GRAVELN 05° 36' 47" W88.30' (TIE)205.92' (TIE)S 22° 48' 03" WCURVE TABLECURVE#C1C2C3C4LENGTH408.22'37.26'39.29'39.25'RADIUS6370.44'1772.37'25.00'25.00'CHD LENGTH408.15'37.26'35.37'35.34'CHD BEARINGN 19° 58' 26" ES 17° 15' 41" ES 70° 24' 40" WS 19° 35' 20" E148.96' (TIE)S 25° 23' 12" W163.81' (TIE)S 25° 23' 12" W(T I E ) 1 9 7 . 0 8 ' N 6 4 ° 3 3 ' 5 2 " W (TIE)C3C4(TIE)NC GRID NAD83(2011)SS5/8"EIR(1.6'BG)5/8"SIR(0.1'BG)1/2"EIR(0.2'BG)SMAGN 596,996.849 sFTE 2,054,002.607 sFT5/8"EIR(0.3'BG)5/8"EIR (1.2'BG)N 596,590.444 sFTE 2,053,639.185 sFTNAD83(2011)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.1'BG)5/8"EIR(0.2'BG)5/8"SIR(0.1'BG)5/8"EIR(0.1'BG)1"EIPBENT(0.1'BG)1"EIP(0.2'BG)5/8"EIRIN ASPHALT(FLUSH)MAG5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)S NC HWY 210R/W VARIESS. MAIN ST.R/W VARIES20' SEWER EASEMENTPB 2005, PG 687PROPERTY LINE SHOWNAS PER DB 838, PG 2620' SEWER EASEMENTPB 2005, PG 68720' DRAINAGE EASEMENTPB 2005, PG 687S S S 10' M.B.S.L.PROPERTY LINE SHOWNAS PER PC F, SL 52-ASTOTAL PARCEL AREA199,193.41 SF4.57 ACTRACT 1PIN: 0559-36-9539PID: 100559 0032TRACT 2PIN: 0559-36-9800PID: 100559 0521TRACT 3PIN: 0559-36-8990PID: 10055906020001 03 40' WIDE UTILITYEASEMENT (TYP.)EASEMENT OVERFUTURE SANITARYSEWER (TO BERECORDED UNDERSEPARATE COVER )PROPERTY LINES TOBE VACATED (UNDERSEPARATECOVER)(TYP.)REMOVE EXISTINGGRAVEL ENTRANCEPROPOSED FILLOF 1,518.0 SF(0.035 AC)OF SECTION 404WETLANDSPROPOSED FILLOF 90.0 SF(0.002 AC)OF WETLANDSIMPACTS WITHIN 100' BUFFER:·32,956 SF OF TEMPORARYDISTURBANCE·8,692 SF OF PERMANENTIMPERVIOUS SURFACE TO BEINSTALLEDREMOVE EX. 15"RCP AND CONNECTEX. DITCHESTO BE ABANDONED/REMOVEDUNDER SEPARATE COVER(FUTURE DESIGN BY OTHERSTYP.)EXISTING SEWER TO BEABANDONED. REMOVE ASNECESSARY TO INSTALLPROPOSED IMPROVEMENTS.UPSTREAM FLOWS (±0.69MGD) MUST BE BYPASSEDDURING CONSTRUCTION (TYP.)EX. 20' SEWEREASEMENT OVEREXISTING SEWER TOBE VACATED (TYP.)EX. 20' SEWEREASEMENT OVEREXISTING SEWER TOBE VACATED (TYP.)CONTRACTOR TOUSE CAUTIONWORKING IN VICINITYOF UNDERGROUNDGAS (TYP.)EXISTING SEWERABANDONMENT TO BE INACCORDANCE WITH TOWN OFLILLINGTON AND NCDEQSTANDARDS. (TYP.) 20' WIDE SANITARYSEWER UTILITYEASEMENT (TO BERECORDED UNDERSEPARATE COVER )20.0'10' WIDE SANITARYSEWER UTILITYEASEMENT (TO BERECORDED UNDERSEPARATE COVER )VARIABLE WIDTHSANITARY SEWERUTILITY EASEMENT(TO BE RECORDEDUNDER SEPARATECOVER )10' PUBLIC UTILITYEASEMENT (TO BERECORDED UNDERSEPARATE COVER )ASPHALTASPHALTELLIPTICAL CMP15" RCPBURIED CMP18" RCP30" RCPELLIPTICAL C M P18" RCPWETLANDSPRIVATEACCESSROADWAYASPHALTA S P H A L T 3 0 ' BU FFER WETLANDS3 0 ' B U F F E R 1 0 0 ' B U F F E R SMH#2RIM=189.97'I.I.=181.77'I.O.=181.67'SMH#1RIM=189.64'I.I.=181.54'I.O.=181.44'100' BUFFER30' BUFFER100' BUFFER30' BUFFERTOP OFBANK(TYP.)CL DITCH(TYP.)POORHOUSECREEK2' CONCCURB &GUTTER2' CONCCURB &GUTTERTRANS-FORMEROVERHEADUTILITIES(TYP.)OVERHEADUTILITIES(TYP.)CONC.HEADWALLCONC.HEADWALLCONC.HEADWALLCASHPOINTSATMSMH#8RIM=194.75'I.I.=188.05'I.O.=187.45'WETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023 & FEB.2024 (APPROX. LOCATIONNOT FIELD SURVEYED)EX. RIP-RAP(TO REMAIN)EX. RIP-RAP(TO REMAIN)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" PVCWATERLINE SHOWNPER GIS (NOT FIELDSURVEYED)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. FORCEMAIN SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" WATERLINE SHOWNPER FIELD MARKINGSOCTOBER 2023EX. 16" WATERLINE SHOWN PERGIS INFORMATION (NOT MARKEDDURING FIELD SURVEY)REMOVE EX. 18"RCP AND CONNECTEX. DITCHESREMOVE EX. 18"RCP AND CONNECTEX. DITCHESWETLANDWETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023(APPROX. LOCATION NOTFIELD SURVEYED)SMH#6RIM=193.22'I.I.=186.45'I.O.=186.39'SMH#5RIM=192.90'I.I.=185.28'I.O.=185.13'WETLANDSMH#4RIM=190.67'I.I.=184.20'I.O.=184.04'SMH#3RIM=190.45'I.I.=183.23'I.O.=183.15'SMH#7RIM=192.41'I.I.=185.79'I.O.=185.69'20' SEWER EASEMENTDB 1455, PG 276;PC F, SL 771-D;PB 2005, PG 6871 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:13 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS EXISTING CONDITIONS/DEMO PLAN NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24112PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U NDERSNOR T H CARO L I NAPRO F E SSIO N ALENGINEE RVICINITY MAP (LILLINGTON, NC)N.T.S.Know what'sbelow.before you dig.CallRSITEUS 401NC 2 1 0 NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.SHEET INDEX 1EXISTING CONDITIONS/DEMO PLAN 2SITE & LANDSCAPING PLAN 3GRADING & DRAINAGE PLAN 4UTILITY PLAN 5SOIL EROSION & SEDIMENT CONTROL PLAN 6DRAINAGE DETAILS 7SOIL EROSION SEDIMENT CONTROL DETAILS 8SITE DETAILS 9WASTEWATER DETAILS 10 -11 TOWN OF LILLINGTON DETAILS 12PHASING PLANLEGENDEXISTING ASPHALT PAVEMENTEX. TELEPHONE PEDESTALTEX. UTILITY POLEEX. WATER LINEWEX. CABLE TV BOXCEX. DRAINAGE PIPEEX. SANITARY SEWER LINESSEX. UG GAS LINEG10EXISTING CONTOURPROPOSED LIMITS OF DISTURBANCELDNOTES1.CURRENT OWNER:SQUARE AT LILLINGTON, LLCP.O. BOX 10189WILMINGTON, NC 284042.APPLICANT: REESE REAL ESTATE LILLINGTON, LLC1076 SUMMIT DRIVEMIDDLETON, OHIO 45042PHONE:513-292-58373.ENGINEER:QUIBLE & ASSOCIATES, P.C.P.O. DRAWER 870KITTY HAWK, NC 27949CONTACT: CATHLEEN M. SAUNDERS, PEPHONE: (252) 491-8147PHONE: (252) 491-8146 EMAIL: CSAUNDERS@quible.com4.PROPERTY ADDRESSES: 695 NC 210 S LILLINGTON, NC 27546PIN(S): 0559-36-8990, 0559-36-9800, 0559-36-9539PID(S): 10055906020001 03, 100559 0521, 100559 00325.PROPERTY ZONED: GENERAL BUSINESS (GB) W/IN LILLINGTON ETJ (TRANSITIONAL URBAN)LANDUSE CLASSIFICATION: MAIN STREET MIXED USE6.EXISTING LOT AREA = 199,193.4 SF / 4.57 ACRES(AREAS BY COORDINATE METHOD.)7.SUBJECT REFERENCES: DB 1140, PG 482; DB 1135, PG 949, MB 2005, PG 6878.HORIZONTAL DATUM IS NAD83(2011), VERTICAL DATUM IS NAVD 1988.9.PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND SUBJECT TO CHANGES. BASED ONCOMMUNITY CID NO. 370381; PANEL 0548; SUFFIX J. (MAP NUMBER 3720054800J)EFFECTIVE DATE: 10/3/2006.10.THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS,EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLESEARCH.11.PRIOR TO LAND DISTURBANCE, AN APPROVED SOIL EROSION AND SEDIMENTATION CONTROLPLAN IS REQUIRED.12.A LOCALLY APPROVED HIGH DENSITY STORMWATER PERMIT IS REQUIRED PRIOR TO LANDDISTURBANCE.DEMOLITION NOTES:1.CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITEDTO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER AND WATER - AND SHALLCOORDINATE PROPER PROTECTION AND/OR RELOCATE WITH APPROPRIATE OWNER/UTILITYCOMPANY.2.CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITIONREQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BEPERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED EXCAVATION.3.DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITEDISPOSAL OF CONCRETE CURBS AND GUTTERS, BITUMINOUS CONCRETE PAVEMENTS, BOULDERSAND ALL MATERIALS OR VEGETATION CLEARED AND STRIPPED TO THE EXTENT NECESSARY FORTHE INSTALLATION OF NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING.COORDINATE WITH APPROPRIATE DRAWINGS.4.THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THEPROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE CONTRACTOR'SACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER.5.ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDEREMOVAL FROM PROJECT AREA.6.EXISTING PAVEMENT, CURB AND GUTTER, LIGHTS, FENCES, TREE/VEGETATION AND UTILITIES NOTINTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURINGDEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS CONCRETEPAVEMENTS AND CURB AND GUTTER WITH THE SITE PLAN.7.SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND CURBS AND GUTTERS TO BEDEMOLISHED SHALL BE PROVIDED.8.ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE ANDLOCAL LAWS AS WELL AS OSHA REGULATIONS.9.CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO ADJACENTPROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC/PEDESTRIAN CIRCULATIONDURING CONSTRUCTION.10.MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES DURING DEMOLITION.11.DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN AUTHORIZATION IS RECEIVED FROM THE OWNERAND CONTRACTOR HAS OBTAINED THE REQUIRED PERMITS FROM ALL LOCAL, STATE, ANDFEDERAL AGENCIES HAVING JURISDICTION TO AUTHORIZE DEMOLITION WORK.12.DEMOLITION PLAN DOES NOT PURPORT TO SHOW ALL OBJECTS OR UTILITIES EXISTING ON THESITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE ANDLOCATION OF ALL UTILITIES AND IMPROVEMENTS WITHIN THE LIMITS OF WORK. CONTRACTORSHALL COORDINATE ALL UTILITY DISCONNECTION, (I.E. SANITARY SEWER, WATER, GAS,TELEPHONE, ELECTRIC, ETC.) TO BUILDINGS, STRUCTURES AND OTHER CONNECTIONS ASNECESSARY FOR DEMOLITION WITH THEIR RESPECTIVE UTILITY PROVIDER. ALL UTILITIES, ABOVE,ON OR BELOW GROUND SHALL BE REMOVED AS DENOTED ON THE PLAN AND SHALL MEET ALLREQUIREMENTS OF UTILITY OWNERS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACHUTILITY COMPANY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALLUTILITIES PRIOR TO BEGINNING OF WORK. BEFORE ANY DEMOLITION, THE CONTRACTOR SHALLCALL NORTH CAROLINA ONE-CALL 1-800-632-4949 TO HAVE ALL UNDERGROUND UTILITIESLOCATED ON AND NEAR THE VICINITY OF THE SITE.13.EXISTING WATER METERS, ELECTRICAL TRANSFORMERS, TELECOMMUNICATION TERMINALS, ETC.ARE THE PROPERTY OF THE UTILITY COMPANIES SERVICING THE SITE AND CONTRACTOR SHALLBE RESPONSIBLE TO COORDINATE WITH UTILITY OWNERS THE REMOVAL, TRANSPORTATION, ANDSTORAGE OF THE SAME.14.WHERE BUILDING FOUNDATION WALLS, FOOTINGS, CONCRETE SLABS, STOOPS, PAVEMENTS,SIDEWALKS, CURB, OR CURB AND GUTTER ARE INDICATED TO BE REMOVED CONTRACTOR SHALLINCLUDE THE REMOVAL OF BASE MATERIAL DOWN TO SUB-GRADE.15.DEMOLITION PLAN DOES NOT GUARANTEE THE ACCURACY OR QUANTITIES OF THE DEMOLITIONSTRUCTURES AND MATERIALS; IT WAS DEVELOPED TO ASSIST THE CONTRACTOR. IT ISEXPRESSLY STATED HEREON THAT THE OWNER OR ENGINEER WILL NOT BE RESPONSIBLE FORINTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR.16.ALL WASTE MATERIALS SHALL BE REMOVED FROM THE SITE DAILY IN A MANNER WHICHPREVENTS INJURY OR DAMAGE TO PERSONS, PRIVATE PROPERTY, AND/OR PUBLICRIGHTS-OF-WAY; CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DESIGNATED DEMOLITIONDEBRIS FROM THE PROJECT SITE TO A DISPOSAL SITE APPROVED BY ALL AUTHORITIES HAVINGJURISDICTION.TOWN OF LILLINGTONDATE OF TRC REVIEW: TRC ACTION: APPROVAL: DENIAL: REASON FOR DENIAL: UDO ADMINISTRATOR SIGNATURE/DATE: PROPOSED DEMOLITION STTHYD HY D TTTFS S N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 2PB 2005, PG 687N/FMASSMUTUAL ASSET FINANCE LLCDB 4109, PG 775LOT 3PB 2005, PG 687N/FSPIRIT MASTER FUNDING X LLC& SPIRIT REALTYDB 3786, PG 754LOT 2PC F, SL 52-A65.0'70.0' 70.0' 65.0'50' INGRESS/EGRESSEASEMENT, DB 979, PG 69PC F, SL 52-AN 8 1 ° 0 3 ' 2 2 " W 42 1 . 5 6 'N 45 ° 32 ' 22 " W 1 6 5 . 4 3 'C1(T)S 71° 49' 32" E74.17'N 73° 20' 28" E 160.26'S 16° 39' 32" E383.09' (T)S 73° 20' 28" W5.00'S 16° 39' 32" E191.84'C2181.11'N 71° 49' 32" W5.00' (TIE)(TIE) 232.93'N 16° 39' 32" W50.00'106.55'100.40'126.14'N 05° 36' 47" W88.30' (TIE)205.92' (TIE)S 22° 48' 03" WCURVE TABLECURVE#C1C2C3C4LENGTH408.22'37.26'39.29'39.25'RADIUS6370.44'1772.37'25.00'25.00'CHD LENGTH408.15'37.26'35.37'35.34'CHD BEARINGN 19° 58' 26" ES 17° 15' 41" ES 70° 24' 40" WS 19° 35' 20" E148.96' (TIE)S 25° 23' 12" W163.81' (TIE)S 25° 23' 12" WN 6 4 ° 3 3 ' 5 2 " W (TIE)C3C4(TIE)NC GRID NAD83(2011)6101739943171.3'126.7'171.3'126.7'S SSSSSSSSSSCONTRACTOR TO VERIFY WITHAUTHORITY HAVING JURISDICTION IFFIRE ALARM REQUIRES LAND LINES ORCELLULAR CONNECTION, AND INSTALLAND PAY FOR THE NEED AS REQUIRED.9.0' TYP.48.0'28.0'20.0' TYP.10 . 0 ' 20.0' 18.0' 24.0'9.0' TYP.20.0' TYP.20.0'41.4'5/8"EIR(1.6'BG)5/8"SIR(0.1'BG)1/2"EIR(0.2'BG)SMAGN 596,996.849 sFTE 2,054,002.607 sFT5/8"EIR(0.3'BG)5/8"EIR (1.2'BG)N 596,590.444 sFTE 2,053,639.185 sFTNAD83(2011)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.1'BG)5/8"EIR(0.2'BG)5/8"SIR(0.1'BG)5/8"EIR(0.1'BG)1"EIPBENT(0.1'BG)1"EIP(0.2'BG)5/8"EIRIN ASPHALT(FLUSH)MAG5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)STOP20.0'9.0'28.0'28.0'40.0'NO PARKINGFIRE LANENO PARKINGFIRE LANENO PARKINGFIRE LANEHY DS NC HWY 210R/W VARIESS. MAIN ST.R/W VARIESFDCHYDPWWSPROPOSED COLUMN SIGN40 SQ FT (EACH SIDE);12' MAXIMUM HEIGHTSTOP SIGN(MUTCD R1-1)PROPOSED JERITH® MANUFACTURING CO., INCAERO FENCE SENTRY - 48"HEIGHT OR APPROVED EQUALSURROUNDING STORMWATERAREA (TYP.)STREET SIGNAGE MUSTMEET TOWN OF LILLINGTONSTANDARDS AND DETAILSPROPOSED JERITH® MANUFACTURING CO., INCAERO FENCE SENTRY - 48"HEIGHT OR APPROVED EQUALSURROUNDING STORMWATERAREA (TYP.)ALL ROOF DRAINS TOCONNECT TOSTORMWATER NETWORKPROVIDE 12'WIDE GATE FORACCESS (TYP.)PROVIDE 12'WIDE GATE FORACCESS (TYP.)THE DEVELOPER MUST PROVIDE APAYMENT IN LIEU OF INSTALLATION FORTHE INSTALLATION OF APPROXIMATELY934 LF OF CURB AND GUTTER AND934 LF OF 5' CONCRETE WALK.COVERED VESTIBULEPROPANE TANKFOR DISTRIBUTIONSHALL BEINTERIOR TO THEFENCED OUTDOORDISPLAY AREAPROPOSEDCONCRETEPROPOSED1 STORYTRACTOR SUPPLY BUILDING±21,931 SF TOTAL21,702 SF MAIN BUILDING228 SF VESTIBULEFFE = 195.0'PROPOSEDCONCRETEHEAVY DUTYASPHALTLIGHT DUTYASPHALTPROPOSEDEQUIPMENTDISPLAY AREA(±3,000 SF)LIVE GOODSCENTER AREA2,640 SF(1,600 SFSHADED)MCCUE BUMPERSIGN (TYP.)PROPOSEDWHEELSTOP (TYP.)PROPOSED ADAPARKING SPACE8'x20' (TYP. OF 3)PROPOSEDBICYCLE RACKPROPOSED 10'x20'PARKING SPACE (TYP.OF 13)2.0' CURBAND GUTTER(TYP.)PROPOSEDMOUNTABLECURB (TYP.)PROPOSEDMOUNTABLECURB2.0' SPILLCURB ANDGUTTERPROPOSEDMOUNTABLECURB (TYP.)PROPOSEDMOUNTABLECURB (TYP.)2.0' CURBAND GUTTER(TYP.)2.0' CURBAND GUTTERTRANSITIONTO SPILLCURB ANDGUTTER25'X25' CLEARSITE TRIANGLE(TYP.)THE EXISTING ENTRANCE ROAD WITHIN THE50' INGRESS/EGRESS EASEMENT SHALL BEOVERLAYED AT THE END OF CONSTRUCTIONPRIOR TO CERTIFICATE OF OCCUPANCY.PAVEMENT PATCHING MAY BE REQUIRED.STRIPING OF LANEAGE REQUIRED; EXTENTSTO BE DETERMINED IN THE FIELD BY ATOWN OF LILLINGTON REPRESENTATIVE.12' BUILDINGOFFSET FROMFURTHESTEXTENTS(VESTIBULECOVER)PROPOSEDFLOW LINE INCONCRETEPROPOSED FENCETO SCREENLOADING ZONE2" ACI CANOPY TREE TOMEET VEHICLE USELANDSCAPING WITHIN 60'OF ALL SPACES (TYP.)REQUIRED 2" ACICANOPY TREE (TYP.)REQUIRED SHRUB(TYP.)2" ACI CANOPY TREE TOMEET VEHICLE USELANDSCAPING W/ 60' OFALL SPACES (TYP.)ZONING BUFFERS:NORTH - N/A (GB)EAST - N/A (GB&4.09.4(B.))SOUTH - N/A (GB)WEST - N/A (4.09.4(B.))STREET LANDSCAPING BUFFER:6' WIDE (SET BEHIND DITCH)3" ACI PER 30' LF OR 42" ACITOTAL CANOPY TREES(21) 2" ACI CANOPY TREES PROVIDEDPROVIDE A CONTINUOUS MULCH LINEAND SMALL BERM ALONG THISBUFFERSTREET LANDSCAPING BUFFER:6' WIDE (SET BEHIND DITCH)3" ACI PER 30' LF OR62" ACI TOTAL CANOPY TREES(31) 2" ACI CANOPY TREESPROVIDEDPROVIDE A CONTINUOUS MULCHLINE AND SMALL BERM ALONG THISBUFFER OUTSIDE OF DITCH EXTENTSVEHICULAR LANDSCAPING:8' WIDE EVERGREENVEGETATED STRIP.SHRUBS PLACED 5' O.C.ADJACENT TO PARKINGSPACES (TYP.)EX. S.M.H.#7 (PROP.)RIM=189.90'INV. IN=177.38'EX. S.M.H.#5 (PROP.)RIM=192.51'INV. IN=178.72'INV. IN=181.54'INV.OUT=178.62'EX. S.M.H.#3 (PROP.)RIM=194.50'INV. IN=180.62'INV.OUT=180.52'EX. S.M.H.#2 (PROP.)RIM=193.50'INV.OUT=181.05'PROPOSED 9'x18'PARKING SPACE (TYP.)SCREENED 11'X14'DUMPSTER PADPROPOSEDFENCED OUTDOORDISPLAY AREA(±18,441 SF)S SEX. S.M.H.#6 (PROP.)RIM=193.51'INV. IN=178.06'INV.OUT=177.96'24.0'PROPOSED STRIPING.CONTRACTOR TO MEETWITH TOWN OF LILLINGTONAND CONFIRM STRIPINGPLACEMENT, SIZE, ANDCOLORING PRIOR TOINSTALL (TYP.)ASPHALTASPHALTELLIPTICAL CMPBURIED CMP30" RCPELLIPTICAL C M PWETLANDSPRIVATEACCESSROADWAYASPHALTA S P H A L T 3 0 ' BU FFER WETLANDS3 0 ' B U F F E R 1 0 0 ' B U F F E R SMH#2RIM=189.97'I.I.=181.77'I.O.=181.67'SMH#1RIM=189.64'I.I.=181.54'I.O.=181.44'100' BUFFER30' BUFFER100' BUFFER30' BUFFERTOP OFBANK(TYP.)CL DITCH(TYP.)POORHOUSECREEK2' CONCCURB &GUTTER2' CONCCURB &GUTTERTRANS-FORMEROVERHEADUTILITIES(TYP.)OVERHEADUTILITIES(TYP.)CONC.HEADWALLCONC.HEADWALLCONC.HEADWALLSMH#8RIM=194.75'I.I.=188.05'I.O.=187.45'WETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023 & FEB.2024 (APPROX. LOCATIONNOT FIELD SURVEYED)EX. RIP-RAP(TO REMAIN)EX. RIP-RAP(TO REMAIN)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" PVCWATERLINE SHOWNPER GIS (NOT FIELDSURVEYED)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. FORCEMAIN SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" WATERLINE SHOWNPER FIELD MARKINGSOCTOBER 2023EX. 16" WATERLINE SHOWN PERGIS INFORMATION (NOT MARKEDDURING FIELD SURVEY)FUTURE (UNDER SEPARATE COVER) 24"0.5% SLOPEFUTURE (UNDER SEPARA TE CO VER ) 2 4 "0.4% S LOPEFUTURE (UNDER SEPARATE COVER) 24"0.5% SLOPEF U T UR E (U ND ER S E P AR A T E C OV ER ) 2 4 " 0. 5% S L O P EFUTURE (UNDER SEPARATE COVER) 24"0.4% SLOPEEX. S.M.H.#4 (PROP.)RIM=184.47'INV. IN=179.58'INV.OUT=179.48'1.CURRENT OWNER:SQUARE AT LILLINGTON, LLCP.O. BOX 10189WILMINGTON, NC 284042.APPLICANT: REESE REAL ESTATE LILLINGTON, LLC1076 SUMMIT DRIVEMIDDLETON, OHIO 45042PHONE: 513-292-58373.ENGINEER:QUIBLE & ASSOCIATES, P.C.P.O. DRAWER 870KITTY HAWK, NC 27949CONTACT: CATHLEEN M. SAUNDERS, PEPHONE: (252) 491-8147PHONE: (252) 491-8146 EMAIL: CSAUNDERS@quible.com4.PROPERTY ADDRESSES: 695 NC 210 S LILLINGTON, NC 27546PIN(S): 0559-36-8990, 0559-36-9800, 0559-36-9539PID(S): 10055906020001 03, 100559 0521, 100559 00325.PROPERTY ZONED: GENERAL BUSINESS (GB) W/IN LILLINGTON ETJ (TRANSITIONAL URBAN)LANDUSE CLASSIFICATION: MAIN STREET MIXED USE6.EXISTING LOT AREA = 199,193.4 SF / 4.57 ACRES (AREAS BY COORDINATE METHOD.)7.LOT COVERAGE (PROPERTY LIES WITHIN WSIV PA):PROPOSEDPARKING/SIDEWALKS AREA= 65,687.9 S.F.BUILDING= 21,940.3 S.F.FENCED OUTDOOR DISPLAY= 18,435.7 S.F.EQUIPMENT DISPLAY AREA = 3,000.0 S.F.PROPOSED TOTAL = 109,063.9 S.F.EXISTING TO REMAIN = 11,038.4 S.F.TOTAL LOT COVERAGE = 120,102.3 S.F. (60.3%)MAXIMUM ALLOWABLE LOT COVERAGE = 139,435.3 S.F. (70%)8.SUBJECT REFERENCES: DB 1140, PG 482; DB 1135, PG 949, MB 2005, PG 6879.HORIZONTAL DATUM IS NAD83(2011), VERTICAL DATUM IS NAVD 1988.10.PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND SUBJECT TO CHANGES. BASED ONCOMMUNITY CID NO. 370381; PANEL 0548; SUFFIX J. (MAP NUMBER 3720054800J)EFFECTIVE DATE: 10/3/2006.11.THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS,EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLESEARCH.12.A LOCALLY APPROVED HIGH DENSITY STORMWATER PERMIT IS REQUIRED PRIOR TO LANDDISTURBANCE.13.THIS SITE'S ANTICIPATED PEAK HOUR TRIPS IS 37.5 CUSTOMERS (WEEKDAYS) AND 45CUSTOMERS (WEEKENDS) DURING PEAK HOURS AND IS UNDER THE TOWNS 50 TRIPS PERPEAK HOUR THRESHOLD. AS SUCH, A TRAFFIC IMPACT ANALYSIS HAS NOT BEENPERFORMED.14.ANTICIPATED HOURS OF OPERATION:MONDAY8AM-9PMTUESDAY8AM-9PMWEDNESDAY8AM-9PMTHURSDAY8AM-9PMFRIDAY8AM-9PMSATURDAY 8AM-9PMSUNDAY 9AM-7PM15.PARKING REQUIREMENTS:1 SPACE PER EVERY 500 SQ.FT.21,931 SQ. FT. ENCLOSED BUILDING X 1 SPACE/500 SQ. FT. = 43.8 OR44 SPACES REQUIRED61 SPACES PROVIDED16.PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING, EASEMENTS,STORMWATER CONTROL MEASURES, AND PARKING AREAS.1 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:06 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS SITE & LANDSCAPING PLAN NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24212PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U N DERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RKnow what'sbelow.before you dig.CallRLEGENDEXISTING ASPHALT PAVEMENTPROPOSED STORM PIPEEX. TELEPHONE PEDESTALTEX. UTILITY POLEEX. WATER LINEWEX. CABLE TV BOXCEX. DRAINAGE PIPEEX. SANITARY SEWER LINESSEX. UG GAS LINEGPROPOSED DROP INLETPROPOSED CONCRETE PAVEMENTPROPOSED SEWER MANHOLESPROPOSED FIRE HYDRANTHYDPROPOSED WATERLINEWPROPOSED SANITARY SEWERSSPROPOSED CLEAN OUTC.O.PROPOSED BENDS & TEESPROPOSED GATE VALVEPROPOSED LIGHT DUTYASPHALT PAVEMENTPROPOSED HEAVY DUTYASPHALT PAVEMENTNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.NOTESWETLANDSGENERAL NOTESFOR TSC DEVELOPMENT. VERIFY ADDITIONAL REQUIREMENTS WITH LOCAL ZONING. NO OVERHEAD UTILITY LINES ALLOWED EXCEPT ONPERIMETER OF DEMISED PREMISE. ALL BURIED UTILITIES MUST BE CLEARLY MARKED AND EASEMENTS ALSO MARKED ACCORDINGLYON PLANS TO MATCH DOCUMENTS.LANDSCAPING NOTESLANDSCAPE AND IRRIGATION DESIGN PLANS ARE REQUIRED ON ALL PROJECTS. IF LANDSCAPING IS NOT REQUIRED CONTRACTORSHALL PROVIDE SITE FINE GRADED W/HYDRO SEEDING OR SOD IN ALL DISTURBED AREAS OUTSIDE OF PARKING FIELD. IN PARKINGFIELD ISLANDS, IF ALLOWED USE WEED BARRIER AND MULCH ONLY. ALL MULCHED AREAS TO RECEIVE WEED BARRIER. WHERESEEDING WARRANTY DOES NOT PERMIT HYDRO SEED ALONE, PROVIDE STRAW AND BIODEGRADABLE NETTING OVER HYDRO SEED.TSC TO APPROVE LANDSCAPE CONCEPT PRIOR TO SUBMISSION TO CITY/TOWNSHIP. ANY LANDSCAPE IN EXCESS OF 50 PLANTINGSTO RECEIVE IRRIGATION AS NEEDED REGARDLESS OF GEOGRAPHIC LOCATION. IRRIGATION HEADS TO BE A MINIMUM OF 3' FROMEDGE OF CURB LINE. ALL LANDSCAPE BEDS TO HAVE CUT EDGE OR COMMERCIAL EDGING MATERIAL INSTALLED FULLY SEPARATINGTHE MULCH BED FROM ADJACENT LAWN AREA. ANY TREES OVER 2' CALIPER MUST BE STAKED AND TIED.STRIPING NOTESTRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW AND WHITE ON ASPHALTSITE LIGHTING LEVEL MINIMUMMAINTAIN 1 FOOT CANDLE MINIMUM IN ALL DISPLAY AREAS AND PARKING FIELD.AT PARKING SPACES ALONG SIDE OF FENCED OUTDOOR DISPLAY AREA AND SIDE OF BUILDING, PRECAST WHEEL STOPS TO BEUTILIZED. PLACE 3'-0' MIN. AWAY FROM FENCE MESH BUILDING.TSC NOTESTREE PLANTING SUMMARYHEIGHTSPREADQUANTITY67COMMON NAMESYMBOLMIN. SIZE @ PLANTINGEASTERN RED CEDAR2130' - 40'10' - 20'2" CAL, 8' HT.GLOSSY ABELIA3' - 6'3' - 6'3 GALL0NTREE PLANTING DETAIL(3) NO. 12 GAUGE GALVANIZEDWIRE POSITIONED AT 120°AROUND THE TREE3-2x2x3' TREATED STAKEHOLE DIAMETER FOR BALL SHALLBE TWICE BALL DIAMETERHAS BEEN SET, REMOVE TWINEOR WIRE FROM ROOT BALL.SHALL SIT ON MOUND OF UN-DISTURBED SOIL TO PREVENT BALLS GREATER THAN 2' DIA.SETTLINGSOIL BACKFILLN.T.S.EXISTING SOIL3 PIECES REINFORCED RUBBER HOSEON BURLAP. AFTER ROOT BALL4" MULCH. DO NOT LEAVE SOILHONEYLOCUST50' - 75'25' - 40'2" CAL, 8' HT. STTHYD HY D TTTFS S 1 0 ' M . B . S . L . 10' M . B . S . L .30'M.B.S.L.20' M.B.S.L.20' M.B.S.L.N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 2PB 2005, PG 687N/FMASSMUTUAL ASSET FINANCE LLCDB 4109, PG 775LOT 3PB 2005, PG 687N/FSPIRIT MASTER FUNDING X LLC& SPIRIT REALTYDB 3786, PG 754LOT 2PC F, SL 52-A65.0'70.0' 70.0' 65.0'50' INGRESS/EGRESSEASEMENT, DB 979, PG 69PC F, SL 52-AN 8 1 ° 0 3 ' 2 2 " W 42 1 . 5 6 'N 45 ° 32 ' 22 " W 1 6 5 . 4 3 'C1(T)S 71° 49' 32" E74.17'N 73° 20' 28" E 160.26'S 16° 39' 32" E383.09' (T)S 73° 20' 28" W5.00'S 16° 39' 32" E191.84'C2181.11'N 71° 49' 32" W5.00' (TIE)(TIE) 232.93'N 16° 39' 32" W50.00'106.55'100.40'126.14'N 05° 36' 47" W88.30' (TIE)205.92' (TIE)S 22° 48' 03" WCURVE TABLECURVE#C1C2C3C4LENGTH408.22'37.26'39.29'39.25'RADIUS6370.44'1772.37'25.00'25.00'CHD LENGTH408.15'37.26'35.37'35.34'CHD BEARINGN 19° 58' 26" ES 17° 15' 41" ES 70° 24' 40" WS 19° 35' 20" E148.96' (TIE)S 25° 23' 12" W163.81' (TIE)S 25° 23' 12" WN 6 4 ° 3 3 ' 5 2 " W (TIE)C3C4(TIE)NC GRID NAD83(2011)171.3'126.7'171.3'126.7'S SSSSSSSSSS5/8"EIR(1.6'BG)5/8"SIR(0.1'BG)1/2"EIR(0.2'BG)SMAGN 596,996.849 sFTE 2,054,002.607 sFT5/8"EIR(0.3'BG)5/8"EIR (1.2'BG)N 596,590.444 sFTE 2,053,639.185 sFTNAD83(2011)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.1'BG)5/8"EIR(0.2'BG)5/8"SIR(0.1'BG)5/8"EIR(0.1'BG)1"EIPBENT(0.1'BG)1"EIP(0.2'BG)5/8"EIRIN ASPHALT(FLUSH)MAG5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)NO PARKINGFIRE LANENO PARKINGFIRE LANENO PARKINGFIRE LANEHY D50'S NC HWY 210R/W VARIESS. MAIN ST.R/W VARIESFDCHYDPWWS S S 10' M.B.S.L.S8" SDR 35300' @ 0.40% SLOPE8" SDR 35160' @ 0.40% SLOPE ALL ROOF DRAINS TOCONNECT TOSTORMWATER NETWORKS.M.H.#CRIM=189.69'INV. IN=185.06'INV.OUT=184.86'S.M.H.#BRIM=192.70'INV. IN=186.47'INV.OUT=186.27'S.M.H.#ARIM=194.40'INV. IN=187.33'INV.OUT=187.13'COVERED VESTIBULEPROPANE TANKFOR DISTRIBUTIONSHALL BEINTERIOR TO THEFENCED OUTDOORDISPLAY AREAPROPOSEDCONCRETEPROPOSED1 STORYTRACTOR SUPPLY BUILDING±21,931 SF TOTAL21,702 SF MAIN BUILDING228 SF VESTIBULEFFE = 195.0'PROPOSEDCONCRETEHEAVY DUTYASPHALTLIGHT DUTYASPHALTPROPOSEDEQUIPMENTDISPLAY AREA(±3,000 SF)LIVE GOODSCENTER AREA2,640 SF(1,600 SFSHADED)EX. S.M.H.#7 (PROP.)RIM=189.90'INV. IN=177.38'EX. S.M.H.#5 (PROP.)RIM=192.51'INV. IN=178.72'INV. IN=181.54'INV.OUT=178.62'EX. S.M.H.#3 (PROP.)RIM=194.50'INV. IN=180.62'INV.OUT=180.52'EX. S.M.H.#2 (PROP.)RIM=193.50'INV.OUT=181.05'PROPOSEDFENCED OUTDOORDISPLAY AREA(±18,441 SF)4" SCH 40 PVCSERVICE LINE @1.04% SLOPE MIN4" C.O.PROPOSED FUTURE TOWN OFLILLINGTON SEWER ALIGNMENT SHOWNFOR REFERENCE ONLY PER UPDATED90% PLANS PREPARED BY MEYERSENGINEERING, PLLC. (DESIGN BYOTHERS) (TYP.)PROPOSED DOGHOUSE MANHOLE TOCONNECT TO EXISTING 8" PVC ANDCONNECT NEW 8" PVC SDR 35 TOREROUTE EXISTING SANITARY SEWER.EXISTING 8" SEWER TO BEABANDONED. APPROX. 350 LFIN CONTRACT. REMOVE ASNECESSARY TO INSTALLPROPOSED IMPROVEMENTS.UPSTREAM FLOWS (±0.69MGD) MUST BE BYPASSEDDURING CONSTRUCTION (TYP.)CONTRACTOR TO MAINTAIN10' SEPARATION (EDGE TOEDGE) BETWEEN WATER ANDSEWER. ANY WATER LINECONNECTION CLOSER THAN10' MUST BE D.I.P. W/MECHANICAL JOINT (TYP.)PROPOSED 8" SANITARY SEWER MAINLINE UNDER PUBLIC OPERATION ANDMAINTENANCE. THE PROPERTY OWNERRESPONSIBLE FOR THE SERVICE LINEFROM THE BUILDING TO THE PROPOSEDCLEAN OUT.EXISTING SEWER APPROX. 617LF TO BE ABANDONED IN THEFUTURE (UNDER SEPARATECOVER)EXISTING MANHOLE TO BEREMOVED AS NECESSARYTO INSTALL PROPOSEDIMPROVEMENTSTHE SEWER LINE FROM SMH #CTO SMH #E MUST BEHYDROSTATICALLY TESTED.GRAVITY LINE MUST BE D.I.P.WITH FIELD-LOC GASKETS 20'UPSTREAM OF S.M.H. #D.PROPOSED S.M.H. #D IS WITHIN 50'OF WETLANDS AND MUST HAVE AWATERTIGHT FRAME AND COVER W/GASKET. ALL MANHOLE SEAMSSHALL BE EXTERNALLYTAPED/SEALED AND HAVE INTERIOREPOXY COATING PER TOWN OFLILLINGTON REQUIREMENTS. S.M.H. #DMUST BE TESTED IN ACCORDANCEWITH ASTM C1244 (VACUUM TEST)PRIOR TO BACKFILL6" RPZ W/CONCRETE PADSEE DETAILSHEET 8PROPOSED 1" WATERMETER (24 GPM PEAK)FOR DOMESTIC SERVICE(SIZE TO BE CONFIRMEDBY ARCHITECT)PROPOSED FIREDEPARTMENTCONNECTIONPROPOSED RPZ BY AMES (MODEL#4000B) W/HEATED ENCLOSURE SAFE-TCOVER (MODEL 200S-AL) ON 44"X32"CONC. PAD OR APPROVED EQUALPROPOSED 1" IRRIGATION LINE.IRRIGATION LINE INTERIOR TOTHE SITE NOT SHOWN FORCLARITY. CONTRACTOR TOASSUME ALL PROPOSEDLANDSCAPING IS IRRIGATED.PROPOSED 1"IRRIGATIONMETERPROPOSED 8"x6"TAPPING SLEEVE &VALVE. ALL TAPSMUST MAINTAIN 5'SEPARATION MIN.FROM EXISTINGBELLS AND TAPSPROPOSED 6" C-900PVC FIRE LINE TOSPRINKLER SYSTEM(SIZED BY ARCH.)PROPOSED 1.5"POTABLE WATERSERVICEPROPOSEDPRIVATE FIREHYDRANTPROPOSEDPUBLIC FIREHYDRANTASSEMBLYCUT AND CONNECT TO EX.8" PVC W/ 8"x8" TEE W/THRUST BLOCKING ANDPOST INDICATOR VALVEALL WATER AND FIRE SERVICE LINES TOBE OPERATED AND MAINTAINED BY THEPROPERTY OWNER. 