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Home My WebLink About20070434 Ver 1_PCN and Supporting Docs_20170327Metropolitan Sewerage District OF BUNCOMBE COUNTY, NORTH CAROLINA \n Q� ial�° pPQ CaMTY f�a March 27, 2017 U.S. Army Corps of Engineers William Elliott Asheville Regulatory Field Office 151 Patton Avenue Room 208 Asheville, NC 28801-5006 Mr. Elliot, The Metropolitan Sewerage District of Buncombe County, NC (MSD) is submitting the enclosed Pre - Construction Notification (PCN) Form for for after -the -fact approval of the Sand Hill Rd @ Russell Ave/Davenport Rd Sewer Replacement project in Asheville, NC. Attached to the PCN Form are the following: • List of deed of references to supplement Section B.1 of the PCN form • Copy of 11"x17' plans for the project • HPOWEB GIS Service print out of subject project area • NC Floodplain Mapping Program map of subject project area A copy of the PCN form was sent to Byron Hamstead (NC Fish & Wildlife) and Andrea Leslie (NC Wildlife Resources Commission) on March 27, 2017. Comments have not been received. Please feel free to contact me by phone at (828) 225-8269 should you have questions regarding the proposed project. Sincerely, Shaun Armistead, PE MSD Project Engineer Protecting Our Natural Resources - 2028 Riverside Drive, Asheville, North Carolina 28804 Telephone: (828)254-9646 FAX (828)232-5537 Website:www.msdbc.org ��oF wA rE�p� Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? Yes X No 1 d. Type(s) of approval sought from the DWQ (check all that apply): X 401 Water Quality Certification— Regular Non -404 Jurisdictional General Permit 401 Water Quality Certification— Express Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: X Yes No For the record only for Corps Permit: X Yes No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. Yes X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. Yes X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes X No 2. Project Information 2a. Name of project: Sand Hill Rd @ Russell St/Davenport Rd Sewer Rehab, MSD Project No. 2011093 2b. County: Buncombe 2c. Nearest municipality / town: Asheville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Metropolitan Sewerage District - easement holder. For property owners, see attached 3b. Deed Book and Page No. see attached 3c. Responsible Party (for LLC if applicable): Metropolitan Sewerage District of Buncombe County, NC 3d. Street address: 2028 Riverside Drive 3e. City, state, zip: Asheville, NC 28804 3f. Telephone no.: 828-225-8269 (direct line for Shaun Armistead - primary contact) 3g. Fax no.: 828-232-5537 3h. Email address: armistead@msdbc.org Page 1 of 10 PCN Form —Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: Agent X Other, specify: 5%nitary Sewer District 4b. Name: Thomas E. Hartye, General Manager 4c. Business name (if applicable): Metropolitan Sewerage District of Buncombe County, NC 4d. Street address: 2028 Riverside Drive 4e. City, state, zip: Asheville, NC 28804 4f. Telephone no.: 828-225-8399 4g. Fax no.: 4h. Email address: hartye@msdbc.org S. Agent/ConsultantInformation (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2of10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): ee attached 1 b. Site coordinates (in decimal degrees): ILatitude: Longitude: 1c. Property size: acres 2. Surface Waters 2a, Name of nearest body of water to proposed project: Unnamed tributary of Hominy Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: French Broad River 3. Project Description 3a. Describe the existing conditions on the site and the general land use In the vicinity of the project at the time of this application: This site is dense residential, sloping toward the unnamed tributary of Hominy Creek, and then generally Southwest, following the flow lines of the creek. The unnamed tributary runs along the rear of all properties along the project between Sand Hill Rd and Vermont Ave. The area along the creek Is a mix of newly developed residential properties with manicured lawns going to the top of bank and areas of moderate undergrowth and trees. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2000 LF perennial 3d. Explain the purpose of the proposed project: This project is to replace existing sanitary sewer lines, which are In poor condition. The existing lines will be replaced with new ductile iron pipe with gasketed joints, which will reduce the potential of exfiltratlon of sewer flow, as well as Inflitration of groundwater. 3e. Describe the overall project in detail, including the type of equipment to be used: The overall project consists of 2.341 LFofsanitary seworline running along an unnamed tributary of Hominy Creek, and making seven (three mainline, four side line) crossing. All crossings are sub-aquoous, encased in concrete. MSD will acquire a 20 ft wide pennenont easemont along tho now lino. All stream Impacts for this project will be temporary. This project will Involve digging a 5.15 it deep trench, approximately 4 fast wide using a trench excavator. Upon completion of the sewer installation, the excavator and other small equipment will be used to grade the disturbed area back to Its original contours. Creek crossings will be bypass pumped during construction, to Install the sawar line In drier conditions and Minimize creek Im acts. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Yes X No Unknown Corps or State been requested or obtained for this property ! project (includingall riot phases)in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type Preliminary Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for Yes X No Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? Yes X No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): Wetlands X Streams — tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Tem ora 2b, Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 W2 W3 W4 W5 W6 2g. Total Wotland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b, Type of impact 30. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g• Impact length (linear feet) S1 P Sewer crossing Unnamed PER Corps 10 8 S2 P Sewer crossing Unnamed PER Corps 7 S3 P Sewer crossing Unnamed PER Corps S4 P Sewer crossing Unnamed PER Corps S5 P Sewer crossing Unnamed PER Corps 5 S6 P Sewer crossing Unnamed PER Corps 5 S7 P Isewer crossing Unnamed PER Corps 5 3h. Total stream and tributary impacts 56 31. Comments: All crossings are at least two feet below the stream channel and encased in concrete. Five of the crossings replace existing crossing, while two are new crossing required due to relocation of the sewer line to accommodate existing or proposed houses. The project eliminates many aerial crossing of both the main sewer line and private service lines. Page 4 of 10 PCN Form —Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable Type of impact Waterbody Area of impact (acres) Permanent (P) or type Temporary 01 02 03 04 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. 5b. 5c. 5d, 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 P2 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar -Pamlico Catawba Randleman Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number— mitigation impact impact Permanent (P) or required? (square (square Temporary feet) feet B1 B2 B3 B4 B5 B6 6h. Total Buffer Impacts: 61. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This project has been designed to utilize existing easements and creek crossing where possible, eliminate aerial crossings, and reduce exfiitration and infiltration between the sewer line and the creek, To minimize erosion during construction, slit fence is used during construction, and the disturbed area is re -seeded and covered with straw after backfilling and grading. Stream bank stabilization is installed at all creek crossings, once the sewer line Installation Is complete. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The construction limits have been defined to utilize existing disturbed areas, where possible. Project specifications require the contractor to clear the permanent easement area and only those areas of the temporary construction easement as necessary to install the new sewer line and complete any construction activities. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for Yes X No impacts to Waters of the U.S. or Waters of the State? DWQ Corps 2b. If yes, mitigation is required by (check all that apply): Mitigation bank 2c. If yes, which mitigation option will be used for this Payment to in -lieu fee program project? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Type: Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Quantity: Type: Quantity: 3c. Comments: 4. Complete If Making a Payment to In -lieu Fee Program 4a, Approval letter from in -lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a, If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires Yes No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e -g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 61h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified Yes X No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then Is a diffuse flow plan included? If no, explain why. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management Plan? Yes X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No additional stormwater will be generated by this project 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is thisproject? Buncombe County Phase II 3b. Which of the following locally -implemented stormwater management programs NSW USMP apply (check all that apply): Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been Yes No attached? 4. DWQ Stormwater Program Review Coastal counties HQW 4a. Which of the following state -implemented stormwater management programs apply ORW (check all that apply): Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been Yes X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? X Yes No 5b. Have all of the 401 Unit submittal requirements been met? X Yes No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the Yes X No use of public (federal/state) land? 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State Yes No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Yes No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, Yes No or Riparian Buffer Rules (15A NCAC 2B ,0200)? 2b. Is this an after -the -fact permit application? X Yes No 2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s): Property owner complaint of cloudy water brought DWQ representative out to site, it was discovered that no COE permit had been issued for the project. 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future Impacts) result in Yes X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. This project is for the installation of a new sewer main which will provide better flows, reduce infiltrationlexfiltration between the natural stream flows and the sewer flows, and will reduce sanitary sewer overflows (SSOs). It is anticipated that replacing the existing line with a new ductile iron line will reduce sewer flows from this area, and overall flow into MSD's treatment plant. Page 9 of 10 PCN Form —Version 1.4 January 2009 S. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or Yes No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act X Yes No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. sheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? US Fish and Wildlife Services, Copy of PCN was sent concurrently to all appropriate agencies 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NC Wildlife Resources Commision, Copy of PCN was sent concurrently to all appropriate agencies 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation Yes X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC Department of Cultural Resources, State Historic Preservation Office GIS Mapping 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? Yes X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA Map No. 3700962800J, Dated 1/612010 Thomas F. Hartye, General Manager; J Metropolitan Sewerage District of Buncombe County, NC -' r Applicant/Agent's Printed Name Applicant/Agent's Signature (Agent's Date signature is valid only if ari au4iization letter from the applicarA is r&lded.) Page 10 of 10 w.f. d 7 an,V ar4ol ualee � ani xe}�le� 2 r =X 0 C w i [1J m 0a I)elaware P: Q i tll� any a4sejgaN i �g5 � 3X55 l 00 * isa� yG L rJ'p I:PehaM lb do E .° « tN m >An. #: QSy Pa�PItY4 55 sn � � • �i# i� w.f. 4 .0 a O5 i tin Oa ^ o � ani xe}�le� 2 r =X 0 C w i [1J m 0a I)elaware P: Q antl liaMunp� to j p.vy J � tll� i cnl� T v yG W Dny YlnIJi)Hr (� T+ d w ;CL E .