8" WATER MAIN ANDASSOCIATED HYDRANT AT THERIGHT-OF-WAY UNDER PUBLICOPERATION AND MAINTENANCE ONLYS S.M.H.#DRIM=192.96'INV. IN=184.01'INV.OUT=183.80'PROVIDE 6 LF STUB OF8" D.I.P W/ FIELDLOC GASKETS FOR FUTURECONNECTION AT INV. 183.80'STEMPORARY DOGHOUSE MANHOLETO CONNECT TO EXISTING8" PVC SEWER AT INVERT±182.13'. PIPE CONNECTIONSMUST BE WATERTIGHT.S.M.H.#ERIM=193.50'INV. IN=183.60'INV.OUT=182.13'8" SDR 3546' @ 0.40% SLOPEEX. S.M.H.#6 (PROP.)RIM=193.51'INV. IN=178.06'INV.OUT=177.96'8" SDR 35138' @ 0.60% SLOPEASPHALTASPHALTELLIPTICAL CMPBURIED CMP30" RCPELLIPTICAL C M PWETLANDSPRIVATEACCESSROADWAYASPHALTA S P H A L T 3 0 ' BU FFER WETLANDS3 0 ' B U F F E R 1 0 0 ' B U F F E R SMH#2RIM=189.97'I.I.=181.77'I.O.=181.67'SMH#1RIM=189.64'I.I.=181.54'I.O.=181.44'100' BUFFER30' BUFFER100' BUFFER30' BUFFERTOP OFBANK(TYP.)CL DITCH(TYP.)POORHOUSECREEK2' CONCCURB &GUTTER2' CONCCURB &GUTTERTRANS-FORMEROVERHEADUTILITIES(TYP.)OVERHEADUTILITIES(TYP.)CONC.HEADWALLCONC.HEADWALLCONC.HEADWALLSMH#8RIM=194.75'I.I.=188.05'I.O.=187.45'WETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023 & FEB.2024 (APPROX. LOCATIONNOT FIELD SURVEYED)EX. RIP-RAP(TO REMAIN)EX. RIP-RAP(TO REMAIN)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" PVCWATERLINE SHOWNPER GIS (NOT FIELDSURVEYED)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. FORCEMAIN SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" WATERLINE SHOWNPER FIELD MARKINGSOCTOBER 2023EX. 16" WATERLINE SHOWN PERGIS INFORMATION (NOT MARKEDDURING FIELD SURVEY)FUTURE (UNDER SEPARATE COVER) 24"0.5% SLOPEFUTURE (UNDER SEPARA TE CO VER ) 2 4 "0.4% S LOPEFUTURE (UNDER SEPARATE COVER) 24"0.5% SLOPEF U T UR E (U ND ER S E P AR A T E C OV ER ) 2 4 " 0. 5% S L O P EFUTURE (UNDER SEPARATE COVER) 24"0.4% SLOPEEX. S.M.H.#4 (PROP.)RIM=184.47'INV. IN=179.58'INV.OUT=179.48'1 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:06 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS UTILITY PLAN NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24312PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U N DERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RKnow what'sbelow.before you dig.CallRLEGENDEXISTING ASPHALT PAVEMENTPROPOSED STORM PIPEEX. TELEPHONE PEDESTALTEX. UTILITY POLEEX. WATER LINEWEX. CABLE TV BOXCEX. DRAINAGE PIPEEX. SANITARY SEWER LINESSEX. UG GAS LINEGPROPOSED DROP INLETPROPOSED CONCRETE PAVEMENTPROPOSED SEWER MANHOLESPROPOSED FIRE HYDRANTHYD PROPOSED WATERLINEWPROPOSED SANITARY SEWERSSPROPOSED CLEAN OUTC.O.PROPOSED BENDS & TEESPROPOSED GATE VALVEPROPOSED LIGHT DUTYASPHALT PAVEMENTPROPOSED HEAVY DUTYASPHALT PAVEMENTNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.WETLANDS1.CURRENT OWNER:SQUARE AT LILLINGTON, LLCP.O. BOX 10189WILMINGTON, NC 284042.APPLICANT: REESE REAL ESTATE LILLINGTON, LLC1076 SUMMIT DRIVEMIDDLETON, OHIO 45042PHONE:513-292-58373.ENGINEER:QUIBLE & ASSOCIATES, P.C.P.O. DRAWER 870KITTY HAWK, NC 27949CONTACT: CATHLEEN M. SAUNDERS, PEPHONE: (252) 491-8147PHONE: (252) 491-8146 EMAIL: CSAUNDERS@quible.com4.PROPERTY ADDRESSES: 695 NC 210 S LILLINGTON, NC 27546PIN(S): 0559-36-8990, 0559-36-9800, 0559-36-9539PID(S): 10055906020001 03, 100559 0521, 100559 00325.PROPERTY ZONED: GENERAL BUSINESS (GB) W/IN LILLINGTON ETJ (TRANSITIONAL URBAN)LANDUSE CLASSIFICATION: MAIN STREET MIXED USE6.EXISTING LOT AREA = 199,193.4 SF / 4.57 ACRES (AREAS BY COORDINATE METHOD.)7.SUBJECT REFERENCES: DB 1140, PG 482; DB 1135, PG 949, MB 2005, PG 6878.HORIZONTAL DATUM IS NAD83(2011), VERTICAL DATUM IS NAVD 1988.9.PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND SUBJECT TO CHANGES. BASED ONCOMMUNITY CID NO. 370381; PANEL 0548; SUFFIX J. (MAP NUMBER 3720054800J)EFFECTIVE DATE: 10/3/2006.10.THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS,EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLESEARCH.11.IT IS ASSUMED NEEDED FIRE FLOW (NFF) IS WITHIN THE AVAILABLE FIRE FLOW (AFF) OFTHE TOWN WATER SYSTEM.12.PROJECT SCOPE: PERMITTING AND CONSTRUCTION OF A ±19,097 SQ.FT. TRACTOR SUPPLYSTORE WITH ASSOCIATED OUTDOOR DISPLAY AREA, GREENHOUSE, PARKING ANDAPPURTENANCES.13.ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.14.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.15.BUILDING CONSTRUCTION SHALL COMPLY WITH ALL ASPECTS OF THE NORTH CAROLINABUILDING AND FIRE CODE.16.EXISTING VEGETATION TO BE PRESERVED WHERE POSSIBLE.17.THE LOCATION, DIMENSIONS, AND ELEVATION OF EXISTING UTILITIES SHOWN ARE BASED ONTHE BEST AVAILABLE DATA AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALLDATA IN THE FIELD PRIOR TO CONSTRUCTION TO HIS/HER OWN SATISFACTION. THECONTRACTOR SHALL PERFORM ANY TEST PIT WORK OR PROVIDE LOCATION SERVICES ASREQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITES. CONTACT NORTH CAROLINAONE-CALL AT TELEPHONE NO. 1-800-632-4949, 48 HOURS PRIOR TO PERFORMING ANYEXCAVATION TO HAVE UTILITIES MARKED.18.THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TOEXISTING FEATURES AS NECESSARY.19.THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACKCOAT IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.20.ALL PAVEMENT JOINTS SHALL BE SAW-CUT PRIOR TO PAVING TO PROVIDE A DURABLEAND UNIFORM JOINT.21.PROOF ROLL ALL NEW PAVED AREAS. NOTIFY OWNER AND ENGINEER OF ANYUNACCEPTABLE AREAS.22.THIS PLAN SET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTSINCLUDING, BUT NOT LIMITED TO, GRADING & DRAINAGE, INSTALLATION OF SEDIMENTCONTROL MEASURES, WASTEWATER, AND WATER SYSTEM. FOR BUILDING DESIGN ANDASSOCIATED PLUMBING, SEE APPROPRIATE SEPARATE PLANS.23.REMOVE TREES, GRASSES, SHRUBS, AND OTHER VEGETATION IMPROVEMENTS OROBSTRUCTIONS INTERFERING WITH INSTALLATION OF NEW CONSTRUCTION UNLESS OTHERWISENOTED.24.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTYMONUMENTS DURING CONSTRUCTION. DISTURBED OR REMOVED PROPERTY MONUMENTSSHALL BE REPLACED BY A NORTH CAROLINA LICENSED PROFESSIONAL LAND SURVEYOR.25.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWING, APPLICABLETOWN OF LILLINGTON CODES AND ORDINANCES, AND NCDEQ DIVISION OF ENERGY, MINERAL,AND LAND RESOURCES REGULATIONS.26.ALL PAVEMENT MARKINGS, TEXT, AND DIRECTIONAL ARROWS SHALL BE PAINTED WHITE. ALLLETTERING SHALL BE 2 FT. IN HEIGHT. LINES SHALL BE 4" WIDE. CROSSWALK AREASSHALL MEET NCDOT DIVISION 12 STANDARDS.27.WATER IS PROVIDED VIA TOWN OF LILLINGTON WATER SYSTEM. ALL WATER IMPROVEMENTSSHALL BE IN ACCORDANCE WITH TOWN OF LILLINGTON STANDARD WATER SPECIFICATIONSAND DETAILS.28.SEWAGE TO BE COLLECTED VIA GRAVITY AND CONVEYED INTO EXISTING CENTRAL SEWAGEINFRASTRUCTURE.29.PROPOSED WASTEWATER FLOW:100 GPD/1,000 SF @ 21,931 SF RETAIL FLOOR AREA = ±2,194 GALLONS PER DAY30.SANITARY SEWER LATERAL AND ROOF DRAINS SHALL TRANSITION TO DUCTILE IRON IN ALLVEHICULAR AREAS WHEN A MINIMUM OF 3' OF COVER CANNOT BE MAINTAINED.NOTES STTHYD HY D TTTFS S 1 0 ' M . B . S . L . 10' M . B . S . L .30'M.B.S.L.20' M.B.S.L.20' M.B.S.L.N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 2PB 2005, PG 687N/FMASSMUTUAL ASSET FINANCE LLCDB 4109, PG 775LOT 3PB 2005, PG 687N/FSPIRIT MASTER FUNDING X LLC& SPIRIT REALTYDB 3786, PG 754LOT 2PC F, SL 52-A65.0'70.0' 70.0' 65.0'50' INGRESS/EGRESSEASEMENT, DB 979, PG 69PC F, SL 52-AN 8 1 ° 0 3 ' 2 2 " W 42 1 . 5 6 'N 45 ° 32 ' 22 " W 1 6 5 . 4 3 'C1(T)S 71° 49' 32" E74.17'N 73° 20' 28" E 160.26'S 16° 39' 32" E383.09' (T)S 73° 20' 28" W5.00'S 16° 39' 32" E191.84'C2181.11'N 71° 49' 32" W5.00' (TIE)(TIE) 232.93'N 16° 39' 32" W50.00'106.55'100.40'126.14'N 05° 36' 47" W88.30' (TIE)205.92' (TIE)S 22° 48' 03" WCURVE TABLECURVE#C1C2C3C4LENGTH408.22'37.26'39.29'39.25'RADIUS6370.44'1772.37'25.00'25.00'CHD LENGTH408.15'37.26'35.37'35.34'CHD BEARINGN 19° 58' 26" ES 17° 15' 41" ES 70° 24' 40" WS 19° 35' 20" E148.96' (TIE)S 25° 23' 12" W163.81' (TIE)S 25° 23' 12" WN 6 4 ° 3 3 ' 5 2 " W (TIE)C3C4(TIE)NC GRID NAD83(2011)171.3'126.7'171.3'126.7'S SSSSS188.82189.58190.57190.71191.48191.00189.31192.51193.2619019 0 190190189 1 8 9 19119 1 191191 19219219 2 19319 0 190190 19 0 1 9 0 1 9 0 190190 190 190 190190189 189 18 9 189190188189189189 189 189 189 191 19119119 1191 191191191191191 191 191 191 1911921 9 21921921 9 0190191192 19219 2 19219 2 1 9 219219 2 192 1 9 2 1 9 2 1921921931931931 9 3 19 3 19 3 194 SSSSSCONTRACTOR TO VERIFY WITHAUTHORITY HAVING JURISDICTION IFFIRE ALARM REQUIRES LAND LINES ORCELLULAR CONNECTION, AND INSTALLAND PAY FOR THE NEED AS REQUIRED.5/8"EIR(1.6'BG)5/8"SIR(0.1'BG)1/2"EIR(0.2'BG)SMAGN 596,996.849 sFTE 2,054,002.607 sFT5/8"EIR(0.3'BG)5/8"EIR (1.2'BG)N 596,590.444 sFTE 2,053,639.185 sFTNAD83(2011)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.1'BG)5/8"EIR(0.2'BG)5/8"SIR(0.1'BG)5/8"EIR(0.1'BG)1"EIPBENT(0.1'BG)1"EIP(0.2'BG)5/8"EIRIN ASPHALT(FLUSH)MAG5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)190.27NO PARKINGFIRE LANENO PARKINGFIRE LANENO PARKINGFIRE LANEHY DS NC HWY 210R/W VARIESS. MAIN ST.R/W VARIESFDCHYDPWW10' M.B.S.L.SALL ROOF DRAINS TOCONNECT TOSTORMWATER NETWORK0.6% 0.5% 2.0%1.5%0. 7 % 0.7 %1.3%1.0%1.0%2. 2%0.9%0.7%2.9 %1.9%1.6%1.7% 1.7% 0.3%0.5%2.9%1.0%0.9%1.0%0.4%1.5%190191192193194194194190186187188189191192193194185190190194.54194.70194.50193.92194.24194.60194.43194.50194.48194.54194.52194.00194.58194.87194.70194.70195.00194.70194.72194.60194.59194.78195.50195.30195.00194.59194.16194.34194.28193.62193.88194.04194.00194.03194.20194.40193.97194.00193.88193.70193.50194.15194.14194.41194.42194.40194.00194.25194.03193.99194.25194.50194.75194.75195.00194.50194.45194.41194.20194.41194.50194.50194.23194.07195.30194.00190191192193193COVERED VESTIBULEPROPANE TANKFOR DISTRIBUTIONSHALL BEINTERIOR TO THEFENCED OUTDOORDISPLAY AREAPROPOSEDCONCRETEPROPOSED1 STORYTRACTOR SUPPLY BUILDING±21,931 SF TOTAL21,702 SF MAIN BUILDING228 SF VESTIBULEFFE = 195.0'PROPOSEDCONCRETEHEAVY DUTYASPHALTLIGHT DUTYASPHALTPROPOSEDEQUIPMENTDISPLAY AREA(±3,000 SF)LIVE GOODSCENTER AREA2,640 SF(1,600 SFSHADED)PROPOSEDFENCED OUTDOORDISPLAY AREA(±18,441 SF)190188189191192S S1.6%1.4%1.2%1.4%3.3%ASPHALTASPHALTELLIPTICAL CMPBURIED CMPELLIPTICAL C M PWETLANDSPRIVATEACCESSROADWAYASPHALTA S P H A L T 3 0 ' BU FFER WETLANDS3 0 ' B U F F E R 1 0 0 ' B U F F E R SMH#2RIM=189.97'I.I.=181.77'I.O.=181.67'SMH#1RIM=189.64'I.I.=181.54'I.O.=181.44'100' BUFFER30' BUFFER100' BUFFER30' BUFFERTOP OFBANK(TYP.)CL DITCH(TYP.)POORHOUSECREEK2' CONCCURB &GUTTER2' CONCCURB &GUTTERTRANS-FORMEROVERHEADUTILITIES(TYP.)OVERHEADUTILITIES(TYP.)CONC.HEADWALLCONC.HEADWALLCONC.HEADWALLSMH#8RIM=194.75'I.I.=188.05'I.O.=187.45'WETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023 & FEB.2024 (APPROX. LOCATIONNOT FIELD SURVEYED)EX. RIP-RAP(TO REMAIN)EX. RIP-RAP(TO REMAIN)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" PVCWATERLINE SHOWNPER GIS (NOT FIELDSURVEYED)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. FORCEMAIN SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" WATERLINE SHOWNPER FIELD MARKINGSOCTOBER 2023EX. 16" WATERLINE SHOWN PERGIS INFORMATION (NOT MARKEDDURING FIELD SURVEY)C.B.#4 TO MEETNCDOT DETAIL 840.02RIM=194.15'15"INV.=191.05'15"INV.=191.05'C.B.#5 TO MEETNCDOT DETAIL 840.02RIM=194.50'15"INV.=191.47'C.B.#7 TO MEETNCDOT DETAIL 840.02RIM=193.92'15"INV.=190.99'18"INV.=190.99'C.B.#6 TO MEETNCDOT DETAIL 840.02RIM=194.34'18"INV.=190.43'18"INV.=190.43'FES MEETING NCDOTSTANDARD 838.8018"INV.=190.35'FES MEETING NCDOTSTANDARD 838.8015"INV.=189.70'D.I.#1RIM=192.75'15"INV.=188.01'FES MEETING NCDOTSTANDARD 838.8015"INV.=187.89'C.B.#8 TO MEETNCDOT DETAIL 840.02RIM=194.00'15"INV.=191.50'C.B.#10 TO MEETNCDOT DETAIL 840.02RIM=193.55'15"INV.=190.56'15"INV.=190.56'C.B.#12 TO MEETNCDOT DETAIL 840.02RIM=193.91'15"INV.=190.89'15"INV.=190.89'C.B.#13 TO MEETNCDOT DETAIL 840.02RIM=194.04'12"INV.=191.62'15"INV.=191.62'C.B.#2 TO MEETNCDOT DETAIL 840.02RIM=193.70'15"INV.=190.08'18"INV.=190.08'FES MEETING NCDOTSTANDARD 838.8018"INV.=190.50'C.B.#3 TO MEETNCDOT DETAIL 840.02RIM=193.53'15"INV.=190.64'18"INV.=190.64'18" RCP15' @ 0.5% SLOPE15" RCP79' @ 0.5% SLOPE15" RCP82' @ 0.5% SLOPE18" RCP110' @ 0.5% SLOPE18" RCP14' @ 0.5% SLOPE15" RCP19' @ 0.5% SLOPE15" RCP99' @ 0.5% SLOPE15" RCP93' @ 0.5% SLOPE15" RCP22' @ 0.5% SLOPE15" RCP64' @ 0.5% SLOPE15" RCP142' @ 0.5% SLOPE18" RCP25' @ 0.5% SLOPEMAINTAIN TOP OFBANK OF EXISTINGDITCH (TYP.)8.5'X9'X0.5' DEEPRIP-RAP(CLASS A EROSIONCONTROL STONE)8.5'X9'X0.5' DEEPRIP-RAP(CLASS A EROSIONCONTROL STONE)SAW CUT EXISTINGASPHALT AS NECESSARYTO TIE INTO EXISTINGGRADES (TYP.)INSTALL 6" 45° BENDS ANDWYES AS NECESSARY (TYP.)6" PVCSCH 40 (TYP.)COORDINATE ROOF DRAIN W/ARCH PLANS FOR DOWNSPOUTCONNECTION LOCATION (TYP).BASIN #1TOP = 193.5'TEMPORARY POOL = 192.75'PERMANENT POOL = 190.5'1-YR STORM ELEV. 192.1'10-YR STORM ELEV. = 192.7'BOTTOM = 183.5'SHWT = <180'8.5'X9'X0.5' DEEPRIP-RAP(CLASS A EROSIONCONTROL STONE)8.5'X9'X0.5' DEEPRIP-RAP(CLASS A EROSIONCONTROL STONE)PROPOSED 6' WIDEVEGETATED SHELF6:1 SLOPE FROM EL.190.0' TO EL. 191.0'PROPOSED TOP OF 3' WIDE FOREBAY @ 192.0'.6:1 SLOPE FROM EL. 190.0' TO EL. 191.0'RIP-RAP FOREBAY WALL FROM TOP TO EL. 190.5'2' THICK OVER GEOTEXTILE FABRIC (TOP OF RIP-RAPAT 192.0'; GRADES SHOWN AT TOP OF RIP-RAP)PROPOSED FOREBAYTOP = 193.5'BOTTOM = 188.0'PROPOSED TOP OF BASINVARIABLE WIDTH @ 193.5'PROPOSED 6' LENGTH,3' WIDE BASIN FOREBAYOVERFLOW WEIRBOTTOM = 190'BASIN #2TOP = 193.5'TEMPORARY POOL = 192.5'PERMANENT POOL = 190.5'1-YR STORM ELEV. 191.8'10-YR STORM ELEV. = 192.21'BOTTOM = 184.5'SHWT = <180'PROPOSED TOP OF 3' WIDE FOREBAY @ 192.0'.6:1 SLOPE FROM EL. 190.0' TO EL. 191.0'RIP-RAP FOREBAY WALL FROM TOP TO EL. 190.5'2' THICK OVER GEOTEXTILE FABRIC (TOP OF RIP-RAPAT 192.0'; GRADES SHOWN AT TOP OF RIP-RAP)PROPOSED 6' LENGTH,3' WIDE BASIN FOREBAYOVERFLOW WEIRBOTTOM = 190'PROPOSED FOREBAYTOP = 193.5'BOTTOM = 188.0'PROPOSED TOP OF BASINVARIABLE WIDTH @ 193.5'PROPOSED 6' WIDEVEGETATED SHELF6:1 SLOPE FROM EL.190.0' TO EL. 191.0'ALL STORM SEWER LINESAND STORMWATER CONTROLMEASURES TO BE OPERATEDAND MAINTAINED BY THEPROPERTY OWNER.D.I.#9RIM=192.50'15"INV.=189.81'THE OWNER MUST MAINTAIN A 1/2 HPSUBMERSIBLE SUMP PUMP CAPABLE OFPUMPING 20 GPM AT 15' TDH (MIN.) ATTHE FACILITY FOR REQUIRED DRAWDOWNOF THE WET PONDS, AS NECESSARYFOR MAINTENANCE.C.B.#14 TO MEETNCDOT DETAIL 840.02RIM=194.26'12"INV.=191.91'12" RCP57' @ 0.5% SLOPEEMERGENCY OVERFLOWCONCRETE LEVEL SPREADERLENGTH = 4.0'TOP = 193.0'EMERGENCY OVERFLOWCONCRETE LEVEL SPREADERLENGTH = 4.0'TOP = 193.0'PROPOSEDDITCH (TYP.)19 219319 3 FES MEETING NCDOTSTANDARD 838.8018"INV.=190.00'1 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:06 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS GRADING AND DRAINAGE PLAN NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24412PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U NDERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RKnow what'sbelow.before you dig.CallRNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.1.CURRENT OWNER:SQUARE AT LILLINGTON, LLCP.O. BOX 10189WILMINGTON, NC 284042.APPLICANT: REESE REAL ESTATE LILLINGTON, LLC1076 SUMMIT DRIVEMIDDLETON, OHIO 45042PHONE:513-292-58373.ENGINEER:QUIBLE & ASSOCIATES, P.C.P.O. DRAWER 870KITTY HAWK, NC 27949CONTACT: CATHLEEN M. SAUNDERS, PEPHONE: (252) 491-8147PHONE: (252) 491-8146 EMAIL: CSAUNDERS@quible.com4.PROPERTY ADDRESSES: 695 NC 210 S LILLINGTON, NC 27546PIN(S): 0559-36-8990, 0559-36-9800, 0559-36-9539PID(S): 10055906020001 03, 100559 0521, 100559 00325.PROPERTY ZONED: GENERAL BUSINESS (GB) W/IN LILLINGTON ETJ (TRANSITIONAL URBAN)LANDUSE CLASSIFICATION: MAIN STREET MIXED USE6.EXISTING LOT AREA = 199,193.4 SF / 4.57 ACRES (AREAS BY COORDINATE METHOD.)7.SUBJECT REFERENCES: DB 1140, PG 482; DB 1135, PG 949, MB 2005, PG 6878.HORIZONTAL DATUM IS NAD83(2011), VERTICAL DATUM IS NAVD 1988.9.PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND SUBJECT TO CHANGES. BASED ON COMMUNITYCID NO. 370381; PANEL 0548; SUFFIX J. (MAP NUMBER 3720054800J) EFFECTIVE DATE: 10/3/2006.10.THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS,COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.11.PRIOR TO LAND DISTURBANCE, AN APPROVED SOIL EROSION AND SEDIMENTATION CONTROL PLAN ISREQUIRED.12.A LOCALLY APPROVED HIGH DENSITY STORMWATER PERMIT IS REQUIRED PRIOR TO LANDDISTURBANCE.13.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN SPOT ELEVATION GRADES AND MAINTAINPOSITIVE DRAINAGE.14.AREAS OF FILL SHALL BE EXCAVATED TO COMPACTED SUBGRADE AND BACKFILLED IN 6" LIFTS.15.ALL PIPES TO BE CLASS IV REINFORCED CONCRETE, UNLESS OTHERWISE NOTED.16.ALL REINFORCED CONCRETE PIPES (RCP) TO HAVE END TREATMENTS, EITHER FLARED END SECTIONS(FES) OR END WALLS. END WALLS TO BE CONSTRUCTED AS PER NCDOT STANDARD 838.01.17.STORMWATER ULTIMATELY DRAINS TO THE CAPE FEAR RIVER BASIN (WS-IV), STREAM POORHOUSECREEK (18-17.5).NOTESLEGENDPROPOSED ASPHALT PAVEMENTEXISTING ASPHALT PAVEMENTPROPOSED CONCRETE PAVEMENTEX. TELEPHONE PEDESTALTEX. UTILITY POLEEX. WATER LINEWEX. CABLE TV BOXCEX. DRAINAGE PIPEEX. SANITARY SEWER LINESSEX. UG GAS LINEG10EXISTING CONTOUR9.0PROPOSED CONTOUR9.0PROPOSED SPOT GRADE(TOP OF ASPHALT & FLOW LINE)(UNLESS OTHERWISE NOTED)PROPOSED STORM PIPE (CLASS IV RCP)PROPOSED DROP INLETPROPOSED DRAINAGE FLOW"Do""B""D"RCP ORHDPEEXCAVATED TRENCH WIDTH"B"4" NO. 57 STONE FOR RCPFOR RCP, BEDDINGAND HAUNCHMATERIAL TO BECATEGORY I,II,&IIISOIL TYPESN.T.S.4" MIN.ADDITIONAL (Do/2) NO. 57STONE FOR HDPE"Do/2""Do"/2 TRENCH SHALL BEBACKFILLED WITH CLEANSAND AND TOPPED WITHTOP SOIL. IF LOCATED INPAVEMENT, PAVE PER"SAW CUT" CONSTRUCTIONPATCH DETAILHAUNCHINGRCP PIPEDIA. "D""B"2"-15"8"18"-24"10"30"-48"18"NOTES:1. ALL PIPE JOINTS SHALL BEWRAPPED WITH NCDOT TYPE IIGEOTEXTILE OR APPROVEDEQUIVALENT.TRENCH WIDTH MUST BEWIDE ENOUGH TOACCOMMODATECOMPACTION EQUIPMENTSTORM PIPE TRENCH SECTIONPROPOSED DITCH TTTFS N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 2PB 2005, PG 687N/FMASSMUTUAL ASSET FINANCE LLCDB 4109, PG 775LOT 3PB 2005, PG 68770.0' 65.0'50' INGRESS/EGRESSEASEMENT, DB 979, PG 69PC F, SL 52-AN 8 1 ° 0 3 ' 2 2 " W 42 1 . 5 6 'N 45 ° 32 ' 22 " W 1 6 5 . 4 3 'C1(T)N 73° 20' 28" E 160.26'S 16° 39' 32" E383.09' (T)S 73° 20' 28" W5.00'S 16° 39' 32" E191.84'C2181.11'50.00'106.55'100.40'126.14'88.30' (TIE)205.92' (TIE)S 22° 48' 03" W148.96' (TIE)S 25° 23' 12" W163.81' (TIE)S 25° 23' 12" WN 6 4 ° 3 3 ' 5 2 " W (TIE)C3C4(TIE)NC GRID NAD83(2011)171.3'126.7'171.3'126.7'SSSSSSSSSSSMAGN 596,996.849 sFTE 2,054,002.607 sFT5/8"EIR(0.3'BG)5/8"EIR (1.2'BG)N 596,590.444 sFTE 2,053,639.185 sFTNAD83(2011)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.1'BG)5/8"EIR(0.2'BG)5/8"SIR(0.1'BG)5/8"EIR(0.1'BG)1"EIPBENT(0.1'BG)1"EIP(0.2'BG)5/8"EIRIN ASPHALT(FLUSH)MAG5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)NO PARKINGFIRE LANENO PARKINGFIRE LANENO PARKINGFIRE LANEHY DS NC HWY 210R/W VARIESS. MAIN ST.R/W VARIESFDCHYDSALL ROOF DRAINS TOCONNECT TOSTORMWATER NETWORK0.6% 0.5% 2.0%1.5%0. 7 % 0.7 %1.3%1.0%1.0%2. 2 %0.9%0.7%2.9 %1.9%1.6%1.7% 1.7% 0.3%0.5%2.9%1.0%0.9%1.0%0.4%1.5%WET DETENTION BASINS SHALL BEUTILIZED AS A SEDIMENT BASIN FOREROSION CONTROLS DURINGCONSTRUCTION. INSTALL THE OVERFLOWPER GRADING AND DRAINAGE PLANSAND INSTALL SKIMMER. ACCUMULATEDSEDIMENT SHALL BE REMOVED FROMTHE BASIN UPON COMPLETION OFCONSTRUCTION ACTIVITIES.190191192193194194194190186187188189191192193194185190190190191192193193COVERED VESTIBULEPROPANE TANKFOR DISTRIBUTIONSHALL BEINTERIOR TO THEFENCED OUTDOORDISPLAY AREAPROPOSEDCONCRETEPROPOSED1 STORYTRACTOR SUPPLY BUILDING±21,931 SF TOTAL21,702 SF MAIN BUILDING228 SF VESTIBULEFFE = 195.0'PROPOSEDCONCRETEHEAVY DUTYASPHALTLIGHT DUTYASPHALTPROPOSEDEQUIPMENTDISPLAY AREA(±3,000 SF)LIVE GOODSCENTER AREA2,640 SF(1,600 SFSHADED)PROPOSEDFENCED OUTDOORDISPLAY AREA(±18,441 SF)190188189191192S S1.6%1.4%1.2%1.4%3.3%ASPHALTASPHALTELLIPTICAL CMPBURIED CMPELLIPTICAL C M PWETLANDSPRIVATEACCESSROADWAYASPHALTA S P H A L T 3 0 ' BU F FER WETLANDS3 0 ' B U F F E R 1 0 0 ' B U F F E R SMH#2RIM=189.97'I.I.=181.77'I.O.=181.67'100' BUFFER30' BUFFER100' BUFFER30' BUFFERTOP OFBANK(TYP.)CL DITCH(TYP.)POORHOUSECREEK2' CONCCURB &GUTTEROVERHEADUTILITIES(TYP.)CONC.HEADWALLCONC.HEADWALLSMH#8RIM=194.75'I.I.=188.05'I.O.=187.45'WETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023 & FEB.2024 (APPROX. LOCATIONNOT FIELD SURVEYED)EX. RIP-RAP(TO REMAIN)EX. RIP-RAP(TO REMAIN)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)MEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. FORCEMAIN SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 16" WATERLINE SHOWN PERGIS INFORMATION (NOT MARKEDDURING FIELD SURVEY)PROPOSED LIMITS OFDISTURBANCE ± 162,639 SFPROPOSED SILTFENCE (TYP.)± 1,631 LFLIMITS OFDISTURBANCE(TYP.)PROPOSEDSILT FENCE(TYP.)PROPOSED SILTFENCE (TYP.)PROPOSED INLETPROTECTION(TYP.)POROUS BAFFLEWALL (TYP.)PROPOSEDFAIRCLOTHSKIMMERCULVERT OUTLETPROTECTION(TYP.)ALL AREAS OF LAND DISTURBANCE SHALL BEMULCHED, TEMPORARY SEEDED AND PERMANENTSEEDED IN ACCORDANCE WITH THE STANDARDVEGETATIVE PRACTICES OF THE NCESC PLANNINGAND DESIGN MANUAL, LATEST EDITION.DRIVE AISLE TO BEUSED FOR STOCKPILEAREA DURINGCONSTRUCTIONINSTALL EXCELSIORMATTING AS NEEDEDTO STABILIZE STEEPERSLOPES (TYP.)ENTRANCELAT: N035° 23' 23.8693"LONG: W078° 49' 09.3832"STABILIZE ALL DITCHESWITHIN 7 DAYS. (TYP.)BASIN #1 TO BE INSTALLEDAFTER TOWN OF LILLINGTONSANITARY SEWERINSTALLATION. BAFFLES ANDSKIMMERS REQUIRED ASSHOWN IF UPSTREAMDISTURBANCE IS NOT YETSTABILIZED.INSTALL EXCELSIORMATTING AS NEEDEDTO STABILIZE STEEPERSLOPES (TYP.)19219319 3 1 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:06 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS SOIL EROSION & SEDIMENT CONTROL PLAN NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24512PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U NDERSNOR T H CARO L I NAPRO F E SSIO N ALENGINEE RKnow what'sbelow.before you dig.CallRNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.NOTES1.CURRENT OWNER:SQUARE AT LILLINGTON, LLCP.O. BOX 10189WILMINGTON, NC 284042.APPLICANT: REESE REAL ESTATE LILLINGTON, LLC 1076 SUMMIT DRIVEMIDDLETON, OHIO 45042PHONE:513-292-58373.ENGINEER:QUIBLE & ASSOCIATES, P.C.P.O. DRAWER 870KITTY HAWK, NC 27949CONTACT: CATHLEEN M. SAUNDERS, PEPHONE: (252) 491-8147PHONE: (252) 491-8146 EMAIL: CSAUNDERS@quible.com4.PROPERTY ADDRESSES: 695 NC 210 S LILLINGTON, NC 27546PIN(S): 0559-36-8990, 0559-36-9800, 0559-36-9539PID(S): 10055906020001 03, 100559 0521, 100559 00325.PROPERTY ZONED: GENERAL BUSINESS (GB) W/IN LILLINGTON ETJ (TRANSITIONAL URBAN)LANDUSE CLASSIFICATION: MAIN STREET MIXED USE6.EXISTING LOT AREA = 199,193.4 SF / 4.57 ACRES (AREAS BY COORDINATE METHOD.)7.SUBJECT REFERENCES: DB 1140, PG 482; DB 1135, PG 949, MB 2005, PG 6878.HORIZONTAL DATUM IS NAD83(2011), VERTICAL DATUM IS NAVD 1988.9.PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND SUBJECT TO CHANGES. BASED ONCOMMUNITY CID NO. 370381; PANEL 0548; SUFFIX J. (MAP NUMBER 3720054800J) EFFECTIVEDATE: 10/3/2006.10.THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS,COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.11.A LOCALLY APPROVED HIGH DENSITY STORMWATER PERMIT IS REQUIRED PRIOR TO LANDDISTURBANCE.FLOWN.T.SFLOW24"SYNTHETIC FILTER FABRIC(TYP)FLOW8' MAX SPACING FOR STANDARDSTRENGTH FABRIC WITH WIRE FENCE6' MAX SPACING FOR EXTRA STRENGTHFABRIC WITHOUT WIRE FENCE18-24" STEEL POST STEEL POST STEEL POST 4"X8" COMPACTEDBACKFILL TRENCH4"8"PLASTIC OR WIRETIES (EACH POST)FLOWWIREFENCEFILTERFABRICBACKFILL TRENCHAND COMPACTTHOROUGHLY4"8" 24"STEELPOSTSILT FENCE DETAIL SOIL EROSION & SEDIMENTATION CONTROL SEQUENCE OF CONSTRUCTION:PRECONSTRUCTION:1)OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.2)FLAG AND/OR ROUGH STAKE WORK LIMITS.3)HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, ANDAPPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OFCONSTRUCTION ACTIVITIES.CONSTRUCTION (PHASE 1):4)INSTALL CONSTRUCTION ENTRANCE & SILT FENCING AT LOCATIONS SHOWN ON PLAN.5)ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACEPRIOR TO ANY DEMOLITION.6)COMPLETE CLEARING AND GRUBBING PROCEDURES.7)GRADE SITE ACCORDING TO PLAN AND BEGIN CONSTRUCTION OF PROPOSEDIMPROVEMENTS. INSTALL WET POND BASIN #2 TO ACT AS SEDIMENT BASIN DURINGCONSTRUCTION.8)INSTALL CONTRIBUTING STORM CONVEYANCES INCLUDING RIP-RAP APRONS, MATINGAND ASSOCIATED EROSION CONTROLS. TEMPORARY STORMWATER DIVERSIONS MUST BEINSTALLED TO DIRECT RUNOFF TOWARDS BASIN #2 UNTIL BASIN #1 INSTALLATIONDURING PHASE 2.9)STORMWATER NETWORK FROM CB #13 TO CB #3 AND ASSOCIATED OUTFALL CAN BEINSTALLED WITHIN PHASE 1. BASIN #1 FOREBAY TO BE INSTALLED TO ASSIST INDISSIPATING FLOW AND ACT AS A SEDIMENT TRAP PRIOR TO PHASE 2.10)TOWN SANITARY SEWER INSTALLATION TO BE COMPLETED.CONSTRUCTION (PHASE 2):11)STORM PIPING FROM CB#5 TO CB#3 TO BE INSTALLED AFTER TOWN SEWER INSTALL.12)COMPLETE FINAL GRADING OF THE GROUNDS, TOPSOIL, PERMANENTLY SEED,LANDSCAPE, AND MULCH.13)ALL EROSION & SEDIMENTATION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTERHEAVY RAINFALL EVENT. NEEDED REPAIRS AND MAINTENANCE WILL BE MADEIMMEDIATELY. FURTHERMORE, IF ANY WIND OR STORMWATER RUNOFF EROSIONDEVELOPS DURING THE CONSTRUCTION OF THE PROJECT, ADDITIONAL EROSION ANDSEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO ADDRESS THE PROBLEMAREA.14)ONCE THE SITE CONSTRUCTION IS COMPLETE AND DENUDED SURFACES ARE FULLYSTABILIZED; ALL STORMWATER CONVEYANCES, STRUCTURES, PIPING AND BASINSSHALL BE CLEANED OF ALL SILT/DEBRIS WHICH MAY HAVE ACCUMULATED DURINGCONSTRUCTION. CONTRACTOR SHALL VERIFY DESIGN GRADES OF ALL STORMWATERCONVEYANCES INCLUDING THE BASIN AND RESTORE TO DESIGN SPECIFICATIONS ASNECESSARY.15)UPON THE REMOVAL OF ACCUMULATED SEDIMENTS AND SITE STABILIZATION, ALLREMAINING EROSION CONTROLS MAY BE REMOVED FROM THE DEVELOPMENT. ALLDOWNSTREAM EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL THE COMPLETION OFALL OTHER DEVELOPMENT CONSTRUCTION ACTIVITIES.N.T.S.STOCKPILE DETAILSTOCKPILESTOCKPILECONSTRUCTION & MAINTENANCE NOTES:1.CONTRACTOR MUST PROTECT TOPSOILSTOCKPILES BY TEMPORARILY SEEDINGAS SOON AS POSSIBLE, NO MORE THAN21 CALENDAR DAYS AFTER THEFORMATION OF THE STOCKPILE2.CONTRACTOR MUST STABILIZESTOCKPILES WITH PERMANENTVEGETATION TO CONTROL EROSION ANDWEED GROWTH IF THE STOCKPILE WILLLAY DORMANT FOR MORE THAN 90 DAYS3.TEMPORARY STOCKPILES ON THEINTERIOR PORTION OF THECONSTRUCTION SITE MAY NOT REQUIRESTOCKPILE PERIMETER CONTROLS. OTHERDOWN GRADIENT CONTROLS (INCLUDINGSITE PERIMETER CONTROL) MUST BE INPLACE TO REMOVE STOCKPILE PERIMETERCONTROLSTOP VIEWN.T.S.SECTION VIEWN.T.S.21MAXSILT FENCE(SEE DETAIL)SILT FENCE(SEE DETAIL)3'MIN7' MAX HEIGHTSOIL EROSION & SEDIMENTATION CONTROL NOTES:1.AREA TO BE DISTURBED: ± 162,639 SF (± 3.7 AC.)2.PROVIDE A GROUNDCOVER STABILIZATION (TEMPORARY OR PERMANENT) ON ALL DENUDED DOWNSTREAMSURFACES FOLLOWING THE COMPLETION OF LAND DISTURBING ACTIVITIES PER THE CRITERIA LISTED BELOW:a.PERIMETER DIKES, BERMS, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED IN 7 DAYS.b.HIGH QUALITY WATER (HQW) ZONES SHALL BE STABILIZED IN 7 DAYS.c.DOWNSTREAM SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED IN 7 DAYS. IF SLOPES ARE 10' ORLESS AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.d.DOWNSTREAM SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH SHALL BE STABILIZED IN 14DAYS. SLOPES 3:1 OR FLATTER EXCEEDING 50' IN LENGTH SHALL BE STABILIZED IN 7 DAYS.e.ALL OTHER DOWNSTREAM AREAS WITH SLOPES 4:1 OR FLATTER SHALL BE STABILIZED WITHIN 14DAYS.3.IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1-SEP.30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTILTHE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BEESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDINGSPECIFICATIONS).4.IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTIONANY LOCATION ON THE PROJECT SITE, ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALLBE INSTALLED IMMEDIATELY AS DIRECTED BY THE ENGINEER TO ADDRESS THE PROBLEM AREA AND PREVENTDAMAGE TO ADJACENT PROPERTIES.5.SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARYUNTIL PERMANENT CONTROLS ARE ESTABLISHED.a.A RAIN GAUGE MUST MUST BE KEPT ON SITE.b.DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BELOCATED AT LEAST 50 FEET FROM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.c.ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK ANDWITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING A 24 HOURPERIOD). IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN FOR ANY DEVICE FAILURE.d.INSPECT ALL OUTLETS WHERE RUNOFF LEAVES SITE AND EVALUATE EFFECT ON NEARBY STREAMS.TAKE CORRECTIVE ACTION IF NECESSARY.e.MAINTAIN RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS.f.EARTHWORK NOTE: OFFSITE BORROW MATERIAL SHALL COME FROM AN NCDEQ LAND QUALITY SECTIONAPPROVED SITE. OFFSITE DISPOSAL OF EXCESS MATERIAL SHALL BE TO AN NCDEQ LAND QUALITYSECTION APPROVED SITE.WVSWEEX. DRILL HOLELEGENDEX. UTILITY POLEEX. IRON RODEX. FIRE HYDRANTHYDEX. MAG NAILEX. WATER VALVEEX. SEWER MANHOLEEX. WATER METEREX. ELECTRICAL CONNECTIONEXISTING CONCRETEEX. EXTERIOR LIGHTEX. LIGHT POLEEXISTING ASPHALT PAVEMENTPROPOSED CONCRETEPROPOSED ASPHALT9.0PROPOSED CONTOURPROPOSED LIMITS OFDISTURBANCE10EXISTING SPOT GRADEEXISTING CONTOURPROPOSED FLOWDIRECTION AND SLOPE10.0'PROPOSED SILT FENCEXLDPROPOSED CULVERT PROTECTIONPROPOSED INLET PROTECTION1.0 %NATURALGROUNDRIPRAPHEADWALLFLOWCLASS B RIPRAPFILTER BERMNCDOT #5 OR #57WASHED STONESFLOW FLOWFLOWPIPE INVERT,36' PIPE MAXPIPE INVERT1'3'NATURALGROUNDRIPRAPHEADWALL,1' MIN. HEIGHTFROM ROADSHOULDERCLASS B RIPRAPNCDOT #5 OR#57 WASHED STONEFLOW1.5'2'N.T.S.CULVERT INLET PROTECTIONFilter blanketLaWdo do = PIPE DIALa = APRON LENGTHW = APRON WIDTH installed between the rip rap and soil foundation.- A filter blanket or filter fabric should beALL OUTLET PROTECTION SHALL BE 6'x10'x0.5'PLANRIP-RAP OUTLET DETAILN.T.S.AAEROSION CONTROL STONECLASS A NCDOT doCLASS A NCDOTEROSION CONTROL STONEPROPOSED EXCELSIOR MATTINGPROPOSED BAFFLE WALLPROPOSED SKIMMERMAINTENANCE:INSPECT SEDIMENT FENCES AT LEASTONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRSIMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENTFENCE COLLAPSE, TEAR, DECOMPOSE ORBECOME INEFFECTIVE, REPLACE ITPROMPTLY.REMOVE SEDIMENT DEPOSITS ASNECESSARY TO PROVIDE ADEQUATESTORAGE VOLUME FOR THE NEXT RAINAND TO REDUCE PRESSURE ON THEFENCE. TAKE CARE TO AVOID UNDERMININGTHE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS ANDUNSTABLE SEDIMENT DEPOSITS AND BRINGTHE AREA TO GRADE AND STABILIZE ITAFTER THE CONTRIBUTING DRAINAGE AREAHAS BEEN PROPERLY STABILIZED.1.CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.2.INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE STONE SHOULDBE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OFTHE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULDBE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.3.A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THERIPRAP.4.THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18INCHES BELOW NATURAL GRADE.5.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINALGRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.MAINTENANCE:INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH ORGREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENTSTORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THEDESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREAAND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BEREPLACED IMMEDIATELY.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTUREAND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDEPERMANENT GROUND COVER (SURFACE STABILIZATION).CONSTRUCTION & MAINTENANCE NOTES:1.ENSURE THAT THE SUBGRADE FOR THE FILTERAND RIPRAP FOLLOWS THE REQUIRED LINES ANDGRADES SHOWN IN THE PLAN. COMPACT ANY FILLREQUIRED IN THE SUBGRADE TO THE DENSITY OFTHE SURROUNDING UNDISTURBED MATERIAL. LOWAREAS IN THE SUBGRADE ON UNDISTURBED SOILMAY ALSO BE FILLED BY INCREASING THE RIPRAPTHICKNESS.2.THE RIPRAP AND GRAVEL FILTER MUST CONFORMTO THE SPECIFIED GRADING LIMITS SHOWN ONTHE PLANS.3.FILTER CLOTH, WHEN USED, MUST MEET DESIGNREQUIREMENTS AND BE PROPERLY PROTECTEDFROM PUNCHING OR TEARING DURINGINSTALLATION. REPAIR ANY DAMAGE BYREMOVING THE RIPRAP AND PLACING ANOTHERPIECE OF FILTER CLOTH OVER THE DAMAGEDAREA. ALL CONNECTING JOINTS SHOULD OVERLAPSO THE TOP LAYER IS ABOVE THE DOWNSTREAMLAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE ISEXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.4.RIPRAP MAY BE PLACED BY EQUIPMENT, BUTTAKE CARE TO AVOID DAMAGING THE FILTER.5.THE MINIMUM THICKNESS OF THE RIPRAP SHOULDBE 1.5 TIMES THE MAXIMUM STONE DIAMETER.MAINTENANCE: INSPECT RIPRAP OUTLETSTRUCTURES WEEKLY AND AFTER SIGNIFICANT(1/2 INCH OR GREATER) RAINFALL EVENTS TOSEE IF ANY EROSION AROUND OR BELOW THERIPRAP HAS TAKEN PLACE, OR IF STONES HAVEBEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER DAMAGE.CONSTRUCTION & MAINTENANCE NOTES: PROFILE OF STORM SEWER BASIN 1 (2)SCALE: 1"= 30'VERTICAL SCALE: 1"= 6'VERTICAL SCALE IS EXAGGERATED 5 TIMES1841861881901921941961981841861881901921941961980+000+501+001+502+002+503+003+503+84192.6191.7191.0190.9190.9190.1189.1 189.8 190.0 192.61191.67191.03190.90190.92190.06189.15 189.81 190.04 18" RCP15' @ 0.5% SLOPEC.B.#2 TO MEETNCDOT DETAIL 840.02RIM=193.70'15"INV.=190.08'18"INV.=190.08'15" RCP142' @ 0.5% SLOPEC.B.#10 TO MEETNCDOT DETAIL 840.02RIM=193.55'15"INV.=190.56'15"INV.=190.56'C.B.#12 TO MEETNCDOT DETAIL 840.02RIM=193.91'15"INV.=190.89'15"INV.=190.89'15" RCP64' @ 0.5% SLOPE15" RCP93' @ 0.5% SLOPEC.B.#13 TO MEETNCDOT DETAIL 840.02RIM=194.04'12"INV.=191.62'15"INV.=191.62'C.B.#14 TO MEETNCDOT DETAIL 840.02RIM=194.26'12"INV.=191.91'12" RCP57' @ 0.5% SLOPEPROFILE OF STORM SEWER BASIN 1SCALE: 1"= 30'VERTICAL SCALE: 1"= 6'VERTICAL SCALE IS EXAGGERATED 5 TIMES18418618819019219419619820018418618819019219419619820020+0020+5021+0021+5022+0022+5022+60PROFILE OF STORM SEWER BASIN 2SCALE: 1"= 30'VERTICAL SCALE: 1"= 6'VERTICAL SCALE IS EXAGGERATED 5 TIMES18418618819019219419619820018418618819019219419619820010+0010+5011+0011+5012+0012+50193.5 193.0 192.6 192.7 192.6 193.51 192.98 192.62 192.69 192.60 189.4189.3188.6189.8190.4189.38189.26188.63189.83190.40 C.B.#5 TO MEETNCDOT DETAIL 840.02RIM=194.50'15"INV.=191.47'C.B.#4 TO MEETNCDOT DETAIL 840.02RIM=194.15'15"INV.=191.05'15"INV.=191.05'C.B.#3 TO MEETNCDOT DETAIL 840.02RIM=193.53'15"INV.=190.64'18"INV.=190.64'18" RCP110' @ 0.5% SLOPE18" RCP14' @ 0.5% SLOPE15" RCP99' @ 0.5% SLOPEC.B.#6 TO MEETNCDOT DETAIL 840.02RIM=194.34'18"INV.=190.43'18"INV.=190.43'C.B.#8 TO MEETNCDOT DETAIL 840.02RIM=194.00'15"INV.=191.50'C.B.#7 TO MEETNCDOT DETAIL 840.02RIM=193.92'15"INV.=190.99'18"INV.=190.99'15" RCP79' @ 0.5% SLOPE15" RCP82' @ 0.5% SLOPE18" RCP25' @ 0.5% SLOPEDRAW-DOWN STRUCTURE DETAILN.T.S.DISCHARGE PIPE SIZE (C)DISCHARGE PIPE INV. (D)PERM. POOL ELEVATION (G)TEMP. POOL ELEVATION (F)6"CONCRETE BASENOTE: A FAIRCLOTH SKIMMER TO BE INSTALLED DURING THE INITIAL CONSTRUCTION OF THE WETBASIN. THE SKIMMER IS TO BE CONNECTED TO THE 8" STUB-OUT ON THE WET BASIN OVERFLOWSTRUCTURE. THE WET BASIN WILL SERVE AS A SEDIMENT BASIN DURING THE CONSTRUCTION OF THESITE. ONCE THE SITE HAS BEEN FULLY STABILIZED THE FAIRCLOTH SKIMMER IS TO BE REMOVED,CAPPED STUB AND THE SPECIFIED DRAW DOWN PIPE IS TO BE INSTALLED PER THE BASIN OVERFLOWSTRUCTURE DETAIL. THE STUB-OUT FOR THE DRAW DOWN PIPE SHALL BE CAPPED DURINGCONSTRUCTION DRAW DOWN STRUCTURE TABLEWET POND #1WET POND #2DRAW DOWN INV. - 6" PVC (A)190.5'190.5'TOP OF STRUCTURE (B)192.75'192.5'DISCHARGE SIZE (C)15"15"DISCHARGE ELEV (D)188.0'189.8'STRUCTURE WIDTH (E)5.0'5.0'TEMPORARY POOL ELEV. (F)192.0'192.0'PERMANENT POOL ELEV. (G)190.5'190.5'BASIN BOTTOM ELEV. (H)183.5184.5SKIMMER STUB INV (I)190.5'190.5'FOREBAY WEIR ELEV. (J)192.0'192.0'FOREBAY WEIR WIDTH (K)2.0'4.0'6" INV (A)8" INV (I)NOTE: PRECAST CONCRETESTRUCTURE TO MEETSTRUCTURAL REQUIREMENTSOF NCDOT 840.02WIDTH (E)8" PVC STUBBEDINTO BOX FORTEMP. SKIMMERPRE-CAST CONCRETESTRUCTURE (STRUCTURALDESIGN BY OTHERS)STAINLESS STEEL TRASHRACKW/ STAINLESS STEEL FASTENERSIN ACCORDANCE W/ NCDEQSTORMWATER MANUAL6" COMPACTED GRAVELCOMPACTED SUB-GRADE6" PVC STUBBED TO6" BELOW PERM. POOLCONTRACTOR TO PAINT PVCPIPE TO PROTECT PIPEFROM UV BIODEGRATION(COLOR BY OWNER)6" PVC TEE6" PVC SCREW TYPE PLUGW/ DRILLED HOLE FOR VENTINGANTI-FLOATATION SLAB6" PVC STUBBEDINTO BOX W/WATERTIGHTCONNECTION6" PVC CAP WITH1.5" HOLE DRILLED OUT (BASIN #1)1.25" HOLE DRILLED OUT (BASIN #2)RECTANGULARWEIR ELEV. (J)WIDTH (K)TOP OF STRUCTURE (B)1 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:06 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS DRAINAGE DETAILS NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24612PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U NDERSNOR T H CARO L I NAPRO F E SSIO N ALENGINEE RKnow what'sbelow.before you dig.CallRNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.(TYPICAL)4"x8"x16"SOLID BLOCKBRICK COPING24"x24" GRATEFRAME & GRATE:CAPITOL FOUNDRY2424PED CATCH BASININLET GRATE & FRAMEBRICK COPINGB8"8"8"8"CONCRETE BASECONCRETE BASE6" 4"A4" 6"PLANSECTION X-XSECTION Y-YWITH COPING REMOVEDYXYXVARIES STORM INLET DETAILN.T.S.MIN. DIMENSIONS FOR CATCH BASIN(NCDOT 840.05)PIPESPANWIDTHHEIGHTDABH12"3'-6"2'-3"1'-10"15"3'-6"2'-3"2'-1"18"4'-0"2'-8"2'-4"NOTE: ALL CATCH BASINS WITHIN CURB AND GUTTERSHALL MEET NCDOT STANDARD DETAIL 840.02 3'-0"x2'-2" CONCRETE CATCH BASIN WITH 840.03 STD.FRAME, GRATE, AND HOOD. EXISTING GRADE3:1 MAX.SWALE TO BE SEEDED3:1 MAX.EXISTING GRADEIN ACCORDANCE WITHGENERAL SEEDINGSPECIFICATIONSESTABLISH NEW DITCH INVERTTYPICAL SWALEN.T.S.CONSTRUCTION & MAINTENANCE NOTES:1.REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THEFOUNDATION AREA, AND DISPOSE OF PROPERLY.2.EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ONTHE PLANS PLUS A 0.2-FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOWFOR BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP.3.REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAYENTER THE CHANNEL FREELY.4.THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THESEVERITY OF THE CONDITIONS AND SELECTION OF SPECIES. PROTECT THE CHANNELWITH MULCH OR A TEMPORARY LINER SUFFICIENT TO WITHSTAND ANTICIPATEDVELOCITIES DURING THE ESTABLISHMENT PERIODMAINTENANCE:DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-LINED CHANNELS AFTER EVERYRAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECKIT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT ISPARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGSFOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALLSIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYINGCAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCEIT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL1.5'WEIR WIDTH (B)1.5'VEGETATEDBERMFILTER FABRICBASIN OVERFLOW WEIR TOP OF WEIR (A)TOP OF BASIN (C)3:13:1FILTER FABRIC TOEXTEND TO INVERTOF SWALELEVEL SPREADER(CONCRETE)OVERFLOW WEIR TABLEBASIN 1BASIN 2WEIR ELEV. (A)193.0'193.0'WEIR WIDTH (B)4.0'4.0'TOP OF BASIN ELEV. (C)193.5'193.5'ARMOREDFOREBAYWALL6:1 SLOPE136' WIDEVEGETATIVE SHELFREFERENCENARRATIVE FORPLANT TYPESAND SPACING10:1 SLOPETEMPORARY POOL3:1 MAX. SLOPEVEGETATE AS PERTHE GENERAL SEEDINGSPECIFICATIONSTOP OF BERMWIDTH VARIES13PERMANENT POOLSIDEWALL @ 2:1 MAX. SLOPEPERMANENTPOOLFLOORPERMANENT POOLSIDEWALL @ 2:1 MAX. SLOPENATIVE SOILSPERMANENT POOLMAIN PONDN.T.S.FOREBAY SIDEWALL2:1 MAX. SLOPEFOREBAYFLOORFOREBAY SIDEWALL2:1 MAX. SLOPEFOREBAYPERMANENT POOLNATIVE SOILSTEMPORARY POOL3:1 MAX. SLOPE VEGETATE AS PERTHE GENERALSEEDING SPECIFICATIONSPERMANENT POOLSURFACE ELEVATION: SEE PLANMAXIMUM ELEVATION: SEE PLANTEMPORARY POOLPERMANENT POOLSURFACE ELEVATION: SEE PLANMAXIMUM ELEVATION: SEE PLANTEMPORARY POOLELEV: SEE PLANELEV: SEE PLANLOCATIONBELOW (W/IN 1 FOOT) PERM. POOLBELOW (W/IN 1 FOOT) PERM. POOLTHREE ROWS OF PLANTINGS ARE PROPOSED; A SINGLE ROW OF GROUNDSEL BUSHOR WAX MYRTLE AT THE UPPER EDGE OF THE VEGETATED SHELF AND TWO ROWS OF RUSHES,SAWGRASS OR WATER MILLET (MIXTURE) TO BE LOCATED ON THE VEGETATED SHELF WITHIN RUSHES, SAWGRASS,LEGENDCOMMON NAMECOMMON RUSHSOFTSTEM BULRUSHTHE PERMANENT POOL WATERLINE (ON 10:1 SHELF).A MINIMUM OF THREE SPECIES SHALL BE Schoenoplectus Juncus effususNOTES:PLANT SPECIES2' O.C.2' O.C.SPACINGPROVIDED. SUBSTITUTIONS ALLOWED PROVIDED SUBSTITUTE PLANT IS IN ACCORDANCE WITH THE NCDENR STORMWATER BMP MANUAL, CHAPTER 6 AND CHAPTER 9 REQUIREMENTS. ALL SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER. BELOW (W/IN 1 FOOT) PERM. POOLBELOW (W/IN 1 FOOT) PERM. POOLWATER MILLETSAWGRASSCladium spp.Zizaniopsis miliacae2' O.C.2' O.C.tabernaemontaniOR WATER MILLETSEED DETENTION BASINAS PER THE GENERALSEEDING SPECIFICATIONELEVATIONS VARY (SEEPLANS FOR CONTOURELEVATION INFORMATION)ELEVATIONS VARY (SEEPLANS FOR CONTOURELEVATION INFORMATION)REFERENCE STORMWATERMANAGEMENT PLANNARRATIVE FOR PLANT TYPES,LOCATION AND SPACING.TYPICAL WET DETENTION BASINPLANTING DETAILSEEDING DATES: APRIL 1 - AUGUST 31:SEED MIXTURE APPLICATION RATES/ACREREBEL II FESCUE130 LBS.COMMON BERMUDA 'SAHARA" 215 LBS.(HULLED)SEEDING DATES: SEPT. 1 - MARCH 31:SEED MIXTURE APPLICATION RATES/ACREREBEL II FESCUE250 LBS.COMMON BERMUDA 'SAHARA" 215 LBS.(UNHULLED)SEEDING DATES: AUG. 16 - APRIL 15:SEED MIXTURE APPLICATION RATES/ACRERYE GRAIN120 LBSSEEDING DATES: APRIL 16 - AUG. 15:SEED MIXTURE APPLICATION RATES/ACREGERMAN MILLET40 LBSTEMPORARY VEGETATIONPERMANENT VEGETATIONSEEDING SPECIFICATIONSSEEDBED PREPARATION:LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES(>3"), AND OTHER MATERIALS, AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE-COMPACTED UTILIZING ACULTIPACKER ROLLER AND A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.SOIL AMENDMENTS:OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACREGROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.MULCHING:APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING OR BYCRIMPING WITH A MULCH ANCHORING TOOL.MAINTENANCE:SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLYAND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGEBARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEWSEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE-SEEDED, ANDMULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED REGARDLESS OF COUNTYISSUANCE OF A CERTIFICATE OF OCCUPANCY AND FINAL PAYMENT WILL NOT BE AWARDED UNTIL COMPLETE ESTABLISHMENT OF VEGETATIVE COVER.)WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAINPRODUCTIVE STANDS. DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:07 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS SOIL EROSION SEDIMENT CONTROL DETAILS NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24712PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U N DERSNOR T H CARO L I NAPRO F E SSIO N ALENGINEE RNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.SCH 40 PVC PIPEWATER SURFACEPVC END CAPPVC PIPE 1/2" HOLES IN UNDERSIDESCH 40 PVC PIPEPVC VENT PIPEPVC TEEFLEXIBLE HOSEPVC TEEORIFICE PLATENOTES:INSTALL, DEWATER AND MAINTAIN PERMANUFACTURER'S SPECIFICATIONSARM ASSEMBLYPVC END CAPPVC ELBOWWATER ENTRY UNIT"C" ENCLOSUREBOTTOM SURFACEEND VIEWN.T.S.FRONT VIEWN.T.S.TOP VIEWN.T.S.SKIMMER DETAILN.T.S.OVERFLOW/SPILLWAY CRESTRISER CRESTTOP OF BASINTOP OF BASINSEDIMENTCLEAN OUTSTAKEFAIRCLOTH SKIMMERCMU INLET PROTECTION#57 WASHED STONEPRECASTSTORM SEWERSTRUCTURERIP-RAP APRONINVERT OF BASINSTORM SEWER PIPE NETWORKSKIMMER SEDIMENT BASIN DETAILN.T.S.INTERIOR BAFFLES(TYP.)NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be documented in the mannerdescribed:2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on thesite and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This general permit as well as the certificate of coverage, after it is received.(b)Records of inspections made during the previous 30 days. The permittee shall recordthe required observations on the Inspection Record Form provided by the Division ora similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.(c)All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made availableupon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that must be reportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume).(a)Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(b)Anticipated bypasses and unanticipated bypasses.(c)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Division's Emergency Response personnel at (800) 662-7956, (800)858-0368 or (919) 733-3300.CONCRETEWASHOUT10'MIN10'MINSILT FENCECLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)PLANCONCRETEWASHOUTONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERNOTES:1. ACTUAL LOCATION DETERMINED INFIELD2. THE CONCRETE WASHOUTSTRUCTURES SHALL BE MAINTAINEDWHEN THE LIQUID AND/OR SOLIDREACHES 75% OF THE STRUCTURESCAPACITY TO PROVIDE ADEQUATEHOLDING CAPACITY WITH A MINIMUM 12INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURENEEDS TO BE CLEARY MARKED WITHSIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALLBE MAINTAINED WHEN THE LIQUID AND/OR SOLIDREACHES 75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.SANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESAMIN.& X'MAX. 3'-0"BB10 MILPLASTIC LINING1:1 SIDE SLOPE(TYP.)SOIL BERMLOW FILTRATIONCOHESIVE &HIGH2'6"8"SOIL BERMLOW FILTRATIONCOHESIVE &HIGHSECTION B-BPLANNOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALESECTION A-AMIN. & X'MAX. 3'-0"LININGPLASTIC10 MIL1:1SIDE SLOPE(TYP.)BELOW GRADE WASHOUT STRUCTUREAA(MINIMUM)20 FT.6" MIN.MATCH EX. EDGE OF ASPHALTEXISTING ST R E E TN.T.SWASHED STONEGRAVEL CONSTRUCTIONENTRANCE/EXIT DETAILDEWATERINGCONCRETE BLOCK2:1 SLOPE, GRAVEL BERMNOTE: A GUTTER BUDDY© IS AN APPROVED EQUAL FORINLET PROTECTION ONCE THE INLETIS INSTALLEDN.T.S16"INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL, (LATEST EDITION) SECTION 6.52.INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETSYARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.STORM DRAINAGESTRUCTURE W/GRATENCDOT STANDARD #57WASHED STONETEMPORARY SEDIMENT POOLWIRE SCREEN8"X8"X16" CMUDEWATERING1' MIN2' MAXINLET PROTECTION50'FOR END ROLLOVERLAP, SEEDETAILBLANKET TO EXTEND AMINIMUM OF 3'-0"BEYOND TOE OF SLOPE.FOR BOTTOM OF SLOPETERMINATION, SEEDETAILSIDE SEAM OVERLAP,SEE DETAILTRENCHING NEEDED IF A MINIMUMOF 3'-0" IS NOT AVAILABLE AT THECREST OF SLOPE OR IF OVERLANDFLOW IS ANTICIPATED FROM UPLAND AREAS, SEE DETAILSSLOPE DETAILEND SEAM OF BLANKETS OVERLAP 2"-4".PLACE STAPLES, ONE ON EACH CORNER OFBLANKET, 12" O.C. ALONG BLANKET ENDTHROUGH BOTH BLANKETS. UPSLOPE BLANKETLAPS OVER DOWNSLOPE BLANKETS IN A SHINGLE AFFECT.STAPLES ARE THROUGHBOTH BLANKETS.BLANKET OVERLAP2"-4"END ROLL OVERLAPSTAPLE 12" O.C. ALONGBOTTOM OF BLANKETAT THE END OF SLOPESTAPLE 12" O.C. ALONGBLANKET AT SLOPECHANGE3' MIN.TOP OF BLANKET1 ROW OF STAPLES,12" O.C.2 ROWS OF STAPLES,STAGGERED, 6" O.C.,EA. DIR.SOIL PILEFROM TRENCHSLOPE TOPROTECTSOIL FILLEDFROM SOIL PILE2 ROWS OF STAPLES,STAGGERED, 6" O.C.,EA. DIR.STEP 1STEP 2TRENCH APPROX.10" WIDE x 8" DEEPEXCELSIORSTABLIZATIONFABRICCURLEXAMERICAN EXCELSIOR COMPANYARLINGTON, TEXASCURLEX SLOPEAPPLICATION DETAILNOTES:1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. SEE CURLEX STAPLE PATTERN GUIDE FOR DETAILS.RSIDE SEAM OVERLAPSTAPLE DETAILSLOPE TRENCHINGMETHOD "B"BOTTOM OF SLOPETERMINATIONRN.T.S.N.T.S.N.T.S.N.T.S.1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.2. PLACE THE GRAVEL TO THE SPECIFIC GRADE ANDDIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAPOR OTHER SUITABLE OUTLET.4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVESTABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITIONTO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIREPERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTUREUSED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVEALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.CONSTRUCTION & MAINTENANCE NOTES:INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTEREACH RAINFALL. MAKE ANY REQUIRED REPAIRSIMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE ITPROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALFFULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THENEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURINGCLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUTOPERATIONS. SEDIMENT DEPTH SHOULD NEVEREXCEED HALF THE DESIGNED STORAGE DEPTH.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALSAND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TOGRADE, AND STABILIZE IT.CONSTRUCTION & MAINTENANCE NOTES:CONSTRUCTION & MAINTENANCE NOTES:1.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROWTO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKSAGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOIDWASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TOSUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS.2.CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH ½-INCH OPENINGSOVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.3.USE CLEAN GRAVEL, ¾- TO ½-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOPOF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT#57 WASHED STONE IS RECOMMENDED.4.IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NOSTEEPER THAN 3:1. LEAVE A MINIMUM 1-FOOT WIDE LEVEL STONE AREA BETWEEN THESTRUCTURE AND AROUND THE INLET TO PREVENT GRAVEL FROM ENTERING INLET. ONTHE SLOPE TOWARD THE INLET, USE STONE 3 INCHES IN DIAMETER OR LARGER. ON THESLOPE AWAY FROM THE INLET USE ½ - ¾-INCH GRAVEL (NCDOT #57 WASHED STONE)AT A MINIMUM THICKNESS OF 1 FOOT.MAINTENANCE:INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH ORGREATER) RAINFALL AND MAKE REPAIRS AS NEEDED.REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FORSUBSEQUENT RAINS.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVEALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF ITPROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH ANDCOMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.CONSTRUCTION & MAINTENANCE NOTES:1.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,USUALLY A FEW JERKS ON THE ROPE TO MAKE THE SKIMMER BOB UP AND DOWNWILL DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK PULLTHE SKIMMER OVER TO THE SIDE (IT'S EASIEST TO DO WHEN THE BASIN ISPARTIALLY FULL) AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THESKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.2.SEDIMENT UNDER THE SKIMMER IF SEDIMENT ACCUMULATES TO THE POINT THESKIMMER CANNOT SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN PULL THESKIMMER OVER TO ONE SIDE AND EXCAVATE THE SEDIMENT WITH A BACKHOE.3.CLOGGED BARREL OR PIPE THROUGH THE DAM. IF THE SKIMMER IS CLOGGEDDESPITE REMOVING DEBRIS AND IT APPEARS THAT EITHER THE BARREL BETWEENTHE ORIFICE AND THE FLEXIBLE JOINT OR THE PIPE THROUGH THE DAM ISCLOGGED TAKE THE FOLLOWING STEPS TO CLEAR THE BLOCKAGE (SEDIMENT WILLSOMETIMES ACCUMULATE IN THE PIPE).PULL THE SKIMMER OVER TO THE SIDE.REMOVE THE PIN AND OPEN THE DOOR TO ACCESS THE ORIFICE.REMOVE THE ORIFICE PLUG OR CAP.RAISE THE INLET AS HIGH AS PRACTICAL.FILL THE BARREL WITH WATER (USE A BUCKET AND FUNNEL OR A PUMP) TOREMOVE THE CLOG USING THE WATER AND PRESSURE.AFTER THE OBSTRUCTION IS REMOVED CONTINUE POURING WATER INTO THEBARREL TO FLUSH OUT ACCUMULATED DEBRIS AND SEDIMENT TO PREVENTFUTURE CLOGGING.A PLUMBERS SNAKE CAN BE USED BUT FLUSHING OUT THE SEDIMENT ANDDEBRIS ACCUMULATION IS RECOMMENDED FIRST.CONSTRUCTION & MAINTENANCE NOTES:1.DON'T WALK ON THE NET UNTIL THE ROOTS AND SOIL HAVESETTLED. IF YOU'RE PLANTING GRASS, THE SEEDLINGS CANEASILY BECOME DISLODGED, RUINING OR LIMITING THEBLANKET'S EFFECTIVENESS. WAIT ABOUT TWO TO FOUR MONTHSUNTIL YOU WALK ON IT. IF YOU DON'T PLANT ANYTHING, YOUCAN WALK ON IT RIGHT AFTER IT'S INSTALLED.2.DON'T MOW THE GRASS UNTIL ITS ESTABLISHED. ONCE YOU'REABLE TO MOW THE GRASS, SET THE MOWER LEVEL TO IT ATLEAST 2.5 INCHES ABOVE THE GROUND. THIS DISTANCE WILLPREVENT THE LAWNMOWER'S BLADES FROM PULLING THE NETOR SEEDLINGS. THE SAME RULES APPLY TO WEED WHACKERS. DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:07 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS SITE DETAILS NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24812PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U NDERSNOR T H CARO L I NAPRO F E SSIO N ALENGINEE RHEAVY DUTY ASPHALT SECTIONN.T.S.6" ABCTOP OF ASPHALT (SM9.5)SLOPE (SEE PLAN)N.T.S.LIGHT DUTY ASPHALT SECTIONTHOROUGHLY COMPACTED SUBGRADE2.5" SM9.58" ABCTOP OF ASPHALT (SM9.5)SLOPE (SEE PLAN)THOROUGHLY COMPACTED SUBGRADE3" SM9.5STORM SEWER AND SANITARY SEWER CROSSINGCONCRETE ENCASEMENTIF SEPARATION LESSTHAN 12"SEWER LINE SHALLBE DUCTILE IRON 10'EITHER SIDE OF CROSSING(SEE PLAN FOR SIZE AND MATERIAL)STORM SEWER OVER SANITARY SEWERIF LESS THAN 12"N.T.S.WHEEL STOP DETAILN.T.S.PRE-CAST 6"H x 9"W x 6'L(EXTEND 10" INTO GROUND)24" LONG #4 REBAR ANCHOR RODCONCRETE WHEEL STOP (TYP)(INSTALL AT ALL PARKING SPACES)WIDTHSEE PLANVARIESTOP OF WHEEL STOPDRIVE REBAR FLUSH WITHTHOROUGHLY COMPACTED SUBGRADE8'8'A(SEE SITE PLAN) TYPICAL 7' WIDTH 6"PLAN VIEWDROP CURBGUTTERTOP OF CURB and WALKWAYCURB TRANSITION6'3000 PSI CONCRETEN.T.S.ACURB TRANSITION20'6'RAMP12:112:1RAMP6'WHEELCHAIR RAMPSECTION A-A1. USE ADJACENT TO ALL HANDICAPPED SPACES6'SLOPE @ 12:1 (TYP)6'ASPHALT2.DETECTABLE WARNING MUST BE INSTALLED AT ACCESS TOVEHICULAR TRAFFIC AREAS AND PEDESTRIAN CROSSINGS.NOMINALPIPE SIZENO. OF TURNS TO OPENMAX. CUTTER DIAMETERANSI/AWWA C111/A21.11.DIAMETER LISTED IN THE TABLE. FAILURE TO DO SO MAYRESULT IN DAMAGE TO THE SEALING SURFACES OF THE VALVE.ANSI/AWWA C509 WITH WALL THICKNESS WHICH EXCEEDTHE MINIMUM REQUIREMENTS OF ANSI/AWWA C153/A21.53.CONFIGURATIONS WHICH ARE UL LISTED AND FM APPROVEDAND HAVE PERMANENT UL/FM MARKINGS.REQUIREMENTS OF AWWA C550.WITH ANSI/AWWA C110/A21.10 (ANSI B16.1, CLASS 125).ARE IN ACCORDANCE WITH MSS SP-60.1. DO NOT EXCEED THE RECOMMENDED TAPPING MACHINE CUTTER2. VALVE MEETS OR EXCEEDS APPLICABLE REQUIREMENTS OF3. UL LISTED FM APPROVED. VALVE MUST BE ORDERED IN4. 