° « tN m >An. #: QSy Pa�PItY4 a,rb, sn � � • �i# i� !r � .w • u, # *# • Ld_ i # • r IS "omI¢G ,u 6 41 � 40 � « } Z z .= Greeley 55 a ' Irak i iii z >_ vt W O p -(rot or � U 4--0 b ab afenU¢7is w � rr C: U � E eofJ CL 0 --% * QAV OleAuuAl U 7 to i r�iPto�S v !x� 10 b CL 76 Ll C 1S 3-11-1 W U a 0 � Cs Id s„JDA Q E 4 (n O5 A T Covington Sl +acu I)elaware P: Q *. i U yG W 0 w DAV j1IOLUJOB i C m m N w cu i # cu U ,u 6 41 T � « } Z z .= Greeley 55 a ' Irak i iii z >_ W O !d P�h,Y-rr� -(rot or � U w � rr U � U 2 ZU) + iii# • R Q c� `fid u m E t i ri m 6 eg drb rn In i! i ii i * i#i (9 O- 3 i iA • i�iiii� � iii• D Q � E 0 C} 4Mx�k Pye p U y J Q N OLd" � w G�eeP �0 M y W U) a WQ o CL 0 Ta l m ac&6v 3 z in A T Covington Sl I)elaware P: Q *. i m ul a311¢lb -D 0 DAV j1IOLUJOB i e fl OF f i 04 1p i # i 0• j$ ]ajjjR3 ,u 6 41 � « } 041,6 41 00 i oil + a Irak i iii •i 4 !d P�h,Y-rr� -(rot or U 2 E 4a�y�u1-0 + iii# • R # `fid ce i # #i tl[lddtiarn nn 1 AvCt i¢ • 6 eg drb i! i ii i * i#i Rumho1144n P� c 3 i i� � i iA • i�iiii� � iii• a to � � 4Mx�k Pye � w G�eeP �0 t Deed References for Sand Hill Rd @ Russell Ave/Davenport Rd creek crossings Crossing STA Lat, Long PIN Property Owner Deed Reference Plat Book Physical Address line'B' STA 0+20 35.5728386°, -082.6009783° 9628-92-4850 Jimmy D. & Geraldine Banks 1174/653-655 PB 7 Page 100, Lots 33-35 260 Sand Hill Rd line'D' STA 0+35 35.5733804°, -082.6007870° 9628-92-4929 Jimmy D. & Geraldine Banks 1174/653,655,659 PB 7 Page 100, Lots 28-30 —250 Sand Hill Rd line'A' STA 7+50 35.5735337°, -082.6005313° 9628-93-5130 Thomas L. & Christine Osteen 5273/839 PB 7 Page 100 244 Sand Hill Rd line'E' STA 0+15 35.5746158°, -082.5996405° 9628-93-8409 Darrell & Ellen Hess 5483/1061 PB 144 Page 132 212 Sand Hill Rd line'A' STA 15+17 135.5752642o, -082.5991914° 9638-03-0309 lWestwood Cohousing Homeowners' Association 1999/304 PB 70 Page 176 156 Sand Hill Rd line'G' STA 0+25 135.5757284o, -082.5992053° 9638-03-0808 1 Nicholas Sorlien and Sally Vacca 3969/686 PB 5 Page 58 152 Sand Hill Rd line'A' STA 18+45 135.5760177o, -082.5990903° 9638-03-0924 IDoug Chancey & Elizabeth Hahn 5485/113 PB 5 Page 58 148 Sand Hill Rd IID Sand Hill Rd flood map Mar 23, 2017 Ate; ED e Or El D414w 00 Legend North Carolina Floodplain Mapping Program Panels Flood Hazard Areas 0 Politic al Areas A.E Stream Centerline Floodway(AE) Cross Sections 0.2 % Chance Annual Flood Hazard fit— Levee Future Conditions 1%Annual Chance Flood Hazard p�v INDEX OF DRAWINGS SHEET NO. DESCRIPTION C-1 INDEX OF DRAWINGS AND LOCATION MAP PL -1 SANITARY SEWER OVERALL PLAN PL -2 SANITARY SEWER PLAN & PROFILE PL -3 SANITARY SEWER PLAN & PROFILE PL -4 SANITARY SEWER PROFILE D-1 SANITARY SEWER DETAILS D-2 SANITARY SEWER DETAILS GENERAL NOTES TO PROJECT PLANS AND SPECIFICATIONS - SANITARY SEWER REHABILITATION (PROJECT NO. 2011093) MSD OF BUNCOMBE COUNTY 1. THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO BE AFFECTED BY WORK UNDER THIS CONTRACT SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW THE PROJECT ENGINEER TO REDESIGN, AS NECESSARY, CONFLICTS WITH SUCH UTILITIES THAT MAY BE FOUND TO BE DIFFERENT THAN SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE NC ONECALL STATUTES AND SHALL HAVE ALL EXISTING UNDERGROUND UTILITIES WITHIN 500 FEET OF ANY EXCAVATION SITE AND/OR PIPE TRENCH, LOCATED AND MARKED PRIOR TO BEGINNING SUCH EXCAVATION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS OR MARKED BY NC ONECALL FROM DAMAGE BY CONSTRUCTION OR CONSTRUCTION RELATED ISSUES. IN ADDITION, IF ANY UNDERGROUND OR ABOVEGROUND UTILITY OR OTHER IMPROVEMENT BE FOUND THAT IS NOT SHOWN ON THESE PLANS OR IS FOUND TO BE DIFFERENT THAN AS SHOWN ON THESE PLANS OR IS FOUND TO BE DIFFERENT THAN AS LOCATED BY NC ONECALL, HE SHALL IMMEDIATELY STOP HIS CONSTRUCTION AND NOTIFY THE MSD PROJECT ENGINEER AND SHALL MODIFY HIS CONSTRUCTION, AS MAY BE NECESSARY, (AND AS APPROVED BY MSD) TO INSURE THAT SUCH UTILITIES AND/OR IMPROVEMENTS ARE ADEQUATELY PROTECTED FROM DAMAGE BY CONSTRUCTION OR CONSTRUCTION RELATED ISSUES. ALL CONSTRUCTION MODIFICATIONS SHALL BE APPROVED BY THE MSD PROJECT ENGINEER PRIOR TO THE CONTRACTOR RESTARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY AND ALL UTILITIES AND/OR IMPROVEMENTS AS MAY BE DAMAGED BY CONSTRUCTION OR CONSTRUCTION RELATED ISSUES (WHETHER SHOWN OR NOT SHOWN UPON THE PROJECT PLANS) AND SHALL INSTALL, OPERATE, AND MAINTAIN SUFFICIENT PROTECTION MEASURES, DEVICES AND EQUIPMENT TO PROTECT ALL UTILITIES, PROPERTIES AND THE GENERAL PUBLIC, WITHIN THE LIMITS OF THIS PROJECT OR AREAS IMMEDIATELY ADJACENT THERETO, FROM HARM OR DAMAGE BY CONSTRUCTION OR CONSTRUCTION RELATED ISSUES. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF "AS -BUILT" INFORMATION RELATING TO THE LOCATION OF SERVICE WYES, TEES, CLEAN OUTS, SEWER MAINS, MANHOLES, AND ALL INVERT ELEVATIONS, RIM ELEVATIONS AND OTHER INFORMATION AS MAY BE PERTINENT TO THE LOCATION OF THE SEWER FACILITY AND SHALL SUBMIT TO THE PROJECT ENGINEER, A COMPLETE FILE AND RECORD OF SUCH INFORMATION PRIOR TO "FINAL COMPLETION" OF CONSTRUCTION. ANY UTILITY OR OTHER IMPROVEMENT THAT IS FOUND NOT TO BE AS SHOWN IN THE PROJECT PLANS SHALL BE CORRECTLY SHOWN ON THE "AS BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. 5. ALL WORK ON THIS PROJECT SHALL COMPLY WITH THE CURRENT STANDARD DETAILS AND SPECIFICATIONS OF THE METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY (MSD). IN ADDITION, ALL WORK SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL RULES, LAWS, STATUTES AND OTHER REQUIREMENTS, AS MAY BE APPLICABLE TO THIS PROJECT AND WORK DONE HEREUNDER. WHERE APPLICABLE STATE, LOCAL OR FEDERAL LAWS REQUIRE THAT A PERMIT BE ISSUED AND OBTAINED FOR WORK DONE UNDER THIS PROJECT, THE CONTRACTOR AND ALL WORK PERFORMED BY THE CONTRACTOR SHALL BE DONE IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS SETFORTH IN THE PERMIT APPLICATION AND WITH ANY AND ALL REQUIREMENTS THAT MAY BE ATTACHED BY MSD AS SPECIAL PROVISIONS AND OTHER REQUIREMENTS TO THE PERMIT APPLICATION OR THAT MAY BE ATTACHED BY STATE, LOCAL AND/OR FEDERAL AGENCIES TO THE PERMIT AS CONDITIONS OF ISSUANCE OR APPROVAL, SUCH PERMITS AND/OR AGREEMENTS SHALL INCLUDE (BUT NOT BE LIMITED TO): NCDOT RIGHT OF WAY ENCROACHMENT AGREEMENT, NCDENR EROSION CONTROL PERMIT, NCDWQ WATER QUALITY NON -DISCHARGE PERMIT AND CITY OF ASHEVILLE PAVEMENT CUT PERMIT. 6. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL HEALTH AND SAFETY LAWS, RULES , REGULATIONS AND REQUIREMENTS (INCLUDING STATE AND FEDERAL OSHA REGULATIONS) AS MAY BE APPLICABLE TO WORK PERFORMED UNDER THIS CONTRACT. 7. ALL PROPERTY LINES SHOWN ON THESE PLANS SHALL BE CONSIDERED AS APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL REFER TO MSD'S RIGHT OF WAY EASEMENT MAPS FOR THE ACCURATE LOCATION OF ALL PROPERTY LINE, EASEMENT LIMITS, LEGAL DESCRIPTIONS AND OTHER ISSUES RELATED TO THE LOCATION OF MSD'S SEWER LINE EASEMENTS UPON OR ACROSS PRIVATE OR PUBLICLY OWNED PROPERTIES WITHIN THE BOUNDARIES OF THIS PROJECT. 8. ALL EXISTING PROPERTY CORNERS, IRONS OR MONUMENTS THAT ARE REMOVED OR DISTURBED BY CONSTRUCTION ON THIS PROJECT SHALL BE REPLACED BY A COMPETENT REGISTERED PROFESSIONAL LAND SURVEYOR IN ACCORDANCE TO STANDARDS AND REQUIREMENTS OF THE NC BOARD OF REGISTRATION OF ENGINEERS AND LAND SURVEYORS FOR CLASS "B" PROPERTY SURVEYS. IF SAID PROPERTY CORNER, IRON OR MONUMENT IS SHOWN UPON THE PROJECT PLANS AND IS WITHIN THE LIMITS OF THE PERMANENT RIGHT OF WAY OF THE SEWER LINE, AS SHOWN UPON THESE PLANS OR IS WITHIN AN AREA THAT WOULD (IN THE OPINION OF MSD'S PROJECT ENGINEER) LIKELY BE DISTURBED BY NORMAL SEWER LINE CONSTRUCTION; MSD WILL PAY FOR THE REPLACEMENT OF SAID CORNERS, IRONS AND MONUMENTS AT THE CONTRACT UNIT PRICE PER PROPERTY CORNER REPLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL OTHER PROPERTY CORNER REPLACEMENTS. /N SEWER COUNTY5 NC ONE CALL (TOLL FREE) DIAL 811 BEFORE YOU DIG! (ort -800-6324949) ITS THE LAW EXISTING SCO ---- s s pppbpbObbbbbbbbbOObbb —GAS--- — —GAS — — — — UGU— — — — UGU- SEPARATION STATEMENT: LEGEND ITEMS SEWER CLEAN OUT SEWER MANHOLE SEWER MANHOLE TO REMAIN SEWER LINE PERMANENT EASEMENT TEMPORARY EASEMENT SILT FENCE LINE SURFACE REPAIR WATER LINE ROCK WALL LINE STREAM/CREEK GAS LINE OVER HEAD UTILITY LINE UNDERGROUND UTILITY STORM DRAINAGE PIPE PROPERTY LINE ROW LINE FENCE LINE DITCH LINE TOEITOP OF SLOPE TREE LINE SHRUB LINE CONCRETE GRAVEL AREA (RIP -RAP) ASPHALT ROADWAY BUILDINGS MAJOR CONTOUR MINOR CONTOUR PROPOSED ----0 CO 0 0 ABANDON SEWER MH EXISTING IRON PIPE (EIP) TRAVERSE STATION WATER METER (WM) FIRE HYDRANT (FH) WATER VALVE (WV) MAILBOX (MB) UTILITY POLE (UP) FIBER OPTIC BOX & RISER GUY WIRE CURB INLET (CI) FINISHED FLOOR ELEVATION (FFE) TREE SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE (CLEAR) OF 18 INCHES. THE CROSSING SHALL BE ARRANGED SUCH THAT THE SEWER JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN. WHEN THIS VERTICAL DISTANCE IS NOT POSSIBLE TO OBTAIN THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 0 a - z w J w u� v� p o Q 0ciz �V =w ❑--) z0 w co a - 14D I Fr,pnin_ O CALCULATED POINT 0 EXISTING IRON REBAR (EIR) 0 MAG NAIL FOUND (MNF) Q EXISTING IRON PIPE (EIP) ):� MAGNETIC READING . W.C.L.S. TRAVERSE STATION SANITARY SEWER MANHOLE SANITARY SEWER CLEAN-OUT WATER METER (WM) FIRE HYDRANT >< WATER VALVE a MAILBOX (MB) ca_� UTILITY POLE LIGHT POLE ® TRANSFORMER ® CABLE TELEVISION RISER (CAN) GUY WIRE a SIGN ai CURB INLET (CI) DROP INLET (DI) SPOT ELEVATION FINISHED FLOOR ELEVATION (FFE) DECIDUOUS TREE (SIZE AND TYPE AS NOTED) CONIFEROUS TREE (SIZE AND TYPE AS NOTED) GAS VALVE (GV) ® GAS METER (GM) - - - CALCULATED BOUNDARY LINE '-' - RIGHT-OF-WAY LINE — - -- - - -S SANITARY SEWER LINE -^------------ EXISTING SEWER EASEMENT LINE w WATER LINE (APPROXIMATE LOCATION) STORM PIPE (SIZE & TYPE AS NOTED) C/L CREEK CHANNEL -- - - - — EDGE OF CREEK -}— y—CIL STORM DITCH oHu OVERHEAD UTILITY UNE FENCELINE (TYPE AS NOTED) INDEX CONTOUR LINE INTERIM CONTOUR LINE — GA5 UNDERGROUND GAS LINE (APPROXIMATE SO 140 240 GRAPHIC SCALE 1 INCH = 100 FEET Z Z 0 \\ GENERAL NOTES: THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL UTILITIES TO BE CONNECTED SUFFICIENTLY AHEAD OF SCHEDULE TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE DIFFERENT THAN SHOWN ON THESE PLANS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. NOTES: 1) LENGTHS SHOWN ARE NOT ACTUAL PIPE LENGTHS BUT ARE DISTANCES STATION TO STATION 2) CONTRACTOR SHALL LOCATE ALL SERVICES CURRENTLY SERVED BY THE EXISTING SEWER AND RECONNECT TO THE NEW SEWER INSTALLING A NEW CLEAN OUT ASSEMBLY AS REQUIRED (SEE DETAIL) 3) THE CONTRACTOR SHALL COORDINATE WITH EACH HOMEOWNER THE RESTORATION OF ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION CARE SHALL BE TAKEN TO RESTORE DISTURBED AREAS IN AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION 4) DESIGN BASED ON SURVEY INFORMATION BY WES COLE LAND SURVEYING, PA (828) 251-7020. 5) THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS REQUIRED TO KEEP THE UTILITY IN SERVICE AT ALL TIMES DURING CONSTRUCTION 6) THE CONTRACTOR SHALL OBTAIN STREET CUT PERMIT FROM AGENCY OF JURISDICTION. SEQUENCE OF CONSTRUCTION 1) PROVIDE TEMPORARY SEEDING IF CLEARING IS MORE THAN 15 DAYS AHEAD OF PIPELINE CONSTRUCTION. 2) INSTALL STONE BASE AND BINDER IMMEDIATELY BEHIND PIPELINE CONSTRUCTION. CJ 4_4 >1 cu W C) CCl Q a.� 0 •rl r� 4- 0 0 4--J Qu l V Q b Z ❑ W L J Q 0 Ln �J � Z W u 7 V) rd V) M Q� 1 J CL Ld Q 0 Q (n Z V) D Z P7- 0- O W W U �_ = w w 0 d w U) U) O r�l x = _ ~ ~ U O Q 0 LU w Co Q U U _f Q 00 Z Z z u - C7 N O i Z R w Z1: 0 d �,``�• Z V) D Z P7- 0- O W W U �_ = w w 0 d w U) U) O r�l x = _ ~ ~ U O Q 0 LU w Co Q U U _f Q 00 Z Z z u - C7 N O i Z -- GENERAL NOTES: MH# 5.1 ��j THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL UTILITIES TO BE CONNECTED SUFFICIENTLY LDINEP.BSTA. 0+70.78 END LINE "D" TOP DIP: 2,045.4' JIMMYD &GERAANC 1 REMOVE AND REPLACE l AHEAD OF SCHEDULE TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE ABANDON & PLUG 081174 PG 653 DIFFERENT THAN SHOWN ON THESE PLANS- TOP DIP: 2,046.1' SMH-MSD #21443 D6,174PG656 4' DIA. MH N. 682,830.38' NAD 83/11 DB 1174 PG 659 -� C, RECONNECT SEWER LINE Z PB 7 PG 100, LOTS 2&30 [ i TOP DIP: 2,045.6' E: 929,432.98' NAD 83/11 PIN 962A-92-4929 � SMH-MSD #28251 a sn THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE TOP DIP2,0 : 46.1' RIM: 2,048,52' NAVD 88 N: 683,052.90' NAD 83111 $253 ' N: SMH-MSH-MS D $ #2#2 NAD 83111 PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR INV. IN: 2.045.79'(A)' ,045.79' (A) MH # 4 E: 929,477.12' NAD 83111 SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED MH #3.1 TOP DIP: 2,047.0INV. IN: 2,044.96' (B) STA. 5+23.48 = LINE "A" RIM: 2,053.62' NAVD 88 E=: 929,409.22' NAD 83/11 Z d 4" DIP A INV. IN: 2,044.83'(C) STA. 0+'00.00 = LINE "C" INV. IN: 2,047.82' (A) RIM: 2,063.74' NAVD 88 y x DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED C STA. p+26.28 END LINE B TOP DIP: INV. IN: 2,043.88' (D) INV. IN: 2,047.72' (B) TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. PROVIDE NEW 4' DIA. MH 2 046.6' INV. IN: 2,043.7r (E) PROVIDE NEW RIP RAP STREAM 0 INV. OUT: 2,047,62' (C) y �D � RECONNECT SERVICE LINES r INV. OUT: 2,043.72' (F) 4 DIA. MH , BANK PROTECTION oD WCLS 96 #17 - AD NAIL WCLS TP 416 - 60D NAIL THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE RIP RAP STREAM .�- ' � N:682,963.84'NADs3n1 / START OF CONSTRUCTION. RIP RAP STREAM BANK PROTECTION \ �4 E: 929,447.34' NAD 83/11 N: 683,089.55' NAD 83111 BANK PROTECTION Z: 2,051.93' NAVD 88 f / / E: 929.485.41' NAD 83111 { \ 2: 2,053.46' NAVD 88 10' UTILITY EASEMENT \ \ \ fl -- t �`• • �•- f gf / PER PB 159 P 137 \ / ! W °it NOTES: \_ -- -- - S49° 52' 41 "W 26.28 LF19 " n n PLAR _ _ , LINED / f / 1) LENGTHS SHOWN ARE NOT ACTUAL PIPE LENGTHS BUT ARE DISTANCES STATION TO STATION LINE �� T -,, - -POF, / LUTHER E LINGLeIII a _ _ -- _ / ANDREA L_ LINGLE T . n S�`� — DB 4996 PG 130 WCLS TP I118 - AD NAIL D r 10 PVC S' $ I 2) CONTRACTOR SHALL LOCATE ALL SERVICES CURRENTLY SERVED BY THE EXISTING SEWER AND N:68z,753.17' NAa 93111 � - - -� � � � i / � � , Pa 7 PG 100. Lor 27 !_ — :�� V PIN: W2&935130 RECONNECT TO THE NEW SEWER INSTALLING A NEW CLEAN OUT ASSEMBLY AS REQUIRED SEE E:s29,433.52'NAD83111g - q� \ PR@POSED DETAIL} ( x: 2-049,22'NAVD ss \....^.\�.. ^.! t •� u , / N,�2° - . p. /-.. SILT FNCE t STA. 4+61.23 LINE "A" _ �8>. @� + \ _� as eoRa ENTERPRISES. LLC 3) THE CONTRACTOR SHALL COORDINATE WITH EACH HOMEOWNER THE RESTORATION OF ALL—s E r y o / ./ / / �^ \ \ Eqt _� - T S�F E , /� , \ _ I DB 5212 PG 1157 LANDSCAPED AREAS DISTURBED BY CONSTRUCTION CARE SHALL BE TAKEN TO RESTORE STA. 0+00.00 LINE "B" / �� , � S � PB 140 PG s6, LOT 1 PROVIDE NEW I / ! / ND8° 14' 49" `� , / ° ,y �� .. -L 13140 PG -93-5154 DISTURBED AREAS IN AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION 4` DIA. MH /��! / / / 62 25 LF \ \ s / 20' PRESCRIPTIVE PREV, RIW FOR SEWER EASEMENT VERMONT CT. 4) DESIGN BASED ON SURVEY INFORMATION BY WES COLE LAND SURVEYING, PA (828) 251-7020 / f,/ / JIMMY 0. & GERALDINE � � S83° 33 02"E 65.86 LF � `� �' � � � 1 SEE CLOSURE /jrJ //NE` `' P.aANxs \ �. �� \ CLAIMED BY MSD PROPOSED SILT FENCE /�Q iF y , : / a8 1174 PG 653 q a . LINE nCn �. �. DB 1857 PG 692 5) THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS REQUIRED TO KEEP THE UTILITY IN ' OB 1'I74 PG 654DRY DB 1174 PG 655 \� ` 1 �S _ _� / NV✓ STMENTSELLC f rc, ` x CO Dia 5212 PG 1,60 DRY RIDGE SERVICE AT ALL TIMES DURING CONSTRUCTION /l ,.w / , //. / P137 PG 100, LOTS 3a_ I_ L / '-P3 ,40 PG ss, LOT NVESTr,4ENTs, LLC 6 THE CONTRACTOR ' PlN:9°'2892�85+ F , 1 �1 1 CO\_ ' `Q P 28-935198 08 5212 PG 1160 SHALL OBTAIN STREET CUT PERMIT FROM AGENCY OF JURISDICTION. �` PB 140 PG 96. Lora J`/ N40 10 42"W 150.39 LFA I _ 1 aR�V � - \ 1 / ! PIN;9628-93-6232 _ - % eui(NOT OR 65 a O�3p U T dry F y,� \� DRY RIDGE 20' PRESCRIPTIVE gsq$�rgp�E� rsy� w1E� -C _ GREEN DEVELOPMENT, LLC I / t �, 7 R , - '4,qIN\'E57fV1NT5 LLC SEQUENCE OF CONSTRUCTION DB 4793 PG 119 I/ / SEWER EASEMENT —gs �qa ° ""' ' �.� / DS 5212 PG 1160 _ PS 93 PG 170, TR. } _ �� .' /, CLAIMED BY MSD-STOR•.r `,� Cyt e _ \ e ,4n PG ss. LOT a FRAME ' k .. i _ =\ - \ \ PIN: 9628--93-976 PB 163 Pa; i94, lT 3- // _ PIN: 9826.92 ... _ _ % / I.INi 1) PROVIDE TEMPORARY SEEDING IF CLEARING 15 MORE THAN 15 DAYS AHEAD OF PIPELINE �VvEl.avr N270 12'5 "E 140.18 LF �' :.5.3 :R7Ervr PREV. R/W FOR CONSTRUCTION. / r r•Ip 1� Bip BRIAN C § KELLY L_ WELLER CLINTON ST. MH # 6 _ X `�. _ \ CO N13° 13' 28"W 1084 LF 3.°� 4331 PG 543 SEE CLOSURE DAVID ALAN PERKEY, STA. 8+01.21 2) INSTALL STONE BASE AND BINDER IMMEDIATELY BEHIND PIPELINE CONSTRUCTION. _ �� r"� s" / PB 7 PG 100, LOT 36 TRUSTEE"Am � s � � f• yyt._ g•t.` / +P1N�9628-92�7Sn EXISTfNG MH DB 1857 PG 692 �a 5033 00, L T 1 / LINE.-#' \ - l; O• EDGE OF WATER— °F � � ' � � wa i / � TO REMAIN M"F PROVIDE NEW ]•°p � / � PIN: 96'28.92-6939 / � CO � °� '' L01-- IwAw VE V•mp SMH-MSD #21444 MH # 5 4' DIA. MH � TOP OF BANK e� + � � k �� Ir,o FAnI N: 682,878.88' NAD 83/11 NA" _ % N GREEN DEVELOPMENT LLc \ 1 STA. 6+fi1.p2 LINEA RIP RAP STREAM n " DB 4793 PG 119 \ I' j / MH # 2 E: 929,517.52' NAD 83/11 / LINEA -- GREEN DEVELd MENT LLC P8 93 PG 170, TR 1 ' 5 " " RIM: 2,068.16' NAVD 88 STA.p+00.00 LINE "D" BANK PROTECTION EVA CL£aAl2A5 Co. �. / STA. 3+10.84 LINEA DS 928 PG 414 DB 4303 PG Els PB i83 PG 194, LOT 1 ., _ _ �5�le o �� INV. IN: 2065.22' (A) PROVIDE NEW ps 7 �G 1aD. LOT 2a N37° 41' S3"E 1 Sp.09 LF �a .,. PB 116 PG W. OPEN SPACE PIN %28-92-6562 _`" _ - PROVIDE NEW PIN: 9628.82-7134 WCLSTP#20-8 NAIL - CO � �f f � � � ' r INV. IN: 2061.24' (B} 4' DIA- MH PIN:9628.93•sos4 t � x . �:. 1r ,_tf B,f:. 4 DIA. MH INV. OUT: 2061.06 C x s N: 882.448.71' NAD 3111 EXMH-MSD 106915 , _.X CO 7, �- f l E: 929.596.57' NAD 8311,2 r rte. - _ _� a -.lb (MH #1) 4- 2034.60' NAVD 88 J ... / rr 1a � .. ° omCO STA. 0+00.00 START LINE "A" 1 �- y ur -"°� ,�`/ O I �7 7 41 EXISTING MH TO REMAIN '` �`"E `"� " - - \ \ LINEA STA. 9+81.29 4 DIA. MH JEFFREY P. GORDON 1R �q LINE "A" /ra GREEN DEEVELQPMENT. LLC S CONNECT NEW DIP TO = O \ D64793PG 119 I WCLS TPg18-60DNAIL 1 / D61a28PG4a9 PROVIDE NEW S M''E" co N: 682,568.18' NAD 83111 D9 1911 PG 452 y - �� PB 93 PG 170. TR. i f E: 929,557.08' NAD 83111 PIN 952PG 100113 4' DIA. MHI ► f . EXISTING MANHOLE PB 183 PG 194, LOT 3 _ � Z: 2,044.49' NAVD 88 � SMH-MSDM1omi5 r 1 pyt~ y PIN: 9628-92-%,72 N: 682,407.1 T NAD 831,1 gVIC ��1(,' l N250 33' 00"E 76.26 LF co E: 929,311.28' NAD 83/11 C � �` Z: 2M4.4' NAVD 8820' SEWER � r� INV. IN: 2,030.02 ABANDON & PLUG y5'EIR a= �. INV. OLIT; 2,0129.Pop 69 _ - A ,l'... \ EASEMENT \ ` SMH-MSD #21442 PB 119 PG 87 GREEN N: 682,659.48' NAD 83111 — FFEaABE.: \ / PEVELOPMENT, LLC E: 929,582.63' NAD 83/11 WESTW001] COHpUSENG 2a37•s' -N D8 4793 PG 119 RIM: 2,045.26' NAVD 88 HOMEOWNER'S ASSOCIATION INC 2D' SEWE I C.r -, PS 93 PG 170. TR, 1 DB 1995 PG 304 EASEMENT F�R STORr J .1 s7crRY P8 183 PG 184, LCT 2 % �R r INV. IN: 2,037.21' ' H I•RAME 1 I I PB 70 PG 