250 PSI RATED WORKING PRESSURE.5. FUSION BONDED EPOXY COATING MEETS OR EXCEEDS6. MECHANICAL JOINT ENDS ARE IN ACCORDANCE WITH7. BOLT PATTERNS OF FLANGED ENDS ARE IN ACCORDANCE8. RAISED PILOT DIMENSIONS OF FLANGED ENDS ON TAPPING VALVESNOTES:4"6"8"AMERICAN FLOW CONTROL SERIES 2500 RESILIENT WEDGE VALVECATALOG NUMBERROMAC INDUSTRIES, INC. "SST" STAINLESS STEEL TAPPING SLEEVEDIMENSIONB +.000/-.031C ±.016E (MJ END)D (FLANGED END)AF4.984.18813-3/84"2-1/2135-5/83-3/44-1/26"6.984.25016-3/41962-1/25-3/45-1/4SLEEVE O.D. RANGE4.40 - 4.60(INCHES)4.70 - 4.905.10 - 5.306.60 - 7.006.90 - 7.307.10 - 7.508.62 - 9.069.04 - 9.459.20 - 9.607.90 - 8.309.90 - 10.30NUMBERSLEEVESST - 4.60SST - 4.90SST - 5.30SST - 7.00SST - 7.30SST - 7.50SST - 9.06SST - 8.30SST - 9.60SST - 10.30SST - 9.45AC DB 8"VALVE SIZE2-1/2268.984.2507-3/45-3/420-3/166-7/810.984.25010"24-1/8322-1/29-3/47-3/86-1/22" SQ.EF.2503872-1/212.98412"11-3/427-1/28-5/16BYXXXSIZEBRANCH3" FLG.4" FLG.3" FLG.4" FLG.6" FLG.4" FLG.3" FLG.8" FLG.6" FLG.APPROX.(LBS.)WEIGHT28#30#36#38#45#44#42#66#48#TYPICAL TAPPING SLEEVE DETAILTYPICAL TAPPING VALVE DETAILN.T.S.COMPACTED BACKFILL MATERIAL & COMPACTION AS PER SPECIFICATIONSEXCAVATED FOR BELLSd + 18" MAXNATURAL SOILd TO PRECONSTRUCTION CONDITIONSDISTURBED AREAS AND RESTOREBEDDING IF NECESSARYDEPTH AS REQUIRED48" MIN COVERPIPE DIA.NUMBER 12 SOLID COPPERWIRE CONDUCTOR TO BELOCATED ON TOP OF ALLLINES AND SERVICE LINESTERMINATING TO EACH VALVEBOX AND METER BOXES.METALLIC LOCATING TAPE:TERRA-TAPE ORAPPROVED EQUAL, 6"WIDE AND BURIED 12"BELOW FINISHED GRADEWATERLINE TRENCH SECTIONUNDISTURBED EARTHFOR ALL BENDSTRENCHTRENCH SLOPE TO DRAINCONCRETE AS APPROVED BY ENGINEERWITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESHGENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE2.5"4" CONCRETECOMPACTEDSUBBASE6x6 10/10 WIRE MESHN.T.S.CONCRETE SECTION(SIDEWALK)E = EXPANSION JOINTD = DUMMY JOINTDUMMY JOINTRADIUSSAWCUT1/8"±N.T.S.EXPANSION JOINTJOINT DETAILTRAFFICRATEDJOINTSEALANT1/8"±1/8"±1/8"±RADIUSRADIUSJOINT MATERIALPREFORMED EXPANSIONRADIUS1/4"±3/8"JOINT PATTERNEQUAL SPACESFOR "W" = MORE THAN 6'-0"18'-0" MAX.EQUAL SPACES18'-0" MAX.FOR "W" = 6'-0" OR LESS2WDE 2WDE DEDDDEDDDDEDDEEDDDEQUAL SPACESDEDDEEQUAL SPACES18'-0" MAX.EDDD18'-0" MAX.DEDDEEQUAL SPACES18'-0" MAX.EQUAL SPACES18'-0" MAX.W W 1"4" 1/2" 4'NOTES:-EXCEPT WHERE SHOWN IN THE PLAN, ALL NEWCONC. WALKS SHALL HAVE JOINTS SPACED AS SHOWN IN THESE DETAILS.-AN EXPANSION JOINT SHALL BE USED TOSEPARATE THE NEW CONC. WALK FROM OTHER NEW OR EXISTING CONCRETECONSTRUCTION.-SEE ALSO ARCHITECTURAL PLANSSIDEWALK JOINTSCOMPACTION NOTES:1.PROOF ROLL ALL NEW PAVED AREAS. NOTIFY OWNER ANDENGINEER OF ANY UNACCEPTABLE AREAS.2.COMPACT BACKFILL AND SUBGRADE TO 95% OF THE MODIFIEDPROCTOR MAXIMUM DRY DENSITY (ASTM D1557) ALL BACKFILLMATERIAL SHALL BE SELECT BACKFILL UNLESS OTHERWISESPECIFIED BY THE ENGINEER.3.SELECT FILL SHALL CONSIST OF SAND OR GRAVEL CONTAININGLESS THAN 20% BY WEIGHT OF FINES [SP, SM, SW, GP, GW]HAVING A LIQUID LIMIT LESS THAN 2O AND PLASTIC LIMIT LESSTHAN 6, AND FREE OF RUBBLE, ORGANICS, CLAY, DEBRIS, ANDOTHER UNSUITABLE MATERIAL.COMPACTION NOTESSPECIFICATIONS FOR SIDEWALKS, CURBS, ALLEYS, CONCRETE PAVEMENT ALL REINFORCING STEEL SHALL BE GRADE 60 (ASTM A615) ALL WELDED WIRE FABRIC SHALL BE 6 x 6, W1.4 x W1.4 (ASTM A185) A 1-1/2" CLEAR CONCRETE COVER SHALL BE MAINTAINED ON ALL REINFORCEMENT ALL CONCRETE SHALL BE 3000 PSI FIBER MESH UNLESS OTHERWISE NOTEDSPECIFICATIONS OF ASPHALT ALL ABC STONE SHALL BE COMPACTED TO 100% OF STANDARD PROCTOR (ASTM D698)SPECIFICATIONS FOR SUBBASE ALL SUBBASE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR (ASTM D698)TYPICAL SPECIFICATIONS7"REF. NCDOT STD. 846.01.02 SLOPE3" RADIUSSF 9.5A1/8" RAD.8" ABCTOP OF ASPHALTN.T.S.SLOPE1/2" RADIUS6"6"6"1'-6"2'-0"2'-0" CURB and GUTTERTHOROUGHLYCOMPACTEDSUBGRADECRUSHED STONE4" LAYER OF 8 1/2" 8" 1'-1 1/2"N.T.S.24"STANDARD MOUNTABLE CURB3000 PSI FIBERMESH CONCRETEFINISHEDPAVEMENT1'-3" RAD.CURB LINE6"1'-0" RAD.6"12PLAN VIEWN.T.S.6" DIP6" C900PVC PIPECONCRETE PAD (DESIGN BY OTHERS)105"64"6"105"36"117"48"36" MINIMUM BURIAL DEPTH 6" DIPSECTION6" REDUCED PRESSURE DETECTOR ASSEMBLYN.T.S.6" DIP6" DIP6" C900PVC PIPE6" DIP6" C900PVC PIPEAMES COLT 3000SE ORAPPROVED EQUAL PER TOWNOF LILLINGTON APPROVED LIST6" OS&Y3/4" BYPASS6" C900PVC PIPE6" OS&Y6" DIP6" OS&Y6" OS&YSAFE-T COVER MODEL600-AL ENCLOSURE ORAPPROVED EQUAL PERTOWN OF LILLINGTONAPPROVED LISTGROUND @ ±16.0'18"MIN 12"MIN12"MIN NOTE:·ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM30 INCHES TO 60 INCHES ABOVE THE FLOOR.·ALL RPZ DEVICES MUST HAVE AN 18 INCH MINIMUM CLEARANCE BETWEENTHE BOTTOM OF THE RELIEF VALVE AND THE FLOOR.·A MINIMUM OF 12 INCHES OF CLEAR SPACE SHALL BE MAINTAINED ABOVETHE ASSEMBLY.·A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINEDBETWEEN THE FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OROBSTRUCTION.·AT LEAST 8 INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACKSIDE OF THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION.FDC GENERAL NOTES1.NO TREES, BUSHES ORWALLS WITHIN 5' RADIUSOF FIRE DEPT.CONNECTION2.IF FIRE SPRINKLER DESIGNINDICATES DEMAND OF1000 GPM OR GREATER,THE FIRE DEPT.CONNECTION LINE SHALLBE 6" DIAMETER WITH ATHREE WAY 2 12" FIREDEPT. HOSE CONNECTION3.4' MIN. TO BACK OFCURB, OR 2' MIN TOBACK OF SIDEWALK, ORWHEN NO CURB, 4' MAX.OUTSIDE THE CLEAR ZONE.4.FDC SIGNAGE SHALL HAVE4" TALL LETTERING (REDSIGN, WHITE LETTERS)7"1.5'2'-0" SPILL CURB & GUTTER CROSS SECTION1/2" RADIUS6"6"6"NTS3" RADIUS.02 SLOPESLOPE1/8" RAD.TOP OF PAVEMENT8" ABCN.T.S.4"6" CONCRETE6" ABC(NCDOT TYPE "A")COMPACTEDSUBBASE6x6 10/10 WIRE MESH 10 Ga.5" CONCRETE4" ABC(NCDOT TYPE "A")COMPACTEDSUBBASEHEAVY DUTY CONCRETE SECTION(LOADING AREA & DUMPSTER PAD)N.T.S.LIGHT DUTY CONCRETE SECTION(SIDE YARD & EQUIPMENT DISPLAY AREAS)NOTE: TRACTOR SUPPLY REQUIRESCONCRETE IN SIDEYARD, THE "FENCEDOUTDOOR DISPLAY AREA", TO BEREINFORCED WITH EUCLID'S TUFSTRANDSF AT 3LBS/YARD. WWM IS NOTREQUIRED IN THIS AREA4"X4" POST TREATED (TYP.)LOADING ZONE FENCE DETAILN.T.SCONCRETE(TYP.)6' HEIGHT ABOVE GROUND 6"2"X4"(TYP.)1"X6" (TYP.)8'-0" O.C.OR AS REQUIRED3' MIN.NOTES:1.FENCE SHALL BE VINYL AS APPROVED BYOWNER.2.CONTRACTOR SHALL PROVIDE SUBMITTAL FORREVIEW BY OWNER.NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.AMES COLT 3000SE ORAPPROVED EQUAL PER TOWNOF LILLINGTON APPROVED LISTSAFE-T COVER MODEL600-AL ENCLOSURE ORAPPROVED EQUAL PERTOWN OF LILLINGTONAPPROVED LISTRIGHT-TURN LANE ASPHALT SECTIONN.T.S.5" B25.0CTOP OF ASPHALTSLOPE (SEE PLAN)THOROUGHLY COMPACTED SUBGRADE3" I19.0C2" S9.5C PROFILE OF SANITARY SEWERSCALE: 1"= 30'VERTICAL SCALE: 1"= 6'VERTICAL SCALE IS EXAGGERATED 5 TIMES17417617818018218418618819019219419619820017417617818018218418618819019219419619820010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+20194.3194.6194.0 193.0 192.0 191.3 190.7 190.6 190.8 189.6 189.3 189.5 188.8 189.1 194.35194.59 194.01 193.03 191.97 191.30 190.75 190.60 190.82 189.60 189.29 189.51 188.82 189.14 PROPOSEDASPHALT DRIVEEXISTING GRADEPROPOSEDGRADEEXISTING GRADEPROPOSEDGRADES.M.H.#ARIM=194.40'INV. IN=187.33'INV.OUT=187.13'S.M.H.#BRIM=192.70'INV. IN=186.47'INV.OUT=186.27'S.M.H.#CRIM=189.69'INV. IN=185.06'INV.OUT=184.86'8" SDR 35160' @ 0.40% SLOPE8" SDR 35300' @ 0.40% SLOPEPROPOSED DOGHOUSE MANHOLE TOCONNECT TO EXISTING 8" PVC ANDCONNECT NEW 8" PVC SDR 35 TOREROUTE EXISTING SANITARY SEWER.PROPOSED 8" SANITARY SEWER MAINLINE UNDER PUBLIC OPERATION ANDMAINTENANCE. THE PROPERTY OWNERRESPONSIBLE FOR THE SERVICE LINEFROM THE BUILDING TO THE PROPOSEDCLEAN OUT.THE SEWER LINE FROM SMH#D TO SMH #E MUST BEHYDROSTATICALLY TESTED.GRAVITY LINE MUST BE D.I.P.WITH FIELD-LOC GASKETS8" SDR 35138' @ 0.60% SLOPETHE SEWER LINE FROM SMH #C TOSMH #D MUST BE HYDROSTATICALLYTESTED. GRAVITY LINE MUST BED.I.P. WITH FIELD-LOC GASKETS 20'UPSTREAM OF S.M.H. #D.S.M.H.#DRIM=192.96'INV. IN=184.01'INV.OUT=183.80'PROVIDE 6 LF STUB OF8" D.I.P W/ FIELDLOC GASKETS FOR FUTURECONNECTION AT INV. 183.80'TEMPORARY DOGHOUSE MANHOLETO CONNECT TO EXISTING8" PVC SEWER AT INVERT±182.13'. PIPE CONNECTIONSMUST BE WATERTIGHT.S.M.H.#ERIM=193.50'INV. IN=183.60'INV.OUT=182.13'8" SDR 3546' @ 0.40% SLOPE24" FUTURESEWER (TOWN OFLILLINGTON) INV.±178.13DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:07 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS WASTEWATER DETAILS NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/24912PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U N DERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RGROUND ELEVATIONRAISE SCREW CAP 6" ABOVE4" OR 6" PVC EXTENSION PIECE TO4" OR 6" PVC SECTIONCONTRACTOR TO INSTALL PROPER FITTING FOR ATTACHMENT OF PVC PIPE FROM BUILDING6'' PVC @ 0.60% MIN.4'' PVC @ 1.00% MIN.(SEE SERVICE CONNECTION DETAIL)TO SEWER MAINTO SEWER MAINAPVC SCREW CAPOR45 PVC BEND4" OR 6" WYE4" OR 6" WYEGRADE4" OR 6" PVC PLUG FORFUTURE HOOKUPPVC SCREW CAP45 WYE & 1/8 REDUCING BENDAS REQUIREDROTATE WYE SO THAT AIR IS NOT TRAPPED AT TOP OF FITTINGEXTENSION PIECE (WHERE ALLOWED)MAX.30°SEWER MAINASEWER MAINFROM BUILDING4'' 1.00%6'' .60%8'' .40%PIPE SIZE MIN. SLOPEFLOWMINIMUM SLOPE1/8 BEND (45 )FLOWFROM BUILDINGINSTALL IN ACCORDANCEWITH CLEANOUT DETAIL12'' .22%SECTION APLANSECTIONSERVICE CONNECTIONPLAN VIEWSINGLE SERVICE LATERAL CONNECTIONN.T.S.N.T.S.MANHOLE/WETWELL WALLCORE HOLE IN WALLAT REQUIRED LOCATIONNOTES:1. THIS APPLIES TO ALL PIPES 6''DIAMETER OR LESS UNLESS OTHERWISESPECIFIED.2. CLOSE WITH NON-SHRINK GROUTAFTER PIPE INSTALLATION.1''N.T.S.IN FIELD PIPE OPENINGSO.D.+6''MAX.O.D.+4''MIN.POWERSLEEVEN.T.S.BOOTED PIPE OPENINGS3. BOOT CONNECTOR IS MANUFACTURED BY THE PRESS SEAL GASKET CORP. FORT WAYNE, IN.4. SEE MANUFACTURES LITERATURE FOR FURTHER INFORMATION AND DETAIL.GASKETTANK WALL1. PIPE TO MANHOLE CONNECTION TO CONFORM TO LATEST ASTM C-478 SPECIFICATION.2. PSX FLEXIBLE BOOT CONNECTOR TO CONFORM TO LATEST ASTM C-923 SPECIFICATION.NOTES:TAKE UP CLAMP(STAINLESS STEEL)POLYPROPYLENE1"1/8"1/2"12"1 1/4" 1/4" 9 1/8" 3/4"REF. NCDOT STD. 840.66STEEL RODSTRUCTURE STEPS#3 PREFORMEDPLAN1" 1/4"1/4"5/8"N.T.S.1 1/2"ELEVATIONPLASTICSECTION A-ASIDE ELEVATION1"8 3/4"1/4"1 3/16"1 1/4"- ALL STEPS SHALL PROTRUDE 4" FROM INSIDEFACE OF STRUCTURE WALL.NOTES:1.COPOLYMERPOLYPROPYLENE PLASTICSTEP SHALL BE PLACED16" ON CENTERS IN ALLSTRUCTURES 5' DEPTH ORGREATER. FIRST STEPSHALL BE PLACED 12"BELOW FRAME, ANDBOTTOM STEP SHALL BEPLACED A MAXIMUM OF16" ABOVE MANHOLE BASE.2.STEPS SHALL BEINSTALLED BYMANUFACTURER ANDSHALL BE ALIGNED OVERSTRUCTURE INVERT OUT.3.DIMENSIONS SHOWN ARETO CONVEY THE DESIREDSIZE OF THE STEP. STEPSOF SIMILAR SIZE ANDCONSTRUCTION MAY BEACCEPTABLE PROVIDEDMATERIAL SUBMITTAL ISAPPROVED BY THE TOWNOF LILLINGTON.4.MATERIALS OFCONSTRUCTION ANDMETHOD OF INSTALLATIONSHALL BE IN ACCORDANCEWITH OSHA STANDARDSAND ASTM C-478NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.N.T.S.HANDICAP PARKING SIGN DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:07 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS TOWN OF LILLINGTON DETAILS NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/241012PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U N DERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.SANITARY SEWERA.THE ENGINEER OF RECORD (EOR) SHALL OBTAIN AND SUPPLY A COPY OF THE SEWER PERMIT FOR THECONSTRUCTION AND OPERATION OF THE WASTEWATER COLLECTION SYSTEM TO THE UTILITY CONTRACTOR BEFORETHE CONSTRUCTION OF THE SANITARY SEWER LINE, SEWER LIFT STATION AND ASSOCIATED FORCE MAIN SHALLBEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE SEWER PERMIT ISSUED BY THE NORTH CAROLINADEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THEPERMIT MUST BE MAINTAINED ON SITE DURING THE CONSTRUCTION OF THE SEWER SYSTEM IMPROVEMENTS.B.THE UTILITY CONTRACTOR SHALL NOTIFY THE TOWN OF LILLINGTON (TOL) AND THE ENGINEER OF RECORD (EOR)AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER OF RECORD, TOWN ENGINEER, AND PUBLIC WORKSDIRECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUSTCOORDINATE WITH TOL FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WASTEWATERSYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF TOLWHICH IS 8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BYTOL.C.THE ENGINEER OF RECORD (EOR) SHALL PROVIDE TOL WITH A SET OF NCDEQ APPROVED PLANS MARKED“RELEASED FOR CONSTRUCTION” AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. TOL WILL STAMPPLANS AS APPROVED ONCE FINAL APPROVALS HAVE BEEN RECEIVED FROM ALL APPLICABLE AGENCIES.D.THE REGISTERED LAND SURVEYOR (RLS) SHALL STAKE OUT ALL LOT CORNERS AND ESTABLISH GRADE STAKESFOR THE PROPOSED FINISH GRADE FOR EACH STREET AND SEWER LINE BEFORE THE UTILITY CONTRACTORBEGINS CONSTRUCTION OR INSTALLATION OF THE MANHOLES, SANITARY SEWER GRAVITY LINE(S), SEWER LIFTSTATIONS AND/OR SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENTOFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING OR UTILITYCONSTRUCTION.E.THE UTILITY CONTRACTOR SHALL PROVIDE THE TOL WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALLPROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY GRAVITY SEWER LINE(S), MANHOLE(S), SEWER LIFTSTATION(S) AND ASSOCIATED FORCE MAIN(S) IN THE TOWN OF LILLINGTON. THE MATERIALS TO BE USED ON THEPROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF THE TOL AND BE APPROVED BY THE ENGINEER OFRECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE INTHE TOL FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE TOLF.THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90° (PERPENDICULAR) TO THE SANITARYSEWER GRAVITY LINES WITH SCHEDULE 40 PVC PIPE UNLESS C-900 DR-18 SPECIFIED DUE TO DEPTHSEXCEEDING 12FT. THE TOL REQUIRES THE UTILITY CONTRACTOR TO PROVIDE THE ENGINEER OF RECORD (EOR)WITH ACCURATE MEASUREMENTS FOR LOCATING SANITARY SEWER SERVICE LATERAL AND ASSOCIATED EACHSANITARY SEWER CLEAN-OUT. THESE MEASUREMENTS SHOULD BE TAKEN FROM THE NEAREST DOWNSTREAMMANHOLE UP ALONG THE SANITARY SEWER MAIN TO THE IN-LINE WYE FITTING (OR TAPPING SADDLE) AND THENANOTHER MEASUREMENT FROM THE IN-LINE WYE FITTING (OR TAPPING SADDLE) TO THE 4” X 4” LONG SWEEPCOMBINATION WYE FITTING AT THE BOTTOM OF THE SEWER CLEAN-OUT STACK. THESE FIELD MEASUREMENTSMUST BE PROVIDED TO THE ENGINEER OF RECORD (EOR) IN THE RED LINE DRAWINGS FROM THE UTILITYCONTRACTOR FOR PROPER DOCUMENTATION IN THE AS-BUILT RECORD DRAWINGS SUBMITTED TO THE TOL.G.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED SANITARY SEWER GRAVITYLINE(S), SANITARY SEWER FORCE MAIN(S), SANITARY SEWER SERVICE LATERAL(S) AND ALL ASSOCIATED SEWERCLEAN-OUT(S) IN THE PROPOSED SANITARY SEWER SYSTEM FOR OTHER UTILITY COMPANIES AND THEIRCONTRACTORS UNTIL THE NEW SANITARY SEWER LINE(S) AND ASSOCIATED APPURTENANCES HAVE BEENAPPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND ACCEPTED BYTHE TOL. ALL NEW SANITARY SEWER LINES MUST HAVE AT LEAST THREE (3 FT.) FEET OF COVER OUTSIDE OFROADWAYS, FIVE (5 FT) FEET UNDER ROADWAYS, AND EXTEND UNDER ALL EXISTING WATER MAIN AND STORMWATER LINES WITH A LEAST 24” OF VERTICAL CLEARANCE BELOW THE BOTTOM OF THE EXISTING WATER MAINAND STORM WATER LINES. ALL DUCTILE IRON SEWER PIPING MUST BE 401 EPOXY COATED OR APPROVED EQUAL.H.THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER SERVICE LATERAL(S) AND ASSOCIATEDCLEAN-OUT(S) SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THETOL. THE SANITARY SEWER GRAVITY LINE(S) MUST PNEUMATICALLY PRESSURE TESTED WITH COMPRESSED AIR AT5 PSI FOR THE REQUIRED TIME BASED ON PIPE DIAMETER AND LENGTH. THE SANITARY SEWER FORCE MAIN(S)MUST HYDROSTATICALLY PRESSURE TESTED WITH WATER OR AIR AT 200 PSI. SANITARY SEWER MANHOLES MUSTBE VACUUM TESTED TO 10 INCHES OF MERCURY AND CANNOT DROP BELOW 9 INCHES IN 60 SECONDS FOR 4FT. DIAMETER MANHOLES, 75 SECONDS FOR 5 FT. DIAMETER MANHOLES. THE TESTING MUST BE IN ACCORDANCEWITH THE FOLLOWING STANDARDS: FOR DUCTILE IRON PIPELINES TEST IN ACCORDANCE WITH THE APPLICABLEREQUIREMENTS OF ASTM C924. FOR PVC PIPELINES TEST IN ACCORDANCE WITH ASTM F1417-98 AND UBPPAUNI-B-6. VACUUM TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C1244. THE TOL UTILITYCONSTRUCTION INSPECTOR AND ENGINEER (EOR) MUST WITNESS ALL TESTS MENTIONED ABOVE.I.PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED TO ENSURE THAT THEY AREINSTALLED AT THE PROPER DEPTH. THE SEWER CLEANOUTS SHALL HAVE A FOUR (4”) SCHEDULE 40 PVC PIPESTUBBED UP FROM BOTH ENDS OF THE 4” X 4” LONG SWEEP COMBINATION WYE TO BE AT LEAST TWO (2')FEET ABOVE THE FINISH GRADE AND COVER EACH END WITH A FOUR (4”) INCH TEMPORARY CAP TO KEEP OUTDIRT, SAND, ROCKS, WATER AND CONSTRUCTION DEBRIS. CLEANOUTS MUST BE INSTALLED WITH A STANDARDWATERTIGHT CLEAN-OUT PLUG WITHIN A CAST IRON BOX WITH A CAST IRON LID INDICATING “SEWER”.J.ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE BEEN INSTALLED, PNEUMATICALLY PRESSURE TESTED AND INPLACE FOR AT LEAST 30 DAYS, THE UTILITY CONTRACTOR MUST CONTACT THE TOL TO WITNESS THE MANDRELTEST ON EACH PVC SANITARY SEWER GRAVITY LINE. THE UTILITY CONTRACTOR WILL NOTIFY THE TOL TOSCHEDULE THE MANDREL TESTING. THE MANDREL AND PROVING RING MUST BE SUPPLIED BY THE UTILITYCONTRACTOR. THE SANITARY SEWER LINES SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPERDIAMETER BEFORE ANY MANDREL TESTING CAN BE PERFORMED. THE UTILITY CONTRACTOR IS RESPONSIBLE TOREMOVE ALL DIRT, SAND, SILT, GRAVEL, MUD AND DEBRIS FROM THE NEWLY CONSTRUCTED SEWER LINESEXERCISING CARE TO KEEP THE TOL EXISTING SANITARY SEWER SYSTEMS CLEAN.K.PRIOR TO FINAL ACCEPTANCE ALL SANITARY SEWER MAINS SHALL BE CAMERA INSPECTED AT THECONTRACTOR/DEVELOPERS EXPENSE AND 3 COPIES PROVIDED IN DIGITAL FORMAT TO THE TOWN OF LILLINGTONPUBLIC WORKS DEPARTMENT. A COPY OF THE AFOREMENTIONED VIDEO SHALL BE SUPPLIED TO THE TOWN OFLILLINGTON IN A DIGITAL FORMAT PRIOR TO FINAL ACCEPTANCE IN ACCORDANCE WITH TOL STANDARDS.L.SANITARY SEWER FORCE MAIN(S) SHALL BE PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATERLINES.M.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED SANITARY SEWERSYSTEM(S) FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW SANITARY SEWERSYSTEM(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ)AND ACCEPTED BY THE TOL.N.THE TOL REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL SANITARYSEWER FORCE MAINS, GRAVITY SEWER MAINS, AND SERVICE LATERALS. THE TRACER WIRE SHALL BE 12 GA.INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES ORMANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN THETOWN OF LILLINGTON. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFOREBACKFILLING.O.THE UTILITY CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD (EOR) AND THE TOL WITH A SET OF REDLINE DRAWINGS IDENTIFYING THE COMPLETE SEWER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINEDRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE SEWER LINES ASWELL AS THE INSTALLED LOCATIONS OF THE MANHOLE(S), SANITARY SEWER GRAVITY LINE(S), SANITARY SEWERSERVICE LATERALS, CLEAN-OUTS, SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S). THE RED LINEDRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDEQ APPROVED PLANS.P.PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOTRIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO NOTIFY ALL CONCERNED UTILITY COMPANIES INACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 TOVERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.Q.THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING UTILITY PIPE OR LINE WHICH MAYCONFLICT WITH CONSTRUCTION OF PROPOSED SANITARY SEWER LINE EXTENSIONS WELL IN ADVANCE TO VERIFYLOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL ANDVERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE SANITARYSEWER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITYCONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATIONOF EXISTING UTILITIES AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/ORUTILITIES INCLUDINGSERVICES IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS DURING SANITARY SEWER LINEINSTALLATION, GRADING AND STREET CONSTRUCTION.R.WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY CONTRACTOR MUST HAVE A PERMITFROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) PRIOR TO BEGIN THE TAPWORK. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OROTHER INERT GAS ON THE STAINLESS-STEEL TAPPING SLEEVE AND GATE VALVE PRIOR TO MAKING THE TAP ONAN EXISTING SANITARY SEWER FORCE MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE TOL.S.THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH SANITARY SEWER SERVICE LATERAL THATWILL BE CONNECTED TO A RESTAURANT, FOOD PROCESSING FACILITY AND ANY OTHER COMMERCIAL ORINDUSTRIAL FACILITY AS REQUIRED BY THE TOWN OF LILLINGTON AND HARNETT COUNTY FAT, OIL & GREASEORDINANCE. THE GREASE TRAP MUST BE RATED FOR A MINIMUM CAPACITY OF AT LEAST 1,000 GALLONSUNLESS OTHERWISE APPROVED IN WRITING BY THE TOWN OF LILLINGTON AND HRW PRE-TREATMENTCOORDINATOR. GARBAGE DISPOSALS SHOULD NOT BE INSTALLED IN HOMES AND BUSINESSES THAT DISCHARGEWASTEWATER TO THE TOL SANITARY SEWER SYSTEM AS THEY ARE NOT APPROVED BY THE TOLT.EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE POWER (AT LEAST 480 VOLTS) ANDCONSTRUCTED TO MEET THE MINIMUM REQUIREMENTS OF THE LATEST VERSION OF THE NATIONAL ELECTRICALCODE (NEC) AND THE TOL STANDARD SPECIFICATIONS AND DETAILS.U.WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING MANHOLE IN THE TOL SEWERCOLLECTIONS SYSTEM, THE UTILITY CONTRACTOR MUST PROVIDE A PROTECTIVE COATING (EPOXY) FOR THEINTERIOR SURFACES OF THE MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND DETERIORATION FROMTHE RELEASE OF SEWER GASES SUCH AS METHANE AND HYDROGEN SULFIDE.V.THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST MEET OR EXCEED THE MINIMUMREQUIREMENTS FOR THE TOL SEWER LIFT STATIONS. EACH SANITARY SEWER LIFT STATION MUST BECONSTRUCTED WITH AN ALL-WEATHER ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT STATION SITEMUST BE COVERED WITH WEED BLOCKING MATERIAL AND AT LEAST SIX (6”) INCHES OF ABC STONE (CRUSH ANDRUN).W.ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY CONTRACTOR IS RESPONSIBLE TO SCHEDULE ADRAW DOWN TEST WITH THE TOL ENGINEERING AND COLLECTIONS STAFF, THE PROFESSIONAL ENGINEER (PE),THE ELECTRICIAN, THE ORIGINAL EQUIPMENT MANUFACTURERS (OEM) REPRESENTATIVES [FOR BOTH THE PUMPSAND THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED WITH POWER SUPPLIED FROM THEELECTRICAL UTILITY COMPANY AND WITH POWER SUPPLIED BY THE EMERGENCY GENERATOR WITH SATISFACTORYRESULTS BEFORE FINAL INSPECTIONS ARE CONDUCTED BY THE TOL.X.ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT STATION, THE PROFESSIONALENGINEER (PE) MUST SUBMIT THE SEWER PERMIT CERTIFICATION AND AS-BUILT RECORD DRAWINGS TO THENORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND THE TOL FOR FINAL APPROVAL. THEUTILITY CONTRACTOR MUST SUPPLY TOL ENGINEERING STAFF WITH THREE ORIGINAL OPERATION & MAINTENANCE(O&M) MANUALS ALONG WITH THE ASSOCIATED PUMP CURVES AND ELECTRICAL SCHEMATICS FOR THEASSOCIATED SEWER LIFT STATION EQUIPMENT INCLUDING ALL WARRANTY INFORMATION AND DOCUMENTATION.Y.REMOTE MONITORING EQUIPMENT, THAT IS COMPATIBLE WITH THE TOWN OF LILLINGTON'S CURRENT SYSTEM,SHALL BE REQUIRED. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR A RADIO SITE SURVEY OF THEPROPOSED PUMP STATION SITE TO ENSURE COMPATIBILITY WITH THE TOWN OF LILLINGTON'S EXISTING SYSTEMBEFORE SUBMITTING PLANS FOR FINAL APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGALL EQUIPMENT INCLUDING RTU'S, PLC'S, ANTENNAS, ANTENNA POLE, ETC. THIS SYSTEM WILL SEND ANDRECEIVE DATA USING THE EXISTING TELEMETRY NETWORK OWNED AND OPERATED BY THE TOWN OF LILLINGTON.THE CONTRACTOR IS REQUIRED TO PROVIDE THE RTU SCADA CABINET AND EQUIPMENT COMPATIBLE WITH THEEXISTING LILLINGTON SCADA SYSTEM AS INSTRUCTED BY THE PUBLIC WORKS DEPARTMENT DIRECTOR OR HISDESIGNEE. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE APPROPRIATE PROGRAMMING AT THE MAINSERVER AND THE TESTING OF ALL COMMUNICATION POINTS. THE EQUIPMENT MUST BE EQUIPPED WITH MINIMUMSCADA MONITORING CAPABILITY AS NOTED IN THE TOWN OF LILLINGTON SEWER STANDARDS. THE TOL REQUIRESTHE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT AND DEVICES FOR THE TESTING ANDINSPECTION OF THE SANITARY SEWER SYSTEM. THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT LIMITED TOLAMPING WITH MIRRORS, MANDRELS, SEWER BALLS, PLUGS, AIR COMPRESSORS AND ASSOCIATED COMPRESSEDAIR LINES.Z.ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK THE TOL EXISTING SANITARY SEWER LINES MUST BECOORDINATED WITH THE TOL AT LEAST TWO (2) DAYS IN ADVANCE OF INSTALLING THE PLUGS. THE SEWERPLUGS MUST BE REMOVED AS SOON AS POSSIBLE ONCE THE NEW SANITARY SEWER LINES HAVE BEENINSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED BY THE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY (NCDEQ) AND ACCEPTED BY THE TOL TO ALLOW THE SEWER TO FLOW AS DESIGNED INTHE TOL EXISTING SANITARY SEWER LINES OR WHEN SO ORDERED BY THE TOL COLLECTIONS SUPERVISOR TOLIMIT INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER COLLECTION SYSTEM(S). THE UTILITYCONTRACTOR MUST PROVIDE THE PUMPS HOSES AND NECESSARY CONNECTORS FOR A TEMPORARY PUMPAROUND SETUP IF REQUIRED BY THE TOL COLLECTIONS SUPERVISOR. TOL COLLECTIONS SUPERVISOR MAY BECONTACTED BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT (910) 893-2654AA.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE OR DAMAGERESULTING FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE SEWER SYSTEMIMPROVEMENTS HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY(NCDEQ) AND ACCEPTED BY THE TOL. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALLREPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW SANITARY SEWER LINES ANDASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE SANITARY SEWER LINESHAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY THE TOL.BB.IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE ESTABLISHED FOR FUTURE TOLRIGHT-OF-WAY, THE REGISTERED LAND SURVEYOR (RLS) MUST PROVIDE THE TOL WITH AN OFFICIAL COPY OFTHE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID EASEMENT AS RECORDED WITH THE HARNETTCOUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE PROVIDED TO THE TOL BEFORE THE UTILITYIMPROVEMENTS WITHIN THE SAID EASEMENT CAN BE PLACED INTO OPERATION. ANY AND ALL EASEMENTS THATMUST BE OBTAINED FROM ADJOINING PROPERTY OWNERS MUST BE PROVIDED TO THE TOL BY THE DEVELOPERAT NO COST TO THE TOL. THE FINAL INSPECTION OF ALL SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BESCHEDULED WITH THE TOL UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS-OF-WAY AND UTILITYEASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENTEROSION ISSUES ON SITE.CC.THE ENGINEER OF RECORD IS RESPONSIBLE TO ENSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCEWITH ACCEPTED SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELDCHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE TOL. A COPY OFEACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO THE TOL AS EACH SUCH INSPECTION IS MADE ONSYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTUREMUST PASS ALL TESTS REQUIRED BY THE TOL SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORYAGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUALTEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. THE TOL MUST BE PRESENT DURING TESTING AND ALLTEST RESULTS SHALL BE SUBMITTED TO THE TOL. ALL TESTS MUST BE SATISFIED BEFORE THE FINALINSPECTION WILL BE SCHEDULED WITH THE TOL. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TOSCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER'S ENGINEER OFRECORD AND THE TOL SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTEDDURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST, THE DEVELOPER'SENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONSPERFORMED BY THE TOL EXCEEDS TWO, ADDITIONAL FEES MAY BE ASSESSED TO THE DEVELOPER.TOWN OF LILLINGTON SEWER NOTESWATERA. THE TOWN OF LILLINGTON FIRE DEPARTMENT SHALL APPROVE ALL HYDRANT TYPES ANDLOCATIONS IN NEW SUBDIVISIONS. HYDRANTS SPECIFICATIONS:HYDRANTS SHALL BE MUELLER CENTURION OR APPROVED EQUAL, AND CONFORM TO THEAWWA C502 WITH A MINIMUM VALVE OPENING OF 5-1/4- INCHES. HYDRANTS SHALL BEFURNISHED WITH A 4-1/2- INCH STEAMER AND DOUBLE 2-1/2- INCH HOSE CONNECTIONSWITH CAPS AND CHAINS, NATIONAL STANDARD THREADS, MECHANICAL JOINT, 1-1/2-INCHPENTAGONAL OPERATING NUT, OPEN LEFT, PAINTED FIRE HYDRANT RED, BRONZE-TO-BRONZESEATING, A MINIMUM 3-V2 FOOT BURY DEPTH WITH A BREAKAWAY GROUND LINE FLANGE ANDBREAKAWAY ROD COUPLING. *ALL FIRE HYDRANTS LISTED ABOVE MUST HAVE “AMERICANNATIONAL FIRE HOSE CONNECTION SCREW THREADS” NST/NH HOSE THREADS.B.FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE NEAR ANYFIRE HYDRANT, WHICH IMPEDES ITS OPERATION, SHALL BECOME THE RESPONSIBILITY OF THEUTILITY CONTRACTOR FOR CORRECTION.C.THE ENGINEER OF RECORD (EOR) SHALL OBTAIN AND PROVIDE THE NCDEQ“AUTHORIZATION TO CONSTRUCT” PERMIT TO THE UTILITY CONTRACTOR BEFORE THECONSTRUCTION OF THE WATER LINE SHALL BEGIN.THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDEQ“AUTHORIZATION TO CONSTRUCT” PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY (NCDEQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THEPERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OFTHE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.D.THE UTILITY CONTRACTOR SHALL NOTIFY THE TOWN OF LILLINGTON AND THE ENGINEER OFRECORD (EOR) AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITYCONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER OFRECORD, TOWN ENGINEER, AND PUBLIC WORKS DIRECTOR (2) DAYS BEFORE CONSTRUCTIONWILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH THE ENGINEER OF RECORDAND THE TOWN OF LILLINGTON FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OFTHE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THENORMAL WORKING HOURS OF THE TOL WHICH IS 8:00 AM – 5:00 PM MONDAY THROUGHFRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY TOL..E.THE ENGINEER OF RECORD (EOR) SHALL PROVIDE TOL AND THE UTILITY CONTRACTORWITH A SET OF NCDEQ APPROVED PLANS MARKED “RELEASED FOR CONSTRUCTION” THEREGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADESTAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITYCONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE STAKES SHOULD BESET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFEREWITH THE STREET GRADING AND UTILITY CONSTRUCTION.F.THE UTILITY CONTRACTOR SHALL PROVIDE THE TOL WITH MATERIAL SUBMITTALS ANDSHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATERLINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN THE TOWN OF LILLINGTON. THEMATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OFTOL, APPROVED PLANS, AND APPROVED BY THE ENGINEER OF RECORD PRIOR TOCONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN THETOWN OF LILLINGTON FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHENNOTIFIED BY THE TOWN OF LILLINGTONG.THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALLASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH THESTANDARD SPECIFICATIONS OF THE TOL. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TOLOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATEDMETER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORSUNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENTOF ENVIRONMENTAL QUALITY, DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLYSECTION (NCDEQ, DEH, PWS) AND ACCEPTED BY THE TOL.H.PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO ENSURE THAT THEY AREINSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE GROUNDLEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8” BELOW THEMETER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BYBRICK, BLOCK OR STONE.I.THE UTILITY CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD (EOR) AND THETOWN OF LILLINGTON WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATERSYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THEMATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THEGATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATEDAPPURTENANCES FOR ALL WATER LINE(S) CONSTRUCTED IN THE TOWN OF LILLINGTON. THERED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDEQ APPROVEDPLANS. ALL CHANGE ORDERS MUST BE APPROVED BY THE TOL AND THE ENGINEER OFRECORD (EOR)) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.J.POTABLE WATER MAINS CROSSING OTHER UTILITIES MUST COMPLY WITH SECTION 14, O.OF THE TOWN OF LILLINGTON WATER SPECIFICATIONS.K.POTABLE WATER MAINS INSTALLED PARALLEL TO OTHER UTILITIES MUST COMPLY WITHSECTION 14, O. OF THE TOWN OF LILLINGTON WATER SPECIFICATIONS.L.METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHEREPOSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A LATERTIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1’) FOOT INSIDE THERIGHT-OF-WAY AND AT LEAST THREE (3’) TO FIVE (5’) FEET FROM THE PROPERTY LINEBETWEEN THE LOTS.M.ALL METER BOXES SHALL BE CONSTRUCTED OF CAST IRON WITH CAST IRON LIDS.FIBERGLASS OR ABS PLASTIC METER BOXES MAY BE USED WITH APPROVAL OF THE PUBLICWORKS DIRECTOR. METER BOXES SHALL NOT BE PLACED WITHIN THE SIDEWALK OR ASPHALTUNLESS NO OTHER ALTERNATIVES ARE AVAILABLE AND APPROVAL IS OBTAINED BY THEPUBLIC WORKS DIRECTOR. METER BOXES INSTALLED IN LOCATIONS EXPOSED TO VEHICULARTRAFFIC SHALL BE H-20 TRAFFIC RATED.N.MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METERASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN (18”)INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OFTHE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER ISNOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE TOLESTABLISHED STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FORTHE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUSTPROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO THE TOWN OF LILLINGTON PRIOR TOORDERING THE CONCRETE VAULTS.O.THE UTILITY CONTRACTOR WILL INSTALL WATER SERVICE PIPE FOR 3/4 - TO 2-INCHCONNECTIONS SHALL BE CTS POLY TUBING OR TYPE "K" SOFT COPPER WITH NO JOINTS ORCOUPLINGS IN THE RIGHT-OF-WAY. ON THESE WATER SERVICES, THE FITTINGS SHALL BENL-BRASS COMPRESSION TYPE FITTINGS. SERVICE LINES THAT CROSS UNDER THE PAVEMENTINSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THEFUTURE. TWO (2) INDEPENDENT ¾” WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) –TWO (2”) INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1” WATER SERVICE LINESMAY BE INSTALLED INSIDE ONE(1)– THREE (3”) INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BETAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY TOL. IFSIDEWALKS ARE PROPOSED, THE CONDUIT MUST EXTEND PAST THE SIDEWALK.P.THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS ANDASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND HYDROSTATICALLY PRESSURETESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE TOWNENGINEER OR PUBLIC WORKS DIRECTOR. THE UTILITY CONTRACTOR MUST NOTIFY THE TOLWHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE WITH THE TOL TOWITNESS ALL PRESSURE TESTING.Q.THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USINGCOMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS-STEEL TAPPING SLEEVE(S) PRIORTO MAKING THE TAP ON THE EXISTING WATER MAIN. WHEN A TAPPING SLEEVE AND VALVEARE BEING USED, THE VALVE, SLEEVE AND MACHINE ASSEMBLY SHALL BE AIR TESTED TOHOLD AT 200 PSI FOR A FIVE-MINUTE DURATION IN THE PRESENCE OF THE INSPECTOR PRIORTO DRILLING OR TAPPING THE MAIN. ALL TAP COUPONS SHALL BE GIVEN TO THE TOWN OFLILLINGTON INSPECTOR. THE VALVE SHALL BE IN THE CLOSED POSITION DURING THE TESTING.ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVESIZED EQUAL TO THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE AMEANS OF ISOLATION BETWEEN THE TOWN OF LILLINGTON’S EXISTING WATER MAINS AND THENEW WATER LINE EXTENSIONS UNDER CONSTRUCTION.R.ALL WATER MAINS SHALL BE PRESSURE CLASS OR THICKNESS CLASS OF EITHER DUCTILEIRON, OR PVC PIPE DESIGNED IN ACCORDANCE WITH AWWA STANDARDS C-150 ANDC-151(DUCTILE IRON) OR AWWA STANDARDS C-900 AND C-905 (PVC). DESIGN SHALL BEDONE FOR EXTERNAL AND INTERNAL PRESSURES SEPARATELY, USING THE LARGER OF THETWO FOR THE DESIGN THICKNESS. DUCTILE IRON PIPE SHALL BE DESIGNED ANDMANUFACTURED IN ACCORDANCE WITH AWWA C150 AND C151. ALL PIPES MUST BE PROTECTEDDURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BEPROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION.S.ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THESTANDARD SPECIFICATIONS OF THE TOL. ALL WATER SAMPLES COLLECTED FOR BACTERIATESTING WILL BE COLLECTED BY THE TOL AND TESTED IN THE HRW LABORATORY.T.ALL FITTINGS LARGER THAN TWO (2”) INCHES DIAMETER SHALL BE DUCTILE IRON. PVCPIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINTWITH RESTRAINED MECHANICAL GLANDS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPEUSED FOR WATER MAINS IN THE TOL.U.THE TOL REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCHWITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPERCONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES, MANHOLES,AND SERVICE BOXES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ONTRACER WIRE INSTALLED IN THE TOL. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPETO THE TOP OF THE PIPE BEFORE BACKFILLING.V.THE UTILITY CONTRACTOR WILL PROVIDE THE ENGINEER OF RECORD (EOR)) AND THE TOLWITH A SET OF RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THEWATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST BEPRE-APPROVED BY THE TOL AND THE ENGINEER OF RECORD (EOR) IN WRITING AND PROPERLYDOCUMENTED IN THE RED LINE FIELD DRAWINGS.W.THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICHMAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS WELL IN ADVANCETO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDEBOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TOALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITHEXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THEUTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION AND/OR SECURINGEXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICESIN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION,GRADING AND STREET CONSTRUCTION.X.PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTSOR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOTENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY COMPANIESIN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALLCENTER AT 811 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OFCONSTRUCTION. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALLDAMAGES TO THE SATISFACTION OF THE RELATED UTILITY COMPANY.Y.THE UTILITY CONTRACTOR SHALL PROVIDE THE TOL WITH AT LEAST ONE (1) FIREHYDRANT WRENCH AND ONE (1) BREAK-AWAY FLANGE KIT FOR EVERY SUBDIVISION WITH FIREHYDRANTS DEVELOPED IN THE TOWN OF LILLINGTON. THESE ITEMS MUST BE PROVIDED TO TOLBEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE TOL. IN ADDITION, THE UTILITYCONTRACTOR SHALL INSTALL A 4” X 4” CONCRETE VALVE MARKER AT THE EDGE OF THERIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEWWATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THECONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKERTO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ONTHE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OFINSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE ATLEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURESTO THE ENGINEER OF RECORD (EOR) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVELOCATIONS. THE ENGINEER OF RECORD (EOR) MUST INCLUDE THESE MEASUREMENTS IN THEAS-BUILT RECORD DRAWINGS SUBMITTED TO THE TOL.Z.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TOLEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIODONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY THE TOL. THE TOL WILLPROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND/ORUTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OFNOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANYAND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATERLINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORSUNTIL THE WATER LINES HAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY THE TOL. THEFINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH THE TOLUNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS-OF-WAY AND UTILITY EASEMENTS HAVEBEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENTEROSION ISSUES ON SITE.AA THE ENGINEER OF RECORD IS RESPONSIBLE TO ENSURE THAT CONSTRUCTION IS, AT ALLTIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND APPROVEDPLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWEDWITHOUT PRIOR WRITTEN APPROVAL BY THE TOL. A COPY OF EACH ENGINEER’S FIELD REPORTIS TO BE SUBMITTED TO THE TOL AS EACH SUCH INSPECTION IS MADE ON SYSTEMIMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND SEWERINFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY THE TOL SPECIFICATIONS AND THOSEOF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO:AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST, BACTERIOLOGICALTEST, ETC. THE TOL MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BESUBMITTED TO THE TOL. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILLBE SCHEDULED WITH THE TOL. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TOSCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER’SENGINEER OF RECORD AND THE TOL SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTSOR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPONCOMPLETION OF THE PUNCH LIST, THE DEVELOPER’S ENGINEER OF RECORD WILL SCHEDULEANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE TOLEXCEEDS TWO, ADDITIONAL FEES MAY BE ASSESSED TO THE DEVELOPER.TOWN OF LILLINGTON WATER NOTES DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:07 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS TOWN OF LILLINGTON DETAILS NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/241112PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U N DERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.8" INDICATORPOSTN.T.S.POST INDICATOR VALVEKENNEDY #0029 OR APPROVED EQUAL STTHYD HY D TTTFS S 1 0 ' M . B . S . L . 10' M . B . S . L .30'M.B.S.L.20' M.B.S.L.20' M.B.S.L.N/FTHE SQUARE AT LILLINGTON, LLCDB 1135, PG 949LOT 2PB 2005, PG 687N/FMASSMUTUAL ASSET FINANCE LLCDB 4109, PG 775LOT 3PB 2005, PG 687N/FSPIRIT MASTER FUNDING X LLC& SPIRIT REALTYDB 3786, PG 754LOT 2PC F, SL 52-A65.0'70.0' 70.0' 65.0'50' INGRESS/EGRESSEASEMENT, DB 979, PG 69PC F, SL 52-AN 8 1 ° 0 3 ' 2 2 " W 42 1 . 5 6 'N 45 ° 32 ' 22 " W 1 6 5 . 4 3 'C1(T)S 71° 49' 32" E74.17'N 73° 20' 28" E 160.26'S 16° 39' 32" E383.09' (T)S 73° 20' 28" W5.00'S 16° 39' 32" E191.84'C2181.11'N 71° 49' 32" W5.00' (TIE)(TIE) 232.93'N 16° 39' 32" W50.00'106.55'100.40'126.14'N 05° 36' 47" W88.30' (TIE)205.92' (TIE)S 22° 48' 03" WCURVE TABLECURVE#C1C2C3C4LENGTH408.22'37.26'39.29'39.25'RADIUS6370.44'1772.37'25.00'25.00'CHD LENGTH408.15'37.26'35.37'35.34'CHD BEARINGN 19° 58' 26" ES 17° 15' 41" ES 70° 24' 40" WS 19° 35' 20" E148.96' (TIE)S 25° 23' 12" W163.81' (TIE)S 25° 23' 12" WN 6 4 ° 3 3 ' 5 2 " W (TIE)C3C4(TIE)NC GRID NAD83(2011)171.3'126.7'171.3'126.7'S SSSSSSSSSSCONTRACTOR TO VERIFY WITHAUTHORITY HAVING JURISDICTION IFFIRE ALARM REQUIRES LAND LINES ORCELLULAR CONNECTION, AND INSTALLAND PAY FOR THE NEED AS REQUIRED.5/8"EIR(1.6'BG)5/8"SIR(0.1'BG)1/2"EIR(0.2'BG)SMAGN 596,996.849 sFTE 2,054,002.607 sFT5/8"EIR(0.3'BG)5/8"EIR (1.2'BG)N 596,590.444 sFTE 2,053,639.185 sFTNAD83(2011)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.2'BG)5/8"EIR(0.1'BG)5/8"EIR(0.2'BG)5/8"SIR(0.1'BG)5/8"EIR(0.1'BG)1"EIPBENT(0.1'BG)1"EIP(0.2'BG)5/8"EIRIN ASPHALT(FLUSH)MAG5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)5/8"EIR(0.1'BG)NO PARKINGFIRE LANENO PARKINGFIRE LANENO PARKINGFIRE LANEHY DS NC HWY 210R/W VARIESS. MAIN ST.R/W VARIESFDCHYDPWW10' M.B.S.L.SALL ROOF DRAINS TOCONNECT TOSTORMWATER NETWORK0.6% 0.5% 2.0%1.5%0. 7 % 0.7 %1.3%1.0%1.0%2. 2%0.9%0.7%2.9 %1.9%1.6%1.7% 1.7% 0.3%0.5%2.9%1.0%0.9%1.0%0.4%1.5%190191192193194194194190186187188189191192193194185190190194.54194.70194.50193.92194.24194.60194.43194.50194.48194.54194.52194.00194.58194.87194.70194.70195.00194.70194.72194.60194.59194.78195.50195.30195.00194.59194.16194.34194.28193.62193.88194.04194.00194.03194.20194.40193.97194.00193.88193.70193.50194.15194.14194.41194.42194.40194.00194.25194.03193.99194.25194.50194.75194.75195.00194.50194.45194.41194.20194.41194.50194.50194.23194.07195.30194.00190191192193193COVERED VESTIBULEPROPANE TANKFOR DISTRIBUTIONSHALL BEINTERIOR TO THEFENCED OUTDOORDISPLAY AREAPROPOSEDCONCRETEPROPOSED1 STORYTRACTOR SUPPLY BUILDING±21,931 SF TOTAL21,702 SF MAIN BUILDING228 SF VESTIBULEFFE = 195.0'PROPOSEDCONCRETEHEAVY DUTYASPHALTLIGHT DUTYASPHALTPROPOSEDEQUIPMENTDISPLAY AREA(±3,000 SF)LIVE GOODSCENTER AREA2,640 SF(1,600 SFSHADED)PROPOSEDFENCED OUTDOORDISPLAY AREA(±18,441 SF)190188189191192S S1.6%1.4%1.2%1.4%3.3%ASPHALTASPHALTELLIPTICAL CMPBURIED CMPELLIPTICAL C M PWETLANDSPRIVATEACCESSROADWAYASPHALTA S P H A L T 3 0 ' BU FFER WETLANDS3 0 ' B U F F E R 1 0 0 ' B U F F E R SMH#2RIM=189.97'I.I.=181.77'I.O.=181.67'SMH#1RIM=189.64'I.I.=181.54'I.O.=181.44'100' BUFFER30' BUFFER100' BUFFER30' BUFFERTOP OFBANK(TYP.)CL DITCH(TYP.)POORHOUSECREEK2' CONCCURB &GUTTER2' CONCCURB &GUTTERTRANS-FORMEROVERHEADUTILITIES(TYP.)OVERHEADUTILITIES(TYP.)CONC.HEADWALLCONC.HEADWALLCONC.HEADWALLSMH#8RIM=194.75'I.I.=188.05'I.O.=187.45'WETLAND LINEDELINEATED BY SPANGLERENVIRONMENTAL, INC.SEPTEMBER 2023 & FEB.2024 (APPROX. LOCATIONNOT FIELD SURVEYED)EX. RIP-RAP(TO REMAIN)EX. RIP-RAP(TO REMAIN)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" PVCWATERLINE SHOWNPER GIS (NOT FIELDSURVEYED)EX. WATERLINE SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. FORCEMAIN SHOWN PERSOUTH REGIONAL SANITARYSEWER 90% PLANS BYMEYERS ENGINEERING, PLLC.(NOT FIELD SURVEYED)EX. 8" WATERLINE SHOWNPER FIELD MARKINGSOCTOBER 2023EX. 16" WATERLINE SHOWN PERGIS INFORMATION (NOT MARKEDDURING FIELD SURVEY)19 219319 3 1.CURRENT OWNER:SQUARE AT LILLINGTON, LLCP.O. BOX 10189WILMINGTON, NC 284042.APPLICANT: REESE REAL ESTATE LILLINGTON, LLC1076 SUMMIT DRIVEMIDDLETON, OHIO 45042PHONE:513-292-58373.ENGINEER:QUIBLE & ASSOCIATES, P.C.P.O. DRAWER 870KITTY HAWK, NC 27949CONTACT: CATHLEEN M. SAUNDERS, PEPHONE: (252) 491-8147PHONE: (252) 491-8146 EMAIL: CSAUNDERS@quible.com4.PROPERTY ADDRESSES: 695 NC 210 S LILLINGTON, NC 27546PIN(S): 0559-36-8990, 0559-36-9800, 0559-36-9539PID(S): 10055906020001 03, 100559 0521, 100559 00325.PROPERTY ZONED: GENERAL BUSINESS (GB) W/IN LILLINGTON ETJ (TRANSITIONAL URBAN)LANDUSE CLASSIFICATION: MAIN STREET MIXED USE6.EXISTING LOT AREA = 199,193.4 SF / 4.57 ACRES (AREAS BY COORDINATE METHOD.)7.SUBJECT REFERENCES: DB 1140, PG 482; DB 1135, PG 949, MB 2005, PG 6878.HORIZONTAL DATUM IS NAD83(2011), VERTICAL DATUM IS NAVD 1988.9.PROPERTY IS LOCATED IN NFIP FLOOD ZONE "X" AND SUBJECT TO CHANGES. BASED ON COMMUNITYCID NO. 370381; PANEL 0548; SUFFIX J. (MAP NUMBER 3720054800J) EFFECTIVE DATE: 10/3/2006.10.THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS,COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.11.PRIOR TO LAND DISTURBANCE, AN APPROVED SOIL EROSION AND SEDIMENTATION CONTROL PLAN ISREQUIRED.12.A LOCALLY APPROVED HIGH DENSITY STORMWATER PERMIT IS REQUIRED PRIOR TO LANDDISTURBANCE.NOTES1 inch = ft.( IN FEET )GRAPHIC SCALE030'15'30'60'30THE DATA GIVEN ON THESE PLANS IS BELIEVEDTO BE ACCURATE, BUT THE ACCURACY IS NOTGUARANTEED. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,AND DIMENSIONS OF THE EXISTING UTILITIESPRIOR TO CONSTRUCTION. IF A DISCREPANCYIS FOUND, WORK SHALL CEASE AND THE ENGINEERNOTIFIED. WORK MAY CONTINUE UPON ENGINEERSNOTICE TO PROCEED.NOTE:DRAWN BYOF SHEETSPROJECT NO.SHEET NO.DATE DESIGNED BYISSUE DATECHECKED BYREVISIONS CERTIFICATIONNORTH CAROLINA J:\Quible\Projects\2023\P23081\Drawings\P23081-base.dwg 12/3/2024 4:07 PM Saunders, Cathleen THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, P.C. ANY ALTERATION OF THIS DOCUMENT IS PROHIBITED. IF THIS DOCUMENT IS NOT SIGNED AND SEALED BY A LICENSED PROFESSIONAL THEN THIS DOCUMENT SHALL BE CONSIDERED PRELIMINARY, NOT A CERTIFIED DOCUMENT AND SHALL NOT BE USED FOR CONSTRUCTION, RECORDATION, SALES OR LAND CONVEYANCES, UNLESS OTHERWISE NOTED. COPYRIGHT C 2024 QUIBLE & ASSOCIATES, P.C.NO. ssociates, P.C. SINCE 1959uibleO A& NC License#: C-0208 ENGINEERING** * CONSULTING * PLANNING ENVIRONMENTAL SCIENCES * SURVEYING** **SURVEYING NOT OFFERED AT BLACK MTN. OFFICE** 8466 CARATOKE HWY BLDG 400 POWELLS POINT, NC 27966 Phone: (252) 491-8147 administrator@quible.com 90 CHURCH STREET SUITE B BLACK MOUNTAIN, NC 28711 Phone: (828) 357-5149 administrator@quible.com 3 07/19/2024PER TOWN COMMENTS 4 09/13/2024PER TOWN COMMENTS 5 10/22/2024REVISED WATERLINE CONNECTION 6 11/3/2024 REVISED PER TOWN COMMENTS 7 11/4/2024 ISSUED FOR STATE PERMITTING 8 11/20/2024REVISED PER TOWN COMMENTS 9 12/03/2024REVISED PER TOWN COMMENTS PHASING PLAN NC 210 TRACTOR SUPPLY CO. TOWN OF LILLINGTON HARNETT COUNTYP23081CMSCMSMWS04/04/241212PRELIMINARYNOT FORCONSTRUCTIONSEALSEAL043652 CATHL EEN M. S A U NDERSNOR T H CARO L I NAPRO F ESSIO N ALENGINE E RKnow what'sbelow.before you dig.CallRNOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FORDISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THISDOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTSBY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THECOMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLEFOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THEUSE OF THIS INFORMATION.LEGENDPROPOSED ASPHALT PAVEMENTEXISTING ASPHALT PAVEMENTPROPOSED CONCRETE PAVEMENTEX. TELEPHONE PEDESTALTEX. UTILITY POLEEX. WATER LINEWEX. CABLE TV BOXCEX. DRAINAGE PIPEEX. SANITARY SEWER LINESSEX. UG GAS LINEG10EXISTING CONTOUR9.0PROPOSED CONTOUR9.0PROPOSED SPOT GRADE(TOP OF ASPHALT & FLOW LINE)(UNLESS OTHERWISE NOTED)PROPOSED STORM PIPEPROPOSED DROP INLETPROPOSED DRAINAGE FLOWPHASE 1PHASE 2PHASE 1 NOTES:1.ITEMS WITHIN THE PHASE 1 BOUNDARY MAY BEINSTALLED PRIOR TO THE TOWN'S SEWER MAININSTALLATION (INCLUDING, BUT NOT LIMITED TO,PRIVATE WATERLINE, SEWER REROUTE, STORM NETWORKAND ROUGH GRADING). TEMPORARY STORMWATERDIVERSIONS MUST BE INSTALLED TO DIRECT RUNOFFTOWARDS BASIN #2 UNTIL BASIN #1 INSTALLATIONDURING PHASE 2.2.STORMWATER NETWORK FROM CB #13 TO CB #3 ANDASSOCIATED OUTFALL CAN BE INSTALLED WITHINPHASE 1. BASIN #1 FOREBAY TO BE INSTALLED TOASSIST IN DISSIPATING FLOW AND ACT AS A SEDIMENTTRAP PRIOR TO PHASE 2.PHASE 2 NOTES:1.GRADING SHOWN ON THE PHASE 2 SIDE SHOULD BELIMITED TO THE BOUNDARY LINE SHOWN AND TIE INTOEXISTING GRADES, UNTIL AFTER THE TOWN'S SANITARYSEWER LINE HAS BEEN INSTALLED, TESTED, ANDACCEPTED.2.STORM PIPING FROM CB#5 TO CB#3 TO BE INSTALLEDAFTER TOWN SEWER INSTALL. TEMPORARY STORMWATERDIVERSIONS MUST BE INSTALLED TO DIRECT RUNOFFTOWARDS BASIN #2 UNTIL BASIN #1 INSTALLATION.3.FENCING AROUND BOTH BASINS MUST BE INSTALLEDAFTER TOWN WORK. 0.