176 DS 4644 PIS M, fAVELLING 4Y! g _ `�I FRAME \ PIN: 9628-92-6513 INV. OUT: 2,037.11' O PIN: 9638.03.03W & PB 120 PG BASEMENT I 9j EIR\ 1111PELLINf CHRISTOPHER & �,k- : f 3.6 DS ICA4671 TARSEN TIMOTHY G. PRRRES f SMH-MSD #106916 wESTvraop cOHOLfs,NG � DS 467, PG 797 PB 116 PG 85, LOT 12 DB 4717 PG 66 FRAME N: 682,4551.74' NAD 83/11 FtOMEOWNEST ASSOCIATION. INC P8 116 PG 85, LOT 13 CY4ELL[NG N.': SANITARY SEINER PLAN LINE "A" MH# 1 MH# 7 OR 2063 PG 480 PIN: 9628.32-6375 PIN: 9628-92-6470 E: M: 2,036.27' NAD 83/11 PB 73 PG 176 6ASE1viEly-T RIM: 2,036.27' NAVD 88 MICHAEL J. GROpE,..JR. & V. IN: 2,030.92'(A) PIN; 9628.93-7271 CFF,SELED'X• Ill CONC. JUUE V. MAYFIELD INV. IN: 2,030.82'(B) D8 4650 PG 232 INV. OUT: 2,030.62' C P8116PG8-74064 c) SCALE: 1 "-441 PIN: 3620.3220005 40 0 20 GRAPHIC SCALE 80 1 INCH = 40 FEET a r, Q I.LI rz 2050- 2 rY m 9 OCA r r - CD U) cD 2040— = + Iv J xQ� Lu U) W r. w� 8" D.I.P. @ 2.38% 2030 rnZ co C6 N N 0D 0 0) 202 `4 o II ty � u oz z co w 2010- -0-i 10+'00 010-0+10+'00 0+50 1+ 1 00 1+50 N� J r � co Ce' O 1• N C II n :3 11 O2 z_z_ - 00 ac 8, F-@2.93% @ 3.429% — -- = W RIP -RAP STREAM Lu z z ¢ o BANK PROTECTION �1m II J J L{j Lu W N N II 11 J Q d co l nzz z p >>O N o CD J N J C > > G ❑ Z .� + +N 0000 W C -14Z J QmQQ II (D ON EXISTING GROUND w w Z Zzi 4.- '` Lo a II ` Q Q ce. t a Q Q 2 cr) cl 1n W 04 q `o o I La Z J + 04 I � Q _ u�Q CN Q ° I 22' CONCRETE �� ENCASEMENT CD (SEE DETAIL) M u .� N� J r � co Ce' O 1• N C II n :3 11 O2 z_z_ - 00 ac 8, F-@2.93% 4+50 5+'00 8" D.I.P.p.56% 8" D.I.P. @ 0.62% @ �ZZ rnrn N N II II oZz 77 ZZz _ _ 00 co CD 6+'50 7+00 7+'50 SANITARY SEWER PROFILE LINE "A" MH# 1- MH# 7 SCALE: HOR. 1"=40'; VERT. 1"=I0' oil a p r � N fp T a + N � � n l CD ? Lri rn �7 II G N II Oz z = bD CID 8 p1P @2.72°/0 Q 11 W CD ? d °D N C) II N D n OZ Z z ao 1 ao '2050 X2010 10+00 U @ 3.429% — cv W w �N 0300N r 00co N �1m II V C N II N N N N II 11 J Q d zz- a nzz p >>O 77 Zzzw > > > G ❑ Z Z Z CO, 00 co 4+50 5+'00 8" D.I.P.p.56% 8" D.I.P. @ 0.62% @ �ZZ rnrn N N II II oZz 77 ZZz _ _ 00 co CD 6+'50 7+00 7+'50 SANITARY SEWER PROFILE LINE "A" MH# 1- MH# 7 SCALE: HOR. 1"=40'; VERT. 1"=I0' oil a p r � N fp T a + N � � n l CD ? Lri rn �7 II G N II Oz z = bD CID 8 p1P @2.72°/0 Q 11 W CD ? d °D N C) II N D n OZ Z z ao 1 ao '2050 X2010 10+00 U @) 0 cv a' ❑ LLJ V C J Q d a � II W C -14Z J Sj ~00Q Ili 4.- Y Q Q ce. t a a3 m 1n II 0 La 0 = U � Q -y 0.4 =v'a y ;►I ,4 /I R 0. ti O z F- EL Q o u V) o W N U O F- J 0 CI cf) E C(.`) p Z Q 0 Y V O O z Z Q LL ;d iV ,-: G Rticr. eN,�� 06 Z 1 . , N qr MH#11 STA. 12+99.39 LINE "A" ZEMOVE AND REPLACE 4' DIA. MH SMH-MSD #47207 N: 683,544.36' NAD 83111 E: 929,843-64' NAD 83111 RIM: 2,068-97' NAVD 88 INV. IN' 2,063.77' INV. OUT: 2,063.61' DI#1789 GRATE: 2076.11' INV- oWOCAP is WENPROPOSED SILT FENCE DRY RIDGE RUSTEE'S OF SA D HILL INVESTMENTS. Li_ DB 5212 PG 116 C: PAi531r)NARY BAPTIST CHURCH p$ 74¢ PG 86• LOT D13 747 PG 243: OB 779 PG 77 LINE "A11 ,.^,IN: 9628.93-8532 0 DS 1944 PG 101: DB 5201 PG 1065 y I PB 140 PG 96, TRACT I APPROXIMATE PINS 9628-93-7450 I 1 APPROXIMATE r LOCATION UNDERGROUND I _ _ _ PLUG AND CAP `-2-STORY OIL TANK c � 1 T s1.x+<& 1 "FFE BASE.: FRAME RELOCATE '-STOP' m -- - �_ -- 'aog es.BtJI�ING YARD LIGHT QCK& RAVE CD k;SI pF�E r SANT, RY - ;•:,r: 1 1' ^sr►, CO1 YMSDIn Cf) ER `i - FFB:zm,.z 8 CP ABANDON & PLUG SMH-MSD #28247 MH # 18 N: 684,084.29' NAD 83111 83/11 ABANDON & PLUG STA. 18+61.01 LINE "A" E: 930,063.76' NAD SMH-MSD #28248 RIM: 2,084.48' NAVD8 8 88 N: 683, H -M NAD 83111 REMOVE AND REPLACE INV, IN: 2,077.55' (A) 4' DIA. MH INV. IN: 2,076.74' (B) E: 929,991.20' NAD 83111 INV. OUT: 2,076.64' (C) RIM: 2,078.73' NAVD 88 SMH-MSD #109056 _ 34s•EIR 1'EIP rr INV. IN: 2,073.20' N: 683,979.96' NAD 83111 INV. OUT: 2,073.00' Wp PERI p7� LINE "t3'I E: 930,020.96' NAD 83111 LewgTEp REs RIM: 2,080.61' NAVD 88 WCI.STP#10-60DNAIL MH# 16.1 INV. IN: 2,074.76' (A) N: 684,085AT MAD 83111 STA. 0+35.71 E: 930,028.00' NAP 83(11 INV. IN: 2,074.76' (8) 2.0>�7.14• NAVD 66 N59° 35' 13"W 35.71 LF PROVIDE NEW 4' DIA. MH INV, OUT: 2.074,56'(C) . END LINE "G" , EIP r CONC. NAIL MARK WILLIAM5 �. M H # 16 (NEST TO 1Y- IPIN)08 1959 PG 115 eut EVA K. ELLI07 - PIN, 9838-".•r:rnc STA. 17+02.58 LINE "A"= RLOBERT A. ELLIOT. el ':. � !iICHOLAS)y. _I_FxN °: DEI 5210 PG 332 LINE "A" STA. 0+00.00 LINE "G" QLOEK.BRIDGES SALLY �~ P13 4810 PG 1903, TR.: PB 5 PG 58, LOT 26 PROVIDE NEW PS 08396 PIN 9 �e-Oz�yaah ILL ROAD P95PG 27 SIL I\' V �+NF 4' DIA. M H PIN: 9628-939884 PIN 863 ?'+8 FFE anGE 2087 i' � - TREE 11 SAD _ riDRY rRAMIE, -f _- !,IATHAN D- B LEIGH A. Ra .. 7wEF.! TNGV'J/ DbdiLL[NC� yi• � 1 'K �~ � O $ • .tip 3; Elrt dRQGOMP, I`.•. 0f3 4154 PG 941 OLLIE .f<,.BRIDGES . ; PB 5 PG 58, LOT 31 Ds 4810 PG 1903, TR- 1.2 $� DB 5192 PG 1534 caawL-: % E!R PIN: 962i�93 96iB P3 5 PG 58, LD75 29-30 � �� FFE easE.; I 2oeo.r - A P8 115 PG 172, ` ?I.ocv :1 P, ;N;;. LOT 32 PIN- 9628-93-5746 � � � � _ i B , 16"fE 131.89 x •"z. R� DB 5192 PG 1534 c;p, „ 5 ,;?-tzr.�:s, 1. S'rORY FR? a'7 - PE PE 1 15 PG 172. - 20' PRESCRIPTIVE D7�ELU 8" Pv'�- - as EtFwwC LOT 33 & 7R. A ; gEa r; : CO '� _� - �f PIN, 9628-9M568 SEWER EASEMENT �P;.Ir-PA:LFENC N°ET ouN f FFE BASE CLAIMED BY MSD I 20B3.Ei ( I.ANDSCAW-w - - Cgs - -- _ l r f Itx� � � TOP e" PVC: 5" 06'04"E WCLS TP #13 - 60Q NAIL ABANDON & PLUG IST( WALLS/ 20' PRESCRIPTIVE 2.080.3' i MH # 19 130.82 LF N! 683,645.18' NAD 83/11 a a _ EIR - E: 929,873.95' NAD 8T1 SMH-MSD #28249r _ SEWER EASEMENT STA. 19+92.90 Z: 2.0'73.34' NAVD 66 N: 683,708.58' NAD 83111 X�' '� AL E: 929,959.06' NAD 83111 % 8� BRI CO CLAIMED 8Y MSD END LINE A --- -- %' 53" 14 A K �-F TOP 6" PVC: PROVIDE NEW 4 DIA. M RIM: 2,074.83' NAVD 8$ FFEEiASE.: - -. �� INV. IN: 2.069.78' {A} y p0'094.7' 2,081.4' RECONNECT EXISTING ,O a G INV. IN: 2,069.08' (B) �� s r ` MARKW1LLIAMS SEWER LINE �. CO INV. OUT: 2,069.03' (C) I DB 1959 PG 1 T5 - -- _ -- - DIN:9WLI-04-0090' PROVIDE NEW 6" CO A v! I FFE 2093.9• RELAY 6" BELOW CREEK .. _ x S CO r. 00, WGLSTP#11 60O.NAIL - A ��r = --� I 8"VCP 3 N:ss3,a72. s'yuaaesn sn 1.51ORY REBUILD ROCK WALL j e - ~-� 7F. _ dr 7\-s '. �. s 4� Cr: fr.r /l F. st FRAME la4 CD - CO - E: 93V:042-93' NAD 8311 i ' N43 0�, n �•�_ry. ��. x C A Vis- f Z:2.083'24'NAVO86 v,vELUNG IF DAMAGED; BOTH SIDES . k ,L. 0'3 799. CO X' �- - ` - :< .: �°.,�� ct - z / MH # 17 ®� OF CREEK r - 1 LF x RELOCATE 1 (`y" " O %--we ... POWER POLE jEPII {-°T E'L°i J / ,� rEIP i�oTnew STA. 18+17.Z4 LINE A" �- N EIRMCAP -�'�'P / /]y IE 1N PROVIDE NEW 20' SEWER EASEMENT PER �. WCLS TP#14-600 NAIL WEIR o � 1' % / (1) ED 1V+ - MH # 12 N51 50' 13"E ` / yf 4' DIA. MH DB 3786 PG 391, DB 3828 PG 811a� .