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.20.20.20.20.20.20.20.20.25.91.00.52.84.35.55.74.23.32.92.01.10.60.33.93.22.83.43.73.53.43.12.62.11.70.90.50.36.27.15.34.13.73.43.43.12.72.52.11.71.31.00.60.30.20.24.04.03.53.23.23.12.72.52.01.71.31.00.70.50.30.20.20.22.73.12.93.13.02.72.72.52.21.91.61.30.90.60.50.30.20.20.20.30.30.91.11.62.02.42.52.22.12.22.73.12.62.22.01.91.50.90.60.30.20.30.30.40.50.50.71.01.31.61.72.02.22.11.91.91.92.12.82.83.32.82.42.31.50.30.50.60.71.01.10.30.50.91.21.52.12.52.42.52.32.02.01.82.22.63.20.80.91.31.51.92.22.52.40.30.61.11.62.13.13.84.23.32.62.32.52.12.32.41.52.12.73.43.93.73.12.30.91.72.64.46.45.63.62.82.52.52.02.73.55.06.65.74.23.01.52.43.64.53.92.62.32.42.63.01.61.82.94.16.92.02.42.72.72.42.12.42.72.91.61.51.21.52.74.47.010.05.61.92.02.22.42.32.22.42.72.52.62.01.31.42.23.75.16.86.54.31.71.92.12.52.62.42.52.42.11.72.01.51.41.92.93.54.04.03.32.52.02.22.93.93.53.12.62.32.21.41.31.31.72.32.62.62.31.91.51.82.54.26.35.43.62.62.52.81.41.41.31.21.51.61.41.20.90.71.62.53.95.24.32.82.42.52.91.91.20.80.80.80.70.50.40.40.31.32.02.52.82.82.32.22.62.52.32.11.20.70.40.40.30.30.20.21.81.92.22.32.12.12.42.42.21.31.00.80.40.20.21.61.71.92.22.32.22.42.62.72.51.31.30.80.50.21.51.82.02.43.02.82.62.52.73.32.31.72.01.91.31.00.60.40.21.72.23.34.35.03.52.62.42.02.31.81.82.31.91.41.20.90.60.50.41.52.54.16.05.53.32.42.32.32.22.21.71.31.31.00.80.70.41.32.12.93.53.42.32.12.11.81.61.10.90.80.60.41.01.71.82.02.01.71.41.41.20.90.50.50.91.31.21.21.10.90.80.70.30.60.80.70.60.60.30.10.10.10.10.111.5T @ 25'R @ 25'R @ 25'K @ 14'K @ 14'K @ 14'R @ 25'K @ 18'K @ 18'K @ 18'K @ 18'K1 @ 21.5'K1 @ 21.5'K1 @ 21.5'K @ 14'K @ 14'K @ 14'K @ 14'K @ 14'R9 @ 25'R9 @ 25'DesignerAdam CarrierDate03/20/2024ScaleNot to ScaleDrawing No.SummaryScheduleSymbol Label Quantity Catalog Number Description Lamp WattageR3 RSX1-LED-P3-50K-R3-MVOLT-SPADouble Head Lithonia RSX1 Series LED Area Unitw/Type R3 Distribution (22ft. Pole Height w/3ft.Concrete Base) FULL CUTOFF DESIGNLED/5000K (FULLCUTOFF DESIGN)218.88R92 RSX1-LED-P3-50K-R3-MVOLT-SPADouble Head Lithonia RSX1 Series LED Area Unitw/Type R3 Distribution (22ft. Pole Height w/3ft.Concrete Base) FULL CUTOFF DESIGNLED/5000K (FULLCUTOFF DESIGN)218.88T1 RSX1-LED-P3-50K-R3-MVOLT-SPAQuad Head Lithonia RSX1 Series LED Area Unitw/Type R3 Distribution (22ft. Pole Height w/3ft.Concrete Base) FULL CUTOFF DESIGNLED/5000K (FULLCUTOFF DESIGN)437.76K12 DSXW1-LED-10C-1000--50K-T3M-MVOLT-DDBXDLithonia DSXW1 Series Wall Mount LED Unitw/Type T3M Distribution (18ft. and 14ft. FixtureMounting Heights) FULL CUTOFF DESIGNLED/5000K (FULLCUTOFF DESIGN)38.8K13 H-15118-97/HL-AHD-27”97/21/LED2/40/D/BCM-MHi-Lite H15118 Series LED Goosneck Unit (20ft.Mounting Height) Red Finish (FULL CUTOFFDESIGN)LED/4000K (FULLCUTOFF DESIGN)21StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinProperty Line Light Levels 0.0 fc 0.2 fc 0.0 fc N/A N/AParking Lot Light Levels 2.1 fc 11.5 fc 0.1 fc 115.0:1 21.0:1 TOWN OF LILLINGTON 102 East Front Street ● P.O. Box 296 ● Lillington, North Carolina 27546 Phone: (910) 893-2654 ● Fax (910) 893-3693 ● www.lillingtonnc.org ORDINANCE FY2025-13 BUDGET ORDINANCE AMENDMENT FISCAL YEAR 2024-2025 #6 BE IT ORDAINED, by the Governing Board of the Town of Lillington, North Carolina, that the following amendment is made to the budget ordinance for the period ending June 30, 2025: Section 1. To amend the General, Powell and Water/Sewer Funds, the revenues and expenditures are to be changed as follows: Account Number Description Increase Decrease 10-20-500-1508 Maint & Rep-Parks $ 8,000 10-20-500-1507 Maint & Rep-Rescue $ 2,200 10-10-530-1700 Maint & Rep-Vehicle $ 10,000 10-00-399-0000 Fund Balance $ 20,200 To budget funds for replacing light pole at park, concrete pad at rescue building, fire truck repairs. Section 2. Copies of this budget amendment shall be furnished to the Governing Body, Budget Officer, Clerk and the Finance Director for their direction. Town of Lillington | 2 102 East Front Street ● P.O. Box 296 ● Lillington, North Carolina 27546 Phone: (910) 893-2654 ● Fax (910) 893-3693 ● www.lillingtonnc.org Adopted this 14th day of January, 2025 __________________________ Glenn McFadden, Mayor Attest: __________________________ Lindsey B. Lucas, Town Clerk PROFESSIONAL SERVICES AGREEMENT PROFESSIONAL SERVICES AGREEMENT December 19, 2024 Town of Lillington c/o Alicia Adams 102 East Front Street PO Box 296 Lillington, NC 27546 Subject: Town of Lillington Comprehensive Land Use Plan Update KCI Associates of North Carolina, P.A. (“KCI”) is pleased to submit this professional services proposal (the "Proposal") to the Town of Lillington (“Client") for the services (the "Services") described in the Scope of Services section of this Proposal. The Proposal shall be valid for a period of thirty (30) business days from the date above. Acceptance and execution thereafter shall be conditioned on KCI's reaffirmation of the Proposal. The Proposal includes the General Provisions (see Exhibit A) and all other exhibits attached hereto. If this Proposal is accepted and executed by Client, then the General Provisions and other exhibits, along with this Proposal, shall constitute a complete and legally binding contract between KCI and Client. SCOPE OF SERVICES This Proposal is limited exclusively to the Services as described below and anything not expressly described shall be considered expressly excluded from the Services. Any modifications to the Services made after execution of this Proposal will be Additional Services unless otherwise agreed to in writing by both parties. SCOPE SUMMARY KCI will lead the consultant team and include the following subconsultants: Insight Planning & Development and Rose & Associates. The Lillington Comprehensive Land Use Plan will be developed using a five-phase process that incorporates the specific services incorporated in the Town’s RFQ. •Phase 1: Project Initiation •Phase 2: Identify Issues & Opportunities PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 2 of 26 • Phase 3: Evaluate Plan Themes • Phase 4: Plan Development • Phase 5: Plan Adoption Phase 1: Project Initiation In Phase 1, KCI will gather information, establish the working relationship between the consultant team and the Town staff, and engage the Town’s leaders, stakeholders, and Steering Committee during the project kickoff meeting. Task 1.1: Kickoff Meeting with Staff, Steering Committee and Reconnaissance The team will prepare for and facilitate an in-person project kick-off meeting with the applicable Town staff. During this meeting, the team (staff and consultant team) will discuss the key components of the Project Management Plan (Task 1.3), including the public engagement plan, and make decisions about meeting coordination, communication preferences, schedule, and general objectives for the plan development. The project team will conduct a mapping exercise to discuss the Town’s planning area and identify specific geographic areas that are notable in terms of growth management, redevelopment, utilities, transportation, environmentally sensitive areas, intergovernmental agreements, and other future land use challenges and opportunities. In coordination with the Town’s project manager, the KCI team will facilitate a kickoff meeting with the Steering Committee [SC Meeting #1]. The focus of this meeting is to introduce the Steering Committee to the project team, discuss the overall approach and schedule for the project, define the roles & responsibilities of the different entities involved in the process, explore the Steering Committee member's general objectives, objectives for public engagement and ideas for the Town’s future. During this time, the KCI team will tour the Town’s jurisdiction and work with Town staff to identify critical areas to view in person and prioritize those locations where change is expected, growth pressures, or areas that have support for preservation. Our team will begin to create a profile of the patterns of growth trends in Lillington, specifically as they have changed since the last plan update. Task 1.2: Stakeholder Interviews During Phase 1, the KCI team will work with Town staff to facilitate 4-6 small-group structured PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 3 of 26 interviews with the following stakeholders. The Town will prepare the list of stakeholders and contact information and send an initial communication to stakeholders about the project and the request for an interview. Interviews can be topically focused, allowing leadership, staff, community partners, and organizations to join discussions. The purpose of the interviews is to prepare an early diagnosis of critical issues and opportunities that will help guide the plan development process. Interviews can be in person or virtual, and a summary of interview themes will be prepared and shared with the Town’s project manager. Task 1.3: Develop Project Management Plan Following the project kickoff activities, the KCI team will prepare a cloud-based tool available to the Town’s project manager to document all project management details. This tool will document the agreed-upon details of the project schedule, meeting schedule and location of project meeting summaries, approach for the project team communications, public engagement tracking and coordination, approach for monthly management responsibilities, roles and responsibilities of all engaged parties, and process for decision making during the planning process. This includes scheduling, hosting, and preparing agendas for monthly project management meetings with the Town’s project manager to provide status updates and coordinate the preparation of upcoming deliverables and events. This online document will serve as a project management working guide and will be updated throughout the process. Task 1.4: Collect and Inventory ArcGIS Data, Policy Documents, and Relevant Studies The KCI team will partner with Town staff to develop GIS analyses and maps. First, the KCI team will prepare a data request for all basic ArcGIS mapping data, plans, reports, and studies (not available online) for Town staff to collect and share with the KCI team. The Town will collect, organize, classify, and upload GIS layers and documents requested via a geodatabase to secure the data-sharing site provided by the KCI team. The KCI team will then prepare a map template and base map that can be used throughout the project. Task 1.5: Develop Public Engagement Plan & Website The KCI team will work with the Town’s Project Team to develop the Public Engagement Plan (PEP). This will clarify the roles and responsibilities and coordinate across the project team. The PEP will identify the approach for publicizing the community engagement windows and coordinate publicity efforts (social media, press releases, blasts, etc.) In addition to developing the PEP, this task will include the following: PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 4 of 26 • Project Identity • Engagement Objectives • Key Messages • Brand Project Website • Public Engagement Coordination Phase 1 Deliverables: • Project Management Plan • Context Map • Data Request Memo • Public Engagement Plan • Stakeholder Interviews & Summaries • Project Website • Steering Committee Meeting Summary Phase 1 Meetings: • Kickoff meeting • Steering Committee Meeting #1 • Bi-weekly coordination calls with Town staff • Stakeholder meetings (4-6) Phase 1 Schedule: • 1-3 Months Phase 2: Identify Issues & Opportunities Phase 2 focuses on understanding the guidance and policy direction of the Town’s existing plans, launching the project with the public, and articulating new issues and opportunities for the plan to address. Task 2.1: Develop Current Policy Profile Before updates can be made to Lillington’s Comprehensive Land Use Plan, several existing functional plans and documents must be thoroughly reviewed. This step will follow Phase 1, providing the rest of the background required before updating data and forecasts. The KCI team will prepare an existing policy summary synthesizing the policy guidance included PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 5 of 26 in relevant Town plans. This profile will be organized to provide a concise summary of policy documents and offer policy considerations that can be explored during the planning process. The KCI team will work with Town staff to identify which policy documents or sections of documents are still relevant. A draft will be provided for staff review and comment. It will be shared with the Steering Committee and posted on the project website. Task 2.2: Steering Committee Meetings #2 The KCI team will facilitate a Steering Committee meeting [SC Meeting #2] during phase 2. This meeting will provide a report on key findings from stakeholder interviews, provide an update on the development of the current policy profile, and discuss an approach to public engagement. Task 2.3: Public Survey & Community Engagement Meeting(s) 2.3.1 Public Survey The KCI team will work closely with Town staff to develop a Community Survey to gather feedback from the public regarding community vision, goals, and key issues to be addressed by plan policies, future regulatory efforts, and priority investments. The survey may include a visual preference survey that provides images of various development types or elements. The Community Survey can be made available online, in print form, and as a component of a public meeting. 2.3.2 Community Engagement Meeting The first community engagement meeting will focus on accomplishing three objectives: confirming critical planning issues to address in the plan, defining community aspirations, and sharing preliminary data and trends. Rather than have citizens attend a community meeting in an auditorium and be lectured about the planning process, we prefer to have community meetings operate in an open house format. This format allows citizens to move freely between stations to receive information and provide input that assists the project team as we gather the data necessary to develop the plan. The meetings will be structured in a manner that allows the project team to execute of the following exercises [examples only]: • SWOT Analysis • Visioning • Land Use Desires • Community Wishlist • Transportation • Youth Oriented Station PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 6 of 26 2.3.3 Virtual Community Engagement Meeting The KCI team will also provide a virtual engagement webinar to discuss the community engagement meeting and an opportunity for those attending the virtual event to contribute feedback and comments about the planning process. 2.3.4 Additional Community Meeting The project team will organize a Town Event dedicated to informing the community about the planning process and providing the public with opportunities to engage in the planning process outside the typical community meeting. The event will be open to all residents and property owners within Lillington’s jurisdiction. Guided by the Public Engagement Plan (PEP), the KCI team will provide advertising and publicity guidance to the Town during this period to maximize responses and track responses to ensure targeted community members are participating. 2.4: Summary of Issues and Opportunities The KCI team will prepare a summary of issues and opportunities based on vision and policy themes generated from stakeholder interviews, Steering Committee discussions, and input received through community engagement activities outlined in the section above. This document will serve as the foundation for policy discussions with Town staff, the Steering Committee, the Planning Board, and the Town Council. First, a Town staff review draft will be prepared, followed by a Steering Committee review draft. Following these reviews, the KCI team will finalize the document for sharing with the Planning Board, Town Council and posting on the project website. 2.5: Briefings to the Planning Board and Town Council A briefing presentation will be prepared to share with the Planning Board and Town Council that summarizes the engagement efforts, analysis, and summary of new issues and opportunities completed through Phases 1 and 2. Key findings from Phase 3 that are happening concurrently with Phase 2, will also be presented. The KCI team will coordinate with town staff to present these briefings at the boards' regularly scheduled meetings. The purpose of this presentation is to brief the boards on the project status and findings. Phase 2 Deliverables: • Current Policy Profile PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 7 of 26 • Materials for Steering Committee • Summary of Community Engagement Meetings • Summary of Issues and Opportunities • Presentation materials to Planning Board and Town Council • Project Website Updates • Steering Committee Meeting Summary Phase 2 Meetings: • Steering Committee Meeting #2 • Two (2) Community Engagement Meetings (one large event, one smaller event associated with a Town sponsored/related gathering). • Bi-weekly coordination calls with Town staff • Planning Board Meeting • Town Council Meeting Phase 2 Schedule: • 3-6 Months Phase 3: Evaluate Plan Themes Concurrent with Phase 2, Phase 3 will evaluate the planning influences facing Lillington, including documentation of how the community has changed since the current land use plan was developed and projections for future population and growth. Task 3.1 Community Profile During this phase, our team will prepare a Community Profile, incorporating updated statistics and findings from recent Town efforts. The community profile will include the Town’s history, baseline demographic and economic data & trends (population, employment, income, socioeconomic data, retail trends, etc.). We will use data from the Town, Harnett County, US Census Bureau, State of North Carolina, ESRI and other available sources. Information collected regarding the economy, business patterns, employment, and demographics will provide insight into potential issues and opportunities. The data will be studied to benchmark progress and provide context to policy recommendations developed later in the process. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 8 of 26 Our team will develop and analyze demographic and economic data from federal, state, local, and proprietary sources, including but not limited to the US Census, ESRI, Bureau of Labor Statistics, and State census and labor data, to understand market dynamics and trends. We will use county, municipal, and trade area data to create a summary of Key Indicators, Trends infographic and custom data reports. Based on findings and simultaneous work in previous tasks, our team will gather economic and real estate market data to identify demand and current supply of commercial (retail, office & industrial) real estate. We will also assess the existing housing stock, address housing needs and affordability and determine future market demand. Task 3.2 Analyze Built Environment Conditions and Trends We will conduct an analysis of existing land use and land supply to understand the capacity for growth in key areas of the Town. It is anticipated that data related to recently approved development will be compiled and used to inform the land use and capacity study. A suitability analysis will determine areas most suitable for different types of development based on a variety of inputs. It is anticipated that suitability maps will be created for residential, commercial, industrial, and conservation/open space. Exact land use types and inputs will be determined by consultation with Town staff. Typical inputs include proximity to existing and proposed roadways and utility infrastructure, proximity to schools, parks, and commercial areas, adjacent land uses, and understanding of existing land use patterns and environmental constraints. The suitability analysis and input from public meetings will be utilized by the Steering Committee, Town staff, and the consultant team to inform future land use preferences, including use-mix, scale, and design character. Deliverables for this task will be utilized to formulate the future land use map and associated character area recommendations. Task 3.3 Analyze Natural Environment & Parks/Recreation Our team will prepare maps and statistical information on existing environmental conditions and related issues, which could include conservation, agricultural lands, parks/recreation, waterways, and natural areas (wetlands, floodplains, etc.). Using guidance from stakeholder interviews and Town staff guidance, particular programs and ordinances can be reviewed for potential recommendations and updates to be included in the plan. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 9 of 26 Task 3.4 Summarize Transportation Planning, Conditions and Trends The KCI team will prepare a summary of relevant data and information pertaining to the Town’s current and future transportation systems. This effort will leverage the transportation planning of CAMPO and other transportation-related organizations. The team will review existing plans, policies, and projects related to all applicable forms of transportation. Key identified projects to support future growth will be considered. Task 3.5 Evaluate Public Facilities and Services The KCI team will prepare an assessment of the existing public facilities and services provided by the Town and its partners. At a minimum, these services and facilities will include public utilities, solid waste, public safety, EMS, and libraries. This assessment will document existing facilities and services, capacities, and any plans for enhancing or increasing service levels. In coordination with previous portions of this process, this will also include a mapped assessment of where facilities exist in relationship to flood hazard areas. Working with Lillington departmental representatives, this assessment will determine whether existing facilities and services are expected to support projected future growth. Phase 3 Deliverables: • Community Profile • Materials for Steering Committee • Project Website Updates • Steering Committee Meeting Summaries Phase 3 Meetings: • Steering Committee Meeting #3 • Bi-weekly coordination calls with Town staff Phase 3 Schedule: • 4-7 Months Phase 4: Plan Development Phase 4 builds on the prior work completed and results in a new public review draft of the updated Lillington Comprehensive Land Use Plan. The plan will be organized thematically and designed using a system-based approach that acknowledges and supports the linkages between planning PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 10 of 26 topics. It will be drafted to address all aspects within the community. Task 4.1 Develop Draft Plan Framework, Visions & Goals The KCI team will prepare a staff review draft of the plan framework (structure and organization of plan), new community vision themes, and plan goals. Based on staff feedback, the team will make revisions and prepare for review by the Steering Committee. Task 4.2 Project Team Work Session [Growth] The Town staff and KCI team will conduct a project teamwork session focused on the land use framework for the Town (i.e., the future land use map & classifications). This will be a virtual work session coupled with another in-person meeting to prepare 2-3 land use alternatives for the project team to consider and define the future and use maps and classifications that will guide future development decisions. Task 4.2 Develop Land Use & Development Recommendations The KCI team will compile the results of tasks 4.1 into a simplified report format for review by the Steering Committee. At Steering Committee Meeting #4, the Committee will discuss the findings of the report and be led through a facilitated discussion to identify preferred alternatives to include in the public review of the draft plan. Task 4.3 Develop Plan Policies and Actions The KCI team will build off the previous tasks and develop a draft set of policies and implantation actions for each plan chapter. We anticipate this will include the full range of planning topics included in the Town’s RFQ. The organization of policies, strategies, and actions will follow the plan framework identified above. 4.3.1 Land Use and Character Areas The future land use policies, strategies and actions will be developed to provide overall Town land use guidance as well as specific guidance to unique planning areas in Lillington. The policies will describe land use priorities that are supported by the community and identify strategies to support the development of these uses. Building off the tasks in this phase, this section of the plan will also include a framework and categories that will designate all areas within the Town’s jurisdiction and potential urban services area. These categories will define the general character, land use, and general form of development envisioned in each area. Form characteristics will be coordinated with transportation planning PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 11 of 26 efforts to ensure the land use and transportation policies support the same character objectives. 4.3.2 Economic Development & Market Analysis In consideration of industry, housing and retail targets mentioned previously, our team will prepare a series of land use policies that support local economic development initiatives for greater success for business attraction, retention, small business development and tourism. 4.3.3 Natural Environment & Parks/Recreation Our team will develop a series of policy statements and implementation actions to include the natural environment, wetlands, floodplain, farmland, conservation, existing parks & potential park locations, and greenways/trails. Our team will work with the Town to ensure an equitable distribution of investment strategies that serve the entire community. Task 4.3.3 Transportation The KCI team will develop transportation policies and actions with a focus on the linkage between transportation and land use, which is key to planning an accessible multi-modal transportation network. Building from previous transportation planning efforts by the Town, County, NCDOT and CAMPO, the team will develop a set of transportation policies, strategies, and actions to integrate land use and transportation and future community and economic development efforts. Task 4.3.4 Public Facilities & Services Our team will prepare a set of police actions for public facilities and services provided by the Town, and its partners. This plan direction will address the need for public facilities and utility services to serve future populations and future growth regions of the Town and other policy directions that are supported by the community. Some of the policies and actions will be suggested for the Town’s partners to assist with achieving. Task 4.4 Steering Committee Meetings The team will conduct another Steering Committee meeting to share and receive feedback on the draft plan components, coordinate public engagement efforts, discuss the future land use plan and review comments on policy actions. Task 4.5 Community Engagement Meeting(s) The KCI team will prepare for and facilitate the second community engagement meeting to present the draft plan. Engagement activities will provide opportunities for participants to provide feedback on the draft plan goals and actions and the future land use map. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 12 of 26 4.5.1 Virtual Community Engagement Meeting The KCI team will also provide a second virtual engagement webinar to discuss the aforementioned community engagement meeting and provide an opportunity for those attending the virtual event to contribute feedback and comments about the planning process. Task 4.6 Briefings to the Planning Board and Town Council A briefing presentation will be prepared to share with the Planning Board and Town Council that summarizes the engagement efforts, analysis, summary of new issues and opportunities completed. Phase 4 Deliverables: • Drafts of Comprehensive Land Use Plan • Materials for Steering Committee • Summary of Community Engagement Meetings • Project Website Updates • Steering Committee Meeting Summaries • Presentation to Planning Board and Town Council Phase 4 Meetings: • Steering Committee Meetings #4-5. • Two (2) Community Engagement Meetings (one in person, the second virtual) • Planning Board Meeting • Town Council Meeting • Bi-weekly coordination calls with Town staff Phase 4 Schedule: • 6-9 Months Phase 5: Plan Adoption The final phase of work will support adopting the updated Comprehensive Land Use Plan. Task 5.1 Finalize Public Hearing Draft of Comprehensive Land Use Plan Following the previous tasks, the KCI team will prepare a public hearing draft of the updated CLUP to be shared with the Steering Committee. This draft will be shared with Town staff for review and comment prior to sending to the Planning Board and Town Council. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 13 of 26 Task 5.2 Public Hearing with Planning Board and Town Council The KCI team will prepare materials for and facilitate up to two public hearings with the Planning Board and Town Council with the aim of plan adoption. Task 5.3 Finalize the Adopted Plan and Transmit All Final Files to Town Staff Upon final adoption of the plan, the KCI team will transmit the final plan and all related files to the Town staff. Phase 5 Deliverables: • Public hearing draft version of plan • Final adopted plan and transmission of files • Project Website Updates • Steering Committee Meeting Summaries • Presentation material for Planning Board and Town Council Phase 5 Meetings: • Steering Committee Meeting #6 • Planning Board Meeting • Town Council Meeting • Bi-weekly coordination calls with Town staff Phase 5 Schedule: • 9-11 Months PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 14 of 26 SCHEDULE It is anticipated that this project will be an 11-month process from notice to proceed as shown below: ASSUMPTIONS, EXCLUSIONS, AND CAVEATS • No additional work, other than that described in the Scope of Services, is included in this proposal. • All fees are to be paid by the client, including submittal and review fees, unless specifically identified in this proposal otherwise. • Bidding, construction inspection and construction administration are excluded. • Surveying field work and survey work plats for easements, right of way, and subdivision are excluded. • As-built survey and plans are excluded. • Architectural design work is excluded. • Geotechnical investigations and geotechnical engineering work is excluded. • Any changes made after approval and acceptance of the layout and design by the client will be considered an additional service for the redesign of lots, roads, buildings, grading, utilities, etc. MONTH 1 2 3 4 5 6 7 8 9 10 11 Phase 1. Project Initiation 2. Identify Issues & Opportunities 3. Evaluate Plan Themes 4. Plan Development 5. Plan Adoption Steering Committee Meeting(s) ● ● ● ● ● ● Planning Board Meeting(s) ● ● ● Town Council Meeting(s) ● ● ● Community Meeting(s) ● ● PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 15 of 26 FEES AND PAYMENTS The following fees are for the performance of the Services listed in the Scope of Services above. Fees listed in this section do not cover any Additional Services or any other services that are not specifically described as part of the Services, with the exception of tasks listed as part of the contingency fee below. KCI will submit monthly invoices for the Services and Additional Services rendered and the Direct Expenses and Charges incurred. Client agrees to comply with the PAYMENT terms in the General Provisions. KCI's fee for the Services will be a according to the fee schedule below and will be invoiced monthly based on percentage of Services performed. The fee includes all direct expenses associated with the performance of Services. A breakdown of this lump sum fee is as follows: PHASE FEE Phase 1: Project Initiation $ 8,000 Phase 2: Identify Issues & Opportunities $ 25,000 Phase 3: Evaluating Plan Themes $ 25,000 Phase 4: Plan Development $ 36,000 Phase 5: Plan Adoption $ 5,000 Travel, Printing, Admin. Expenses $ 3,000 Subtotal $ 102,000 *Contingency (10%) $ 10,200 Total Project Fee $ 112,200 *A contingency fee will only be charged if the Client requests and agrees to additional meetings, tasks, etc. outside of those listed in this scope of services. DIRECT EXPENSES AND CHARGES Based on the work as outlined in the “Scope of Services” section, direct expenses are anticipated to be limited to travel expenses associated with the site visits, and (internal) reproductions for documentation and QA/QC purposes. Such direct expenses are included in KCI’s lump sum fee for this work. ADDITIONAL SERVICES Experience indicates that certain additional services (“Additional Services”) may be appropriate, required, or necessary that KCI cannot presently determine or estimate. For this reason, the fee for Additional Services is not included in the "Fees and Payments" section of this Proposal. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 16 of 26 Further, the performance of these Additional Services is not included in the Scope of Services unless expressly described in that section of this Proposal. These Additional Services are the result of many situations and decisions too numerous to include here but two such examples are your decision, or your contractor’s, to deviate from current plans or standards, or a reviewing agency/regulator determination. For clarity, Additional Services, for the purposes of this Proposal, include the common understanding and purpose of the terms: extras, change orders, and add-ons. FEES AND PAYMENTS FOR ADDITIONAL SERVICES Fees and payments for Additional Services shall be in addition to any fees and payments for the Services and shall be billed and paid on the same fee and payment terms described for the Services or as mutually agreed upon in writing when the Additional Services are ordered by the Client. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 17 of 26 CONCLUSION KCI welcomes the opportunity to collaborate with the Town of Lillington on the Comprehensive Land Use Plan Update Project. The KCI point of contact (“POC”) if you have questions about this Proposal, the General Provisions, or any other attachment is Chad Sary, who may be contacted at either 919-418-7889 or chad.sary@kci.com. ACCEPTANCE By signing this Proposal, you are accepting the Proposal, General Provisions, and any other attachments and, therefore, agreeing to a legally binding contract with KCI Associates of North Carolina, P.A. The person executing this contract on behalf of the Client does hereby warrant that he/she has full authority to do so. Unless otherwise identified in Section 18. NOTICES, Client agrees that the person executing this Proposal will be the designated recipient. This contract will go into effect as of the date of the signature below. Please provide a copy of the signed contract to the KCI POC. Town of Lillington, North Carolina KCI Associates of North Carolina, PA BY: BY: Signature Signature Name Name Title Title Date Date PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 18 of 26 EXHIBIT A GENERAL PROVISIONS These General Provisions are incorporated by reference in the Proposal for the performance of Services by KCI as of the date of the executed Proposal. 1. START OF SERVICES KCI will not provide Services until Client executes the Proposal creating a contract. However, if Client fails to return an executed copy of the contract (“Agreement”) to KCI and Client requests and authorizes KCI to proceed with Services, the terms and conditions of this Agreement will be in force and govern the Services and the relationship of the parties. 2. ADJUSTMENTS TO FEE AND TIME Fees quoted in the Proposal are based on current salaries, operational costs and the Services as initially presented by Client. Unless a lump sum fee is quoted, KCI shall have the automatic right to adjust the fee basis to reflect change in salaries and operational cost on each twelve (12) month anniversary following the date of the Proposal. Estimates stated in the Proposal are provided for convenience of the Client and KCI may adjust the estimates as necessary once Services commence if the Services are not as originally described or anticipated. KCI will not perform the Services requiring an adjustment to the estimates without written approval from Client. Should conditions be encountered in the performance of the Services that KCI has reason to believe are in variance with the conditions initially indicated by the Client or documents provided by the Client and differing materially from those ordinarily encountered and generally recognized as inherent in the Services, hereinafter called Changed Conditions, KCI shall, prior to modifying its Services or disturbing such Changed Conditions, give written notice to Client of such Changed Conditions and an estimate of additional time and cost, if applicable, to provide the Services in relation to the Changed Conditions. Upon receipt of KCI’s notice of Changed Conditions, Client shall determine how the Changed Conditions will affect the project and notify KCI of how to proceed with the Services. Although KCI will attempt to complete all Services in a timely fashion, KCI does not guarantee, expressed or implied, the time when Services are completed. If applicable, KCI will coordinate with the Client in scheduling and performing the Services to avoid conflict, delay in or interference with Client's work or others performing at the project site. 3. CONDUCT OF THE SERVICES If applicable to the Services, all concept, preliminary and final plans prepared by KCI will be submitted to Client for approval prior to or concurrent with submittal to appropriate governmental authorities. If Client does not respond to such plans within five (5) business days of receipt, the plans shall be deemed approved by Client. After Client's approval, any change shall be deemed Additional Services for which KCI shall receive additional compensation. KCI shall not be obligated to incorporate changes requested by Client into its plans if, in the opinion of KCI, such changes would result in a substandard work product. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 19 of 26 If applicable to the Services, any reference to existing subsurface objects is provided for general reference based on existing information supplied to KCI by the Client or others and such locations are not to be considered exact. At least forty-eight (48) hours before penetrating the ground, Client agrees to contact the local "State One-Call System (Dial 811)" and have a utilities representative on site unless otherwise stated in the Services. 4. STANDARD OF CARE KCI will perform the Services in a manner consistent with the degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances at the same time and in the same or similar locale and conform, as applicable, to appropriate federal, state and local laws, regulations and codes relevant to this Agreement. KCI makes no warranty, express or implied, of the Services. Nothing in this Agreement is intended to create, nor shall it be construed to create, a fiduciary duty owed by either party to the other. 5. RIGHT OF ENTRY; PERMITS; LICENSES; SAFETY Client agrees to provide rights of entry and all permits necessary for the completion of KCI's Services under this Agreement at no cost to KCI unless otherwise defined in the Proposal. If applicable to the Services, Client represents, warrants and covenants that it possesses either (1) valid title and ownership interests in, or (2) the right to transfer, assign or encumber, the real property or parcel(s) of land that is the focus of or is related to the Services. If applicable to the Services, if Client possesses neither valid title and ownership interests in, nor the right to transfer, assign or encumber, the real property or parcel(s) of land related to the Services, one of the following conditions must be fulfilled by Client within ten (10) business days after receipt of a fully executed copy of this Agreement: i. Client must secure express written authorization from the rightful owner of the property that (1) grants KCI the right to provide the Services on or about the property or parcel(s) in question; and (2) acknowledges and affirms the entire terms of this Agreement and the range of Services rendered by KCI; or ii. Client must pay an additional fee to KCI in an amount equal to thirty percent (30%) of the gross contract before KCI commences the Services. KCI warrants that its personnel providing the Services are appropriately skilled and licensed in the State in which the Project is located. If applicable to the Services, when KCI Services require KCI personnel or subconsultants to be at a project site, KCI agrees it and its subconsultants will comply with the Client’s or any of Client’s contractors or representative’s reasonable health and safety requirements, which will be provided to KCI at least ten (10) business days prior to arrival on the project site. KCI shall not be responsible for any health and safety precautions or programs of Client or any of Client’s contractors or representatives. If applicable to the Services, neither the professional activities of KCI, nor the presence of KCI or its employees and subconsultants at a project site, shall relieve the Client, or the Client’s General Contractor or, as applicable, any other third party engaged by the Client, of its obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending and coordinating the Services in accordance with the project documents and any health or safety precautions required by any regulatory agencies. KCI and its personnel have no authority to exercise any control over any PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 20 of 26 other third parties, including a construction contractor or its employees in connection with their work or any health or safety programs or procedures. The Client agrees that it, its General Contractor or any other third party engaged by the Client shall be solely responsible for jobsite health and safety and warrants that this intent shall be carried out in the Client’s contract with those other entities. 6. DOCUMENTS Upon final payment, KCI hereby assigns to Client any and all rights, title and interest, including, without limitation, patents, trademarks, copyrights, trade secrets and other proprietary rights, to the Documents and Materials created by KCI specifically for Client hereunder and required to be delivered to Client by virtue of the description or specification as a deliverable in the applicable Services. Documents and Materials are the documents, drawings, and any specifications, computations, electronic data files, sketches, test data, survey results, photographs, and other material required for the provision of the Services. Until final payment and during the provision of Services, KCI will provide the Documents and Materials to Client pursuant to a limited, non-transferable, no fee, worldwide, license to use the Documents and Materials solely for the purpose of the Project. Client may not copy, distribute, display, or create derivative works from the Documents and Materials except as necessary for the Project until ownership passes at the time of final payment. Under no circumstances or at any time (including after any assignment has been effectuated) may Client modify the Documents and Materials without KCI’s express written permission and, when permitted, any such modifications will be clearly marked as being made by the Client. Where the Documents and Materials are marked with KCI’s copyright notices or other indicia or authorship, Client may not remove or modify any such marking without the prior written permission of KCI during the duration of the Project or anytime thereafter (including after any assignment has been effectuated). Notwithstanding anything to the contrary contained herein, KCI retains all right to its knowledge, experience, and know-how (including processes, ideas, concepts, and techniques) acquired in the course of performing the Services. KCI may, but is not obligated to, keep copies of all Documents and Materials for its records. In the event Client, Client’s contractors or subcontractors, or anyone for whom Client is legally liable makes or permits to be made any changes or modifications to the Documents and Materials, including electronic files, without obtaining KCI's prior written consent, Client assumes full responsibility for such changes or modifications, including any consequences thereof. Client agrees to waive any and all claims against KCI and to release KCI from any liability arising directly or indirectly from unauthorized changes or modifications. Client will include in all contracts in any way related to the Services provisions prohibiting another entity, including a contractor or any subcontractors of any tier, from making any changes or modifications to KCI’s Documents and Materials without the prior written approval of KCI, prohibiting the removal of KCI’s copyright notices and other markings, and requiring the other party to indemnify KCI from any and all liability or cost arising from unauthorized changes or modifications. Client assumes full responsibility and liability for all unauthorized changes and modifications to the Documents and Materials by itself or any third party after final payment to KCI. If there is a discrepancy between that which is described or depicted on any Documents or Materials in electronic files and that which is described and depicted on the hard copies of such Documents or Materials, the hard copies shall govern. 7. INDEMNIFICATION AND LIABILITY PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 21 of 26 KCI shall indemnify and hold harmless the Client, its officers, directors, and employees, from and against those liabilities, damages, and costs that Client is legally obligated to pay as a result of the death or bodily injury to any person or the destruction or damage to any property, to the extent caused by the negligent acts, errors or omissions of KCI or anyone for whom KCI is legally responsible, subject to any limitations of liability contained in this Agreement. KCI will reimburse Client for reasonable defense costs for claims arising out of KCI’s professional negligence based on the percentage of KCI’s liability. KCI shall indemnify, defend and hold harmless the Client, its officers, directors, and employees, from and against those claims, liabilities, damages and costs arising out of third-party claims to the extent caused by the negligent acts, errors or omissions of KCI or anyone for whom KCI is legally responsible, subject to any limitations of liability contained in this Agreement. The duty to defend shall not apply to professional liability claims. The foregoing defend, hold harmless and indemnity obligations shall apply solely to any such causes of action, damages, costs, expenses or defense obligations covered by KCI’s insurance. The Client agrees to indemnify and hold harmless KCI, its officers, directors, and employees against all damages, liabilities or costs, including reasonable attorneys’ fees and defense costs, to the extent caused by the Client’s negligent acts, errors or omissions in connection with the Services and this Agreement and the acts of its contractors, subcontractors or consultants or anyone for whom the Client is legally liable. This Client indemnification and hold harmless includes damages, liabilities or costs arising from or relating to: slander of title or disparagement of property claims referenced in Section 5. RIGHT OF ENTRY; PERMITS; LICENSES; SAFETY; changes/modifications to Documents and Materials referenced in Section 6. DOCUMENTS; fees and expenses including, but not limited to cost of personnel time, court costs, litigation expenses and reasonable attorneys’ fees KCI incurs as a result of late-payment referenced in Section 10. PAYMENTS; and, where applicable, any loss or damage to KCI or third parties’ personnel or equipment resulting from any ground penetration except when it is the direct result of KCI's sole negligence or when caused by normal wear and tear. Neither the Client nor KCI shall be obligated to indemnify the other party in any manner whatsoever for the other party’s own negligence. If applicable to the Services, Client warrants that it has and will comply with all lawful obligations regarding hazardous or toxic substances, and it agrees to indemnify and hold KCI harmless from any loss, damage, expenditure or liability arising out of or in any way relating to the presence, discharge, exposure or release of hazardous or toxic substances of any kind except to the extent it is the direct result of KCI’s sole negligence. To the fullest extent permitted by law, the total liability, in the aggregate, of KCI and its officers, directors, and employees to Client and anyone claiming by, through or under Client, for any and all injuries, claims, losses, expenses, or damages whatsoever arising out of or in any way related to the Services or this Agreement, from any cause or causes whatsoever, including but not limited to, negligence, strict liability, breach of contract or breach of warranty shall not exceed $25,000 or the total compensation received by KCI under this Agreement, whichever is the less. Neither party shall have liability for special, incidental, or consequential damages, lost revenues, lost profits, or punitive/exemplary damages, regardless of whether either party is or was aware of the possibility or actuality of such damages and regardless of the form or theory of relief of any claim or action. If Client is subject to liquidated damages, then Client agrees to waive any potential claim against KCI for liquidated damages unless, pursuant to a final determination consistent with Section 12. DISPUTE RESOLUTION, KCI is found to be at least partially at fault, then KCI agrees to pay is proportionate share of liquidated damages. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 22 of 26 If applicable to the Services, Client agrees that KCI shall not be liable for work performed by other parties, for the accuracy of data supplied by other parties upon which KCI may rely, or for testing or inspection work performed by others, nor for any loss or damages claimed to result from penetration of the ground unless the loss or damage is a direct result of KCI's sole negligence. If applicable to the Services, Client hereby agrees that, to the fullest extent permitted by law, KCI’s maximum liability to Client for any and all claims, actions, damages, or losses arising out of or in any way related to mold shall not exceed the amount of any insurance coverage available to satisfy any claim made against KCI within the scope of any such coverage in existence at the time the claim is resolved by way of settlement award or judgment (exclusive of any required deductible). Client further agrees that in no event shall KCI be liable for any claims or damages of any nature, regardless of the insurance, (including costs relating thereto) for bodily or personal injury related to mold claims. 8. INSURANCE KCI maintains at least the following insurance: 1) Commercial General Liability Insurance, including contractual liability, with a limit of one million dollars ($1,000,000) per occurrence and two million dollars ($2,000,000) aggregate; 2) Workers Compensation Insurance in compliance with the statutes of the State that has jurisdiction over its employees providing the Services to the required statutory amount; 3) Automobile Liability Insurance with a combined single limit of two million dollars ($2,000,000); and 4) Professional Liability Insurance in the amount of at least two million dollars ($2,000,000). Certificates of insurance may be provided upon request. 