� N: 683,491.79' NAD 83/11 1£ O MH # 9 � 1 E: 929.82a44'NA083111 STA. 14+30.21 77.56 LF RECONNECT SEWER LINE 3 n 1 Z: 2.069.70' NAVD 88 W EIP ` Tc Via,. WCLS TP #44 - 600 NAIL a ETR s a JON & ASHLEY PREV.RNV FOR LINE A' J N'fi83,915.2TNA083111 vvm MIDDLETON STA. 11 +76.72 1 12' ALLEY - - M H # 13 E: 930,104.6T NAD 83111 O PROVIDE NEW NOW 12' 04"W 120.52 LF ff DO 4693 PG 1988 LINE "A" °'30"E „ SEE GLOSURE STA. 15+07.77 Z: 2,090.29' NAVD 88 �o-c. PIN: PG 1 7-1986 O N 13 ' 30 E OB 1857 PG 692 4' DIA. M H - * + P 3 1 : PG -03- LOT 1 PROVIDE NEW 44.95 LF 1. 1 LINE "A" I rllutoTHYD.6JENNIFER FF1=E�nsr :FFt. ctiw-: -LAic 2091.8' 2091.8' l APgQN. ANN BRANTON C �v1YF�r1T: 2100.0' 4' DIA MH MH #10 PROVIDE NEW D@1768 PG 148 FFe:x1°a.r 1 . Ii ! f i_rd 21 Q W z J LO In u? u� +CD CO O N dII IW PROVIDE NEW 4' DIA. M RECONNECT SEWER LIN END LINE "I 1 1 STA. 12+21.69 LINE "A" = 4' DIA. MH ,� N23 04 D7 E Plaa2PG6 PIN: 9638.03.1823 t YTORY FRA,,.!. ty 1 rI I, ` 47.58 LF DWELLING 0'V+ ° L_ 1 1 1 STA. 0+00.00 LINE E TOP DIP: 2,070,6' , --- I I: 7Ri; sAseI�IEEST m M H # 15 �r 1 1 PROVIDE NEW 4' DIA. MH 865° 57' 36"E 26.72 LF , I Isa.!10 STA. 15+82A7 LINE "A" I ; "IU`X`'t� ` 1 TOP PVC: 2,063.7' 1 1 1 S74° 20' 57"E 45.00 LF1 FFE BASE: PROVIDE NEW E TOP DIP: 2,070.9' . � � % 4 �' z0ss.1• I �'1�" I STORY FRAA1;. 4' DIA. MH / ERIC & ANNA ANDERSON 1 1 MH # 14 D"NE! = DB 4858 70 6 O 1 20' SEWER EASEMENT ` 83 72 #12 - 60Q NAIL P8 133 PG 170, LOT 2 �� !''�`'! NiN: 683,729.60' NAD 83111 I P!N' 96383-2935 1 1 PER PB 70 PG 176 STA. 15+34.49 LINE A" = I , RUSSELL ST. 1 E: 930.019.85' NAD 83!11 i STA. 0+00.00 LINE "F" �tl 11 , LINE "F" Z: 2,074.1 T NAVD 66 VARIABLE WIDTH RIGHT OF WAY PER 1 SMH-MSD #66-63169 PROVIDE NEW MONUMENTS FOUND. SEE DB 1867 PG 682 F R RANDY & KAREN , JOEL CLOSURE OF A PORTION OF RUSSELL N: 683,426.26' NAD 83111 4' DIA. MH rl I RGGER-MAWCMcSWAs : ASPIIAIT) -: ,Q 1 E: 929, 977.36' NAD 83111 f DEI 5027 PG 757 f � :..;�, PB 22 PG S 1 ° RIM: 2,077.77' NAVD 88 23' SEWER EASEMENT n�1 ,,P _ MNX PIN:9s38030772 W 1 A PER PB 70 PG 176 Q_6 b- SMH-MSD #55857 WATERLINE APPARENTLY B WESTWOOD COHOUSING L N: 683,674.78' NAD 83111 INV. IN: 2,0'72.90' (A} i �. v CONTINUES TO HYDRANT BUT C l s-® INV. IN: 2,072.70' (B) HOMEOWNER'S ASSOCIATION, INC 1 E: 930,130.55' NAD 83111 I WAS NOT MARKED UPON REQUEST INV. OUT: 2,072.66'( C) De 1999 PG 304 WCLSTP#43- GOD NAIL RIM: 2,093.94' NAVD 88 SMH (NO MSD # AVAILABLE) PB 70 PG 176 N: 683,852-87' NAD 83/11 ?tf+: 9P.38 -U3 -I; ^,� E: 930,057-44' NAD 83111 Vol N: 683,842.15' NAD 83111 ,` ° Z: 2,078.42' NAVD 88 �.N .- EIPY4- 00 EXISTING MH #63171 E: 930,270.18' NAD D 88 , TO REMAIN RIM: 2,105.$6' NAVD 88 8650 53'55"E 104.84 LF INV. IN: 2,101.98' (A) [� STA. 1+04.84 END LINE "F" INV. IN: 2,2100-13'(B) REPLACE 6" PVC (D) WITH 8" DIP INV. OUT: 2,099.96'(C) A��G RECONNECT SEWER LINES P SMH-MSD #63171 n N: 683,645.61' NAD 83111 E: 930,099.94' NAD 83111 RIM: 2,085.40' NAVD 88 GENERAL NOTES: THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL UTILITIES TO BE CONNECTED SUFFICIENTLY AHEAD OF SCHEDULE TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE DIFFERENT THAN SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT- THE PUBLIC DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. NOTES: T 1) LENGTHS SHOWN ARE NOT ACTUAL PIPE LENGTHS BUT ARE DIST ANCES STATION O STATION 2) CONTRACTOR SHALL LOCATE ALL SERVICES CURRENTLY SERVED BY THE EXISTING SEWER AND RECONNECT TO THE NEW SEWER INSTALLING A NEW CLEAN OUT ASSEMBLY AS REQUIRED (SEE DETAIL) 3) THE CONTRACTOR SHALL COORDINATE WITH EACH HOMEOWNER THE RESTORATION OF ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION CARE SHALL BE TAKEN TO RESTORE DISTURBED AREAS IN AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION 4) DESIGN BASED ON SURVEY INFORMATION BY WES COLE LAND SURVEYING, PA (828) 251-7020. 5) THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS REQUIRED TO KEEP THE UTILITY IN SERVICE AT ALL TIMES DURING CONSTRUCTION 6) THE CONTRACTOR SHALL OBTAIN STREET CUT PERMIT FROM AGENCY OF JURISDICTION SEQUENCE OF CONSTRUCTION 1) PROVIDE TEMPORARY SEEDING IF CLEARING IS MORE THAN 15 DAYS AHEAD OF PIPELINE CONSTRUCTION. 2) INSTALL STONE BASE AND BINDER IMMEDIATELY BEHIND PIPELINE CONSTRUCTION. INV. IN: 208115'(A) SANITARYSEWER PLAN LINE "A" MH# S - MH# 19 INV. 1N: 2080.45' (B) INV. IN: 2080.45' (C) INV. OUT: 2080,25'(D) 8" D.I.P. @ 1.00% ABANDON & PLUG _ SMH-MSD #28250 W N: 683,473.98' NAD 83111 O MH # 8 E: 929,810.42' NAD 83111 WCLS TP #15 - 600 NAIL STA. 10+57.55 RIM: 2,069.76' NAVD 88 N: 683,330.58' NAD 83111 E: 929,747.22' NAD 83.+11 LINE "A" INV. IN: 2,061 71 (A) Z:2,063.68'NAVD88 PROVIDE NEW INV, IN: 2,061.71' (B) 2050' " D.1.P. INV. OUT: 2,061-66'(C) U) z 4' DIA. MH J J O Z LINE "E" WESTWOOD COHOUSING tD HOMEOWNER'S ASSOCIATION. INC TOP DIP: 2,063.8' DB 1899 PG 304M CO 00 H #10 P8 70 PG 176F_ Z Z Z PIN: 9838-030309 C7 STA. 0+45.( 21 Q W z J LO In u? u� +CD CO O N dII IW PROVIDE NEW 4' DIA. M RECONNECT SEWER LIN END LINE "I 1 1 STA. 12+21.69 LINE "A" = 4' DIA. MH ,� N23 04 D7 E Plaa2PG6 PIN: 9638.03.1823 t YTORY FRA,,.!. ty 1 rI I, ` 47.58 LF DWELLING 0'V+ ° L_ 1 1 1 STA. 0+00.00 LINE E TOP DIP: 2,070,6' , --- I I: 7Ri; sAseI�IEEST m M H # 15 �r 1 1 PROVIDE NEW 4' DIA. MH 865° 57' 36"E 26.72 LF , I Isa.!10 STA. 15+82A7 LINE "A" I ; "IU`X`'t� ` 1 TOP PVC: 2,063.7' 1 1 1 S74° 20' 57"E 45.00 LF1 FFE BASE: PROVIDE NEW E TOP DIP: 2,070.9' . � � % 4 �' z0ss.1• I �'1�" I STORY FRAA1;. 4' DIA. MH / ERIC & ANNA ANDERSON 1 1 MH # 14 D"NE! = DB 4858 70 6 O 1 20' SEWER EASEMENT ` 83 72 #12 - 60Q NAIL P8 133 PG 170, LOT 2 �� !''