9. CONFIDENTIALITY The term "Confidential Information" shall mean any confidential or proprietary business, technical, financial or other non-public information or materials in a tangible or electronic format of a party ("Disclosing Party") provided to the other party ("Receiving Party") in connection with the Project, whether orally or in physical form, that is not generally known or available to others. However, Confidential Information shall not include information (i) previously known by Receiving Party without an obligation of confidentiality; (ii) acquired by Receiving Party from a third party which was not, to Receiving Party's knowledge, under an obligation of confidentiality; (iii) that is or becomes publicly available through no fault of Receiving Party; or (iv) that Disclosing Party gave written permission to Receiving Party to disclose, but only to the extent of such permitted disclosure. Confidential Information produced or provided by either party relating to the Project shall not be released to other parties or the subject of any public announcement or publicity release without the other party’s written authorization. The submission or distribution of documents to meet official regulatory requirements or for similar purposes in connection with the Project is not a publication as stated herein. Except as required by applicable law, each Receiving Party agrees that (i) it will use Confidential Information of Disclosing Party solely for the purpose of the Agreement; and (ii) it will not disclose the Confidential Information of the Disclosing Party to any third party other than the Receiving Party's employees or agents, on a need-to-know basis, who are bound by obligations of nondisclosure and restricted use at least as strict as those contained herein, provided that Receiving Party remains liable for any breach of the confidentiality provisions of this Agreement by its employees or agents. The Receiving Party will protect the Confidential Information of the Disclosing Party in the same manner that it protects the confidentiality of its own proprietary and confidential information, but in no event using less than a reasonable standard of care. In the event Receiving Party receives a subpoena or other administrative or judicial demand for any Confidential Information of Disclosing Party, Receiving Party will give Disclosing Party prompt written notice of such PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 23 of 26 subpoena or demand and allow Disclosing Party to assert any available defenses to disclosure. Upon request by Disclosing Party and excluding necessary back-ups and record retention policies, Receiving Party will return or destroy all copies of any Confidential Information of the Disclosing Party and will destroy the copies kept consistent with record retention policies. Confidential Information will at all times remain the property of the Disclosing Party. The provisions of this Section will expire three (3) years after the expiration or termination of the Agreement. 10. PAYMENTS Invoices submitted by KCI to Client are due and payable in full for undisputed amounts no later than thirty (30) days after receipt or, if applicable, fifteen (15) days after Client receives payment for the Services invoiced by KCI. If Client has a specific format or required information to be included in the invoice, Client will provide those details to KCI at the time of executing this Agreement. KCI does not agree to any retainage or withholding unless specifically agreed to in writing. If any invoiced amount is disputed, Client will provide a detailed written explanation of the dispute and the parties agree to follow the dispute process in Section 12. DISPUTE RESOLUTION. Both parties agree to continue fulfilling the obligations of this Agreement during resolution of the dispute. If undisputed amounts of an invoice remain unpaid for more than sixty (60) days from the date of the invoice, KCI, at its discretion and as allowable by law, may impose any or all of the following remedies: (1) apply a service charge of one and one half percent (1.5%) per month, eighteen percent (18%) per annum; (2) stop all Services, provided Client is given three (3) business days prior written notice to cure; (3) withdraw all certifications and plans previously submitted; (4) assert a lien on the property; (5) file suit for the collection of said overdue invoices in any Court of competent jurisdiction; and (6) undertake any other remedies accorded it by law or this Agreement. An exercise of one or more of these actions shall not be deemed a waiver of future exercise of other actions. As full and complete compensation for the Services, including all sales, excise, employment, use and other applicable taxes, fees and all other amounts imposed by governing authorities that are applicable to the Services, Client shall pay the KCI invoices. KCI shall be responsible for the payment of all taxes covering the Services, including the payment of all applicable taxes covering its employees. 11. TERMINATION Upon three (3) business days’ written notice to the other party, this Agreement may be terminated for convenience by either party, with or without cause and at the party’s sole discretion. Upon termination for convenience, neither party shall have any further claims against each other provided that Client shall pay KCI for all Services performed through the date of termination. Upon payment for all Services performed through the date of termination for convenience, neither party shall have any further claim for any type of damages and this Agreement will be deemed completed as of the date of the termination for convenience as if the Services included only those Services completed through the date of the termination for convenience. Either party may terminate this Agreement for cause should the other party fail to deliver their obligations and requirements in a timely manner, to correct defective Services, as applicable, to act in good faith, or to carry out their obligations and requirements in accordance with this Agreement, each of which shall constitute a breach of this Agreement. In such event, the terminating party shall give written notice to the intended terminated party explaining the cause for termination thereby initiating the option to cure the default and take substantial steps to PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 24 of 26 correct such default within three (3) business days after receipt of notification. If the intended terminated party fails to take substantial steps in the time allotted, the other party may immediately terminate this Agreement. 12. DISPUTE RESOLUTION The parties agree that all claims, disputes, and other matters (“Claims”) in question between the parties arising out of or relating to this Agreement or breach thereof shall first attempt to be resolved between themselves including escalating up to the appropriate levels of each party. If after thirty (30) business days the Claim remains unresolved, then the parties agree to submit the Claim for confidential, non-binding mediation with both parties agreeing to the mediator no later than forty-five (45) days after written agreement to engage in mediation. The fees and expenses of the mediator shall be equally shared by both parties. Each party is responsible for their own costs, expenses, consultant fees and attorney fees incurred in the presentation or defense of the Claims that is subject to mediation between the parties. The parties agree to fully cooperate and participate in good faith to resolve the Claims. No written or verbal representation made by either party in the course of any discussions attempting to resolve the Claims or other settlement negotiations shall be deemed to be a party admission. Both parties agree that the choice of law shall be the laws of the State of North Carolina, regardless of any other choice of law provisions. If mediation fails to resolve the Claims within six (6) months, the Claims shall be submitted for determination through litigation in a court of competent jurisdiction in the County or City of the State of North Carolina. Prior to the exercise of this right, the party seeking judicial relief shall provide the other party thirty (30) days’ prior written notice before filing such judicial action. 13. CERTIFICATE OF MERIT Either consistent with the applicable Certificate of Merit statute or pursuant to this Agreement, Client shall make no claim (whether directly or in the form of a third-party claim) against KCI unless the Client shall have first provided KCI with written certification executed by an independent engineer licensed in the State where the Services are being performed, specifying each and every act or omission that the certifier contends constitutes a violation of the standard of care consistent with Section 4. STANDARD OF CARE. Such certificate shall be provided thirty (30) days prior to the presentation of any such claim or the institution of any dispute resolution process pursuant to Section 12. DISPUTE RESOLUTION. 14. NON-DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY If applicable to the Services, KCI will comply with the requirements of 41 CFR §§ 60-1.4(a) and 41 CFR 60-741.5(a). This regulation prohibits discrimination against qualified individuals on the basis of disability and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity, national origin, or for inquiring about, discussing, or disclosing information about compensation. Moreover, these regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, or disability. If applicable to the Services, KCI will comply with the requirements of 41 CFR §§ 60-1.4(a), 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity, national origin, or for inquiring about, discussing, or disclosing information about compensation. Moreover, these regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 25 of 26 Contractor/subcontractor agrees to comply with all the provisions set forth in 29 CFR Part 471, Appendix A to Subpart A (Executive Order 13496). 15. ASSIGNMENT, DELEGATION, AND SUBCONTRACT Neither party may assign, delegate, or subcontract any portion of this Agreement without the prior written consent of the other party, which shall not be unreasonably withheld. Any assignment, delegation, or subcontracting shall not operate to relieve that party of performing its obligations and responsibilities per this Agreement. Any assignment, delegation, or subcontract shall provide for and require the same protections as to the other party and levels of performance at least equal to those provided for in this Agreement. 16. THIRD PARTY BENEFICIARY The parties agree that the Services performed by KCI pursuant to this Agreement are solely for the benefit of the Client and are not intended by either party to benefit any other person or entity. To the extent that any other person or entity, including but not limited to the project contractor and/or any of its subcontractors, is benefited by the Services performed by KCI pursuant to this Agreement, such benefit is purely incidental and such other person or entity shall not be deemed a third-party beneficiary to this Agreement. 17. FORCE MAJEURE If and to the extent that either party is prevented, precluded or hindered from performance under this Agreement by force majeure circumstances, including acts of God, the elements, acts of terrorism, disease, viruses, pandemic, epidemic, acts of governmental authorities, strikes, lockouts, casualties, or other similar or dissimilar causes beyond its reasonable control, such performance shall be excused, but only for the time period and to the extent that such performance is prevented, precluded or hindered by such causes. Time of performance of the party’s obligations hereunder shall be extended by a time period reasonably necessary to overcome the effects of such force majeure occurrences. 18. NOTICES All notices shall be sufficient if delivered in person, or sent by certified mail receipt requested or email to the party’s designated recipient at the following: As to Client: Client: Town of Lillington Name & Title: Alicia Adams Address: 102 East Front Street; PO Box 296, Lillington, NC 27546 Telephone Number: (910) 893-0306 Email Address: aladams@lillingtonnc.org As to KCI: Name and Title: Chad Sary – Senior Associate/Business Developer Address: 4505 Falls Neuse Road, Suite 400, Raleigh NC 27609 Telephone Number: 919-418-7889 Email Address: chad.sary@kci.com Unless otherwise identified above, Client agrees that the person executing this contract will be the designated recipient. PROFESSIONAL SERVICES AGREEMENT TOWN OF LILLINGTON COMPREHENSIVE LAND USE PLAN UPDATE Page 26 of 26 Notice will be considered made as of the date of actual delivery if in person, as of the date of receipt if sent via certified mail, or two (2) business days after the date of the email. Changes in the designated recipient and/or contact information from the above will not be effective until such time as written notice is provided to the other party in accordance with this Section 18. 19. MISCELLANEOUS This Agreement and all the terms herein may only be amended, deleted, or otherwise altered by a written document signed by KCI and Client. The failure of either party to enforce or act upon any right afforded it by this Agreement shall not be deemed a waiver of such right for future acts of a similar nature. This Agreement shall be governed by the laws of the State of North Carolina, regardless of any other choice of law provisions. Both parties agree that KCI is an independent contractor. KCI shall have the right, at its expense, to post prominently advertising signage at the location and on vehicles and equipment acknowledging KCI is providing services. The whole and entire agreement of the parties is set forth in this Agreement and the parties are not bound by any agreements, understandings, or conditions otherwise than as expressly set forth herein. If any provision of this Agreement is deemed invalid, illegal or unenforceable in any jurisdiction, (i) such provision will be deemed amended to conform to applicable laws of such jurisdiction so as to be valid and enforceable, or if it cannot be so amended without materially altering the intention of the parties, it will be stricken; (ii) the validity, legality and enforceability of such provision will not in any way be affected or impaired thereby in any other jurisdiction; and (iii) the remainder of this Agreement will remain in full force and effect. ADDITIONAL SERVICES WORK AUTHORIZATION FORM STRONGER BY DESIGN 223 S. WEST ST RALEIGH, NC T 919.380.8750 SUITE 1100 27603 F 919.380.8752 TO: Joseph Jeffries COMPANY: Town of Lillington FROM: Stephen M. Faber DATE: 10.10.2024 REFERENCE: AS #01 – Lillington DT Block Redevelopment STEWART PROJECT NUMBER: L22061 DESCRIPTION OF WORK: Lump Sum Tasks The town of Lillington has requested Stewart to provide additional survey information for the private property locations identified on the attached Exhibit ‘A’ as well as provide design services for these property areas. The scope of work is identified below •Survey work that includes:o Capturing and verifying spot elevations at magenta locationsoCapturing FFEs at doorways on private property.o Additional design survey items that may not have been picked up previously on private property o Additional design survey for area shaded in blue on Exhibit ‘A’ •Landscape Architecture + Civil Services that include:o Private Property: One (1) Set of sketch ideas for the private property and alleyways •One (1) Set of adjustments to the design after receiving feedback from the client. •One (1) Presentation Exhibit prepared to for client to share with property owners. Exhibit will be a rendering of the property improvements with labels •Adding additional private property improvements to the project Construction Documents. This includes:o Drafting linework, detailing design elements anticipated: stairs, planting material, safety lighting locations with fixture cutsheets, grading, catch basin locations if necessary, and hardscape paving, parking lot striping, guardrails, and handrails. •Erosion Control Permitting: o Submit to town or NCDEQ (1st Submission)o Submit to town or NCDEQ (2nd Submission)o Submit to NCDEQ (Final Plans) ADDITIONAL SERVICES WORK AUTHORIZATION FORM STRONGER BY DESIGN 223 S. WEST ST RALEIGH, NC T 919.380.8750 SUITE 1100 27603 F 919.380.8752 o Submit NOI for SWPPP to DEQ •NCDOT Encroachment Agreements (2-Party & 3-Party) and Driveway PermitsoPrepare permit package for DrivewayPermit with drawings and form.o Prepare 2-party Encroachment Agreement o Prepare 3-party Encroachment AgreementoSubmit to town and Duke Energy (1st Submission)o Submit to NCDOT (1st Submission) o Submit to NCDOT (Final Plans) Hourly Tasks We request a separate hourly task for LA and Civil to provide support for more immediate needs that do not have the time for an Add Service to be written. These efforts would take from 2-16 hours to produce upon client approval. Please initial if you approve this effort. __________ ORIGINAL CONTRACT AMOUNT: $ 166,730 ADDITIONAL SERVICE #1 (This contract): $ 29,630 + Hourly Tasks Initialed TOTAL PROJECT CONTRACT: $ 196,360 WRITTEN APPROVAL PROVIDED BY: Print Name & Title Signature Date S. 8TH STW. H A R N E T T S T S. 8TH ST10' ALLYS. 8TH STS. MAIN STW. H A R N E T T S T ALL E Y W. I V E Y S T W. F R O N T S T GENERAL NOTES NORTH N.T.S. Vicinity Map: LILLINGTON DOWNTOWN BLOCK REDEVELOPMENT PROJECT LILLINGTON TOWNSHIP, HARNETT COUNTY, TOWN OF LILLINGTON, NORTH CAROLINA DATE: JUNE 15, 2022 SCALE: 1" = 30'CONTOUR INTERVAL = 1 FEET PREPARED FOR: TOWN OF LILLINGTON TOPOGRAPHIC SURVEY FOR: 5410 OLD POOLE ROADRALEIGH, NC 27610T 919.380.8750 FIRM LICENSE #: C-1051www.stewartinc.comPROJECT #: L22026 Title:Revisions: No.Date Description 01 04-10-2024 LILLINGTON COMMENTS 1 of 1 L22026 06-15-22 NMH JMS Sheet:Project #: Date: Drawn by: Approved by: G:\Projects\2022\L22026 - Lillington DT Block Redevelopment\DWG\L22026_EX.dwg Apr 10, 2024 - 3:42pmNORTH NAD83(2011) 0 15 30 60 SCALE: 1" = 30' W. F R O N T S T AGENDA ITEM SUMMARY Date of Meeting: January 14, 2025 Staff Work By: Landon Chandler, Planning Director Lindsey B. Lucas, Town Clerk TYPE OF PUBLIC HEARING Legislative AGENDA ITEM Public Hearing on the Question of Setting Aside Decision from July 9, 2024 for Annexation of the Noncontiguous Satellite Area PIN #: 0662-90-5908.000. Case Number ANX-24-03 ITEM SUMMARY Consideration of Approval to Setting Aside the Decision from July 9, 2024 on An Ordinance to Extend the Corporate Limits of the Town of Lillington (G&J Development) § 160A-58.2. Public hearing.Upon receipt of a petition for annexation under this Part, the city council shall cause the city clerk toinvestigate the petition, and to certify the results of his investigation. If the clerk certifies that uponinvestigation the petition appears to be valid, the council shall fix a date for a public hearing on theannexation. Notice of the hearing shall be published once at least 10 days before the date of hearing. At the hearing, any person residing in or owning property in the area proposed for annexation and any resident of the annexing city may appear and be heard on the questions of the sufficiency of the petition and the desirability of the annexation. If the council then finds and determines that (i) the area described in the petition meets all of the standards set out in G.S. 160A-58.1(b), (ii) the petition bears the signatures of all of the owners of real property within the area proposed for annexation (except those not required to sign by G.S. 160A-58.1(a)), (iii) the petition is otherwise valid, and (iv) the public health, safety and welfare of the inhabitants of the city and of the area proposed for annexation will be best served by the annexation, the council may adopt an ordinance annexing the area described in the petition. The ordinance may be made effective immediately or on any specified date within six months from the date of passage. RECOMMENDED ACTION APPROVE OR DENY DECISION TO SET ASIDE THE DECISION FROM JULY 9, 2024 FOR ANNEXATION OF THE NONCONTIGUOS SATTELITE AREA PIN#0662-90-5908.000. CASE NUMBER ANX-24-03 AGENDA ITEM #10-10A VICINllY MAP (no scale) NOTES AREA BY COORDINATES THIS SURVEY DID NT HAVE THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ANY MATTERS ONE MAY DISCLOSE. PROPERlY SUBJECT TO BOTH ABOVE AND/OR BELOW GROUND UTILITIES AND/OR EASEMENTS. TIE LINE TO THE TOWN OF LILLINGTON CORPORATE LIMITS N 81"44'03''W 6695.78' THIS PROPERlY IS NOT LOCATED IN A OSBORNER FAMILY FARM, LLC D.B. 2886 PG. 681 <O 0 r-: Ol Ol FLOOD HAZARD AREA PER PIN H0662-80-8477.000F.E.M.A. MAP H3720066200J EFF. DATE: 10/3/2006 ZONE X CURRENT ZONING ZONED RA-20M -HARNETT COUNlY REQUESTED ZONING CLUSTER -TOWN OF LILLINGTON I DO HEREBY CERTIFY THAT LILLINGTON BOARD OF COMMISSIONERS APPROVED THE ANNEXATION ON AND OFFICIALLY ADOPTED THIS ANNEXATION MAP. DATE LINDSEY B. LUCAS, TOWN CLERK DATE LANDON CHANDLER, ZONING ADMINISTRATOR 0 I"") N 0 z in 0 iri a, CXl 361.94' EIP AT T POST CONTROL CORNER N 89"11 '14"W LEGA_ DES:RIFT Therce \Jort-1 SJ Jec;:rees 41 I ht:r•,:y l ·1 �A J::-:crPt"":c-; r::-;-:'tc:ke; Ther·<-.:t' Thc1�c:c seconcs E,Jst I ci:-.;I ? ::,e:, ::-::·:,r·.1_.'-'.,';,:,_ ·Jr1d L 2,D6;::";, 12 F,1st :' ·;.i'T7 fee� -;-; en 1-011 st,1ke SouJ, C,3 cc:_7r1::;e� '::," r111--1u_�::: ;;4 - Eook Fc:,:t se_cc_ ds Ecsl Ec0�l. ? 3----, 11i1-1u--:2:: s.:::: "'"-�" ds Ec::t ir I, BENTON W. DEWAR CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. BENTRON W. DEWAR, NCPLS - 3040 DATE I, BENTON W. DEWAR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION DEED BOOK 1320 PAGE 863 MAP H----PAG.._ __ -THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES DRAWN FROM INFORMATION FOUND IN DEED MAP BOOK ___ PAGE ___ ; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1: 15,000+ • THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATRUE, LICENSE NUMBER AND SEAL THIS 4th_ DAY OF APRIL A.D. 20 24 _ BENTON W. DEWAR, NCPLS - 3040 CXl 0 ROAD CENTERLINE CALL TABLE N ")� ") . 00 0) "' 0 ") " "') ,..... 0 (/) INTERSECTION TIE S 46"35'51''W 43.75' COURSE L-1 s L-2 s L-3 s L-4 s L-5 s L-6 s L-7 s N 89'41'02"E ISS 331.24' ISS N 84"30'14-"E EIS 163.54' 31.907 ACRES TO ROAD CENTERLINE WILLIAM R. MANGUM D.B. 3216 PG. 145 PIN #0671-09-0230.000 Ol 0 co I"") I"") ,s::. Ol _II) <O C\j (/J BEARING DISTANCE 0 N 83'29'19"E 75.36' CXl Cl 83'31 '41 "E 75.85' z 83'51 '14"E 77.08' Cl 84'17'44"E 77.26' (.!) 85'00'54"E 76.31' z 86'20'56"E 59.70' 88'40'02"E 79.99' N f HAR-LAW REALlY CORPORATION OF NORTH CAROLINA, INC. EXISITING POND/SWAMP D.B. 4065 PG. 534 MAP #2021-503 PIN H0672-01-1297.000 CLAY & DENISE GARDNER 0.8. 3739 PG. 349 MAP H2019-313 PIN H0671-09-6930.000 DEVELOPER: G & J DEVELOPMENT LLC 2265 BENSON ROAD, ANGIER, NC 27501 919-669-1106 RECORDED MAP# 2024 -HARNETT COUN1Y R.O.D. LEGEND CMS -CONCRETE MONUMENT SET ECM -EXISTING CONCRETE MONUMENT EIP -EXISTING IRON PIPE ECS -EXISTING COTTON SPINDLE CSS -COTTON SPINDLE SET EIS -EXISTING IRON STAKE ERB -EXISTING REBAR ECS -EXISTING COTTON SPIKE EPK -EXISTING PK NAIL EN -EXISTING NAIL ERS -EXISTING RAILROAD SPIKE IPS -IRON PIPE SET ISS -IRON STAKE SET RSS -RAILROAD SPIKE SET NS -NAIL SET PKS -PK OR MAG. NAIL SET D -DRAINAGE G -GAS LINE S -SANITARY SEWER W -WATER E -ELECTRIC T -TELEPHONE FH -FIRE HYDRANT WM -WATER METER WV -WATER VALVE CO -SEWER CLEANOUT R/W -RIGHT OF WAY TP -TELEPHONE PEDESTAL CL -CENTERLINE UP -UTILllY POLE B.M. -BOOK OF MAPS EL -ELEVATION P.B. -PLAT BOOK MH -MANHOLE M.B. -MAP BOOK BC -BACK OF CURB D.B. -DEED BOOK HVAC -HEAT/AC UNIT SB -SET BACK CP -COMPUTED POINT EP -EDGE PAVEMENT BFE -BASE FLOOD ELEVATION NCGS -NORTH CAROLINA GEODETIC SURVEY FEMA -FEDERAL EMERGENCY MANAGEMENT AGENCY I, BENTON W. OEWAR, CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY OF DESCRIPTION(S) AS RECORDED IN DEED 1320 PAGE 863 THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS SHCH AND WERE PLATTED FROM INFORMATION AS REFERENCED HERON: THAT THE RATIO OF PRECISION AS CALCULATED WAS 1: 15,000+AND THAT THE GLOBAL NAVAGATION SATELLITE SYSTEM (GNSS) WAS USED TO PERFORM A PORTION OF THIS SURVEY AND THE FOLLOWING INFORMATION WAS USED: CLASS OF SURVEY : A POSITIONAL ACCURACY-: ----'-0 -'-.-02�,---- lYPE OF GPS FIELD PROCEDURE : ---'-'RT"'"'K..._ ___ _ DATES OF SURVEY : DECEMBER 2023 DATUM/EPOCH : NAD 83 20128 PUBLISHED/FIXED-FIXED CONTROL USE : VRS GEOID MODEL : ___ .:2.:.0..:..:18"---------COMBINED GRID FACTOR : 0.9998791 UNITS : US SURVEY FOOT BENT FLATBAR NAIL AT BASE ANNEXATION PLAT TOWN OF LILLINGTON CURRENT OWNER HAROLD T. BUTTS, Jr. 2191 KEITH HILLS ROAD, LILLINGTON, NC 27546 SITE ADDRESS: 3699 HARNETT CENTRAL ROAD, ANGIER, NC 27501 DEED BOOK 1320 PAGE 863 NEILL'S CREEK TOWNSHIP HARNETT COUN1Y -NORTH CAROLINA PIN #0662-90-5908.000 PID #110662 0014 APRIL 4, 2024 SCALE: 1 " 140' 140 0 140 280 420 11111111111 I I -------1 GRAPHIC SCALE -FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919)-552-9813 GAN DJ DEV /24/650 AGENDA ITEM SUMMARY Date of Meeting: January 14, 2025 Staff Work By: Joseph Jeffries, Town Manager Lindsey B. Lucas, Town Clerk AGENDA ITEM Public Hearing on Establishing a No Parking Ordinance on Multiple Town Streets ITEM SUMMARY Emergency Personnel have requested No parking on the following streets due to fire trucks not being able to pass through and it being a safety hazard. Hanging Elm Lane Rogue River Way River Bank Road Woodwater Circle Parkside Drive March Creek Drive Tributary Way Moore Creek Drive Day Farm Drive Ventasso Drive Gianna Drive Watermoss Drive Better Day Way Lestanna Way Day Song Court Cutty Way Arlie Way Chestnut Oak Lane Norman Avenue Paula Lane Orchard Street Balsam Lane Frasier Fir Way Gregory Village Drive Falls of The Cape Drive Capeside Court RECOMMENDED ACTION Approve the No Parking Ordinance on these streets. AGENDA ITEM #11-11A TOWN OF LILLINGTON 102 East Front Street ● P.O. Box 296 ● Lillington, North Carolina 27546 Phone: (910) 893-2654 ● Fax (910) 893-3693 ● www.lillingtonnc.com AN ORDINANCE TO AMEND THE LILLINGTON CODE OF ORDINANCES ORDINANCE FY2025-12 WHEREAS, pursuant to G.S. Section 160A-301, a municipality may by ordinance regulate, restrict, and prohibit the parking of vehicles on the public streets and alleys within the municipality; WHEREAS, the Board of Commissioners of the Town of Lillington may enact ordinances to protect the health, safety, and welfare of its citizens under the North Carolina General Statutes § 160A-174; NOW THEREFORE BE IT ORDAINED by the Town of Lillington Board of Commissioners as follows; Section 1. That Article VII: Traffic Code Chapter 74 Parking Schedules, Schedule I Parking Prohibited of the Lillington Code of Ordinances be amended by adding the following No Parking Zone: Hanging Elm Lane Rogue River Way River Bank Road Woodwater Circle Parkside Drive March Creek Drive Tributary Way Moore Creek Drive Day Farm Drive Ventasso Drive Gianna Drive Watermoss Drive Better Day Way Lestanna Way Day Song Court Cutty Way Arlie Way Chestnut Oak Lane Norman Avenue Town of Lillington | 2 102 East Front Street ● P.O. Box 296 ● Lillington, North Carolina 27546 Phone: (910) 893-2654 ● Fax (910) 893-3693 ● www.lillingtonnc.org Paula Lane Orchard Street Balsam Lane Frasier Fir Way Gregory Village Drive Falls of The Cape Drive Capeside Court NOW THEREFORE BE IT FURTHER ORDAINED that the Lillington Public Works Department is hereby instructed to erect the proper signage to make this a No Parking Zone. Adopted this 14th day of January, 2025 ________________________________ Glenn McFadden, Mayor Attest: __________________________ Lindsey B. Lucas, Town Clerk