�`'! NiN: 683,729.60' NAD 83111 I P!N' 96383-2935 1 1 PER PB 70 PG 176 STA. 15+34.49 LINE A" = I , RUSSELL ST. 1 E: 930.019.85' NAD 83!11 i STA. 0+00.00 LINE "F" �tl 11 , LINE "F" Z: 2,074.1 T NAVD 66 VARIABLE WIDTH RIGHT OF WAY PER 1 SMH-MSD #66-63169 PROVIDE NEW MONUMENTS FOUND. SEE DB 1867 PG 682 F R RANDY & KAREN , JOEL CLOSURE OF A PORTION OF RUSSELL N: 683,426.26' NAD 83111 4' DIA. MH rl I RGGER-MAWCMcSWAs : ASPIIAIT) -: ,Q 1 E: 929, 977.36' NAD 83111 f DEI 5027 PG 757 f � :..;�, PB 22 PG S 1 ° RIM: 2,077.77' NAVD 88 23' SEWER EASEMENT n�1 ,,P _ MNX PIN:9s38030772 W 1 A PER PB 70 PG 176 Q_6 b- SMH-MSD #55857 WATERLINE APPARENTLY B WESTWOOD COHOUSING L N: 683,674.78' NAD 83111 INV. IN: 2,0'72.90' (A} i �. v CONTINUES TO HYDRANT BUT C l s-® INV. IN: 2,072.70' (B) HOMEOWNER'S ASSOCIATION, INC 1 E: 930,130.55' NAD 83111 I WAS NOT MARKED UPON REQUEST INV. OUT: 2,072.66'( C) De 1999 PG 304 WCLSTP#43- GOD NAIL RIM: 2,093.94' NAVD 88 SMH (NO MSD # AVAILABLE) PB 70 PG 176 N: 683,852-87' NAD 83/11 ?tf+: 9P.38 -U3 -I; ^,� E: 930,057-44' NAD 83111 Vol N: 683,842.15' NAD 83111 ,` ° Z: 2,078.42' NAVD 88 �.N .- EIPY4- 00 EXISTING MH #63171 E: 930,270.18' NAD D 88 , TO REMAIN RIM: 2,105.$6' NAVD 88 8650 53'55"E 104.84 LF INV. IN: 2,101.98' (A) [� STA. 1+04.84 END LINE "F" INV. IN: 2,2100-13'(B) REPLACE 6" PVC (D) WITH 8" DIP INV. OUT: 2,099.96'(C) A��G RECONNECT SEWER LINES P SMH-MSD #63171 n N: 683,645.61' NAD 83111 E: 930,099.94' NAD 83111 RIM: 2,085.40' NAVD 88 GENERAL NOTES: THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL UTILITIES TO BE CONNECTED SUFFICIENTLY AHEAD OF SCHEDULE TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE DIFFERENT THAN SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT- THE PUBLIC DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. NOTES: T 1) LENGTHS SHOWN ARE NOT ACTUAL PIPE LENGTHS BUT ARE DIST ANCES STATION O STATION 2) CONTRACTOR SHALL LOCATE ALL SERVICES CURRENTLY SERVED BY THE EXISTING SEWER AND RECONNECT TO THE NEW SEWER INSTALLING A NEW CLEAN OUT ASSEMBLY AS REQUIRED (SEE DETAIL) 3) THE CONTRACTOR SHALL COORDINATE WITH EACH HOMEOWNER THE RESTORATION OF ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION CARE SHALL BE TAKEN TO RESTORE DISTURBED AREAS IN AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION 4) DESIGN BASED ON SURVEY INFORMATION BY WES COLE LAND SURVEYING, PA (828) 251-7020. 5) THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS REQUIRED TO KEEP THE UTILITY IN SERVICE AT ALL TIMES DURING CONSTRUCTION 6) THE CONTRACTOR SHALL OBTAIN STREET CUT PERMIT FROM AGENCY OF JURISDICTION SEQUENCE OF CONSTRUCTION 1) PROVIDE TEMPORARY SEEDING IF CLEARING IS MORE THAN 15 DAYS AHEAD OF PIPELINE CONSTRUCTION. 2) INSTALL STONE BASE AND BINDER IMMEDIATELY BEHIND PIPELINE CONSTRUCTION. INV. IN: 208115'(A) SANITARYSEWER PLAN LINE "A" MH# S - MH# 19 INV. 1N: 2080.45' (B) INV. IN: 2080.45' (C) INV. OUT: 2080,25'(D) $8, D P. @ 2.5701° 8" D.I.P. @ 1.00% _ e 2.17% @ W z a Z O 1.74% 8" D.I.P. LU LU n ZU)N 00 O _ Cp QCD $" D.I.P. @ @ 0.49% zz C:) Z 2050' " D.1.P. @ 2,18 0% U) z CA N II 11 J J O Z it z a? tD O??Q eau~ N CO 00 Z Z Z Z Z ,45 00 (I0 C7 oz 00 O z Ifi Q 10* c0 CO N LO N J C6 N Q i--1 •--I r� + r o a 11 a En m it N RIP RAP STREAM II II O 11 0 0Ln N LOI- z BANK PROTECTION z 4 Q II N _ OZ �wU)0I � z Q iw W w N C? z z z ` Z Z 0'N MH#13 .. CO 00 z W O J ti N t n N STA. 15+07.77 00 0o 00 zi co O m � II "All LINE A � 0? Nam CO o°7i � T_ ¢ RIM = 2069.67 cQ In r.- CO + 04 0'N + N r- + o TNN _ UJQ' .+ -7 r T r p II ZI- r II _�� 10+00 It I-� Cn[r7w 12+00 13+00 13+50 _ 15' CONCRETE ° r ENCASEMENT (SEE DETAIL) $8, D P. @ 2.5701° GRAPHIC SCALE 20 40 SO 120 1 INCH = 40 FEET DIp.@5 8" D.I.P. @ 1.00% _ e 2.17% @ W z a Z O 1.74% 8" D.I.P. CD ► i n ZU)N 00 O _ Cp QCD $" D.I.P. @ @ 0.49% _ _ _ C:) Z 2050' " D.1.P. @ 2,18 0% U) z CA N II 11 C7 Z W Q "t - O Z it z a? tD O??Q L6 c, N CO 00 Z Z Z Z Z ,45 00 (I0 C7 oz 00 O z Ifi Q 10* c0 CD 1,(] LO N N LO N J C6 N b N U i--1 •--I r� Q C7 II N N II H II a En m it N II II O z 0 0Ln N LOI- II 0 Z Z 4 II N _ OZ o � z 2040 II z z z Oz zz .. CO 00 v - 00 0o 00 10 zz OO 00 00co 2030 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 GRAPHIC SCALE 20 40 SO 120 1 INCH = 40 FEET DIp.@5 14+00 14+50 15+00 15+50 SCALE: 111-40' REBUILD ROCK WALL IF DAMAGED: BOTH SIDES OF CREEK zw MH#17 Z r STA. 18+17.24 LINE "A" EXISTING GROUND U) o RIM = 2083.40 �++or` ED N MH#15 ¢¢ II STA. 15+82.07 LINE "A" f RIM = 2074.60 0 @ 1.85% I^ z z 8" D.I.P. @ 1.00% _ W z a Z O LJ.I W CD n ZU)N 00 O _ Cp QCD cD NN LOz 0 N N N UD O 11 N 0 CO II II CA N II 11 II O 0- N N II CD O Z it z a? tD O??Q N CO 00 Z Z Z Z Z Z Z Z Z W oz 00 IV0 coCID c0 co 00 00 cl;� J Q nc 0.44% i--1 •--I r� 14+00 14+50 15+00 15+50 SCALE: 111-40' REBUILD ROCK WALL IF DAMAGED: BOTH SIDES OF CREEK zw MH#17 Z r STA. 18+17.24 LINE "A" EXISTING GROUND U) o RIM = 2083.40 �++or` ED N MH#15 ¢¢ II STA. 15+82.07 LINE "A" f RIM = 2074.60 0 @ 1.85% I^ z z ROD 16+00 16+50 17+00 17+50 18+00 15' CONCRETE MH # 19 ENCASEMENT STA. 19+92.90 ' (SEE DETAIL) END LINE "A" RIM = 2085.74 , MH#18 ' fI I. STA, 18+61.01 LINE A RIM = 2080.61 (0oo v O 8" D.I.P. @ 1.71% N z a co Z II d O LOz 17- N N co II II II N Q Il N II CD Itoz Oz [V tD z N CO 00 Z Z = II d oz 20ZObo IV0 ROD 16+00 16+50 17+00 17+50 18+00 15' CONCRETE MH # 19 ENCASEMENT STA. 19+92.90 ' (SEE DETAIL) END LINE "A" RIM = 2085.74 , MH#18 ' fI I. 18" D.I.P. 0 1.94%1 18+50 19+00 19+50 L m (fl LO N CD II N it 0Z Z Z 2100 2030 20+25 SANITARYSEWER PROFILE LINE "A" MH# 8 - MH# 19 SCALE: HOR. 1 "=40% VERT. 11'=10' � � STA, 18+61.01 LINE A RIM = 2080.61 v O 8" D.I.P. @ 1.71% Lu z a co CO LOz LID [D N I'_ N II N Q Il N II fl Oz Oz z z CD w CO 00 18" D.I.P. 0 1.94%1 18+50 19+00 19+50 L m (fl LO N CD II N it 0Z Z Z 2100 2030 20+25 SANITARYSEWER PROFILE LINE "A" MH# 8 - MH# 19 SCALE: HOR. 1 "=40% VERT. 11'=10' � � 0- m I v O z a W > ,� Q Q = d . -� IV0 Ld cl;� J Q i--1 •--I r� LLJ +� a En o cn u, 0 0Ln 4 � o m a P) LU 0- 0 v .��0�;•' 0'P _ `4�� nt`t 10 W rn ❑ W v7 z V) IL o Z ❑ a O_ w � rn 0 x I- V) "J m Ld w n LJ Z � O Z w 0 d 0 O � a z i- X ET 0's ni r z R�cr. `N,��6 / � y 13W' r d G 2060 2050 I 16' CONCRETE ENCASEMENT (SEE DETAIL) WE 2020 -0+50 �U)(n7i2 co N m N + a in w W Z a co Z (/) N It CC)_ co_ a CD N i l N N II II p OZZ >>> z z z z - - - co co co 0o 0+00 EXISTING GROUND N m00 W z N QII Z r 2060 2050 RIP -RAP STREAM BANK PROTECTION 18" D.I.P. na 1.35%1 0+50 2040 2030 —� 2020 1+00 SANITARY SEWER PROFILE LINE "'B" M H# 3 - M H#3.1 SCALE: HDR. 1 "=40'; VERT. I"= 10' 2090 10 - MH# 10.1 SCALE: 11 Q L.LI 1 "=10' W W Z z ZLU J J L0 O` ti w 2080 0) co C5 N 0 p r w co Lo Q04 N CDOr p Tzo C C� J N 2060 r N + co C7 CD 0 4k Q ❑ C) Q N II = H Z (o W IY Z W CD N HN N n J z II C -i C6 J f �0L �I J 2070 2 U) w 0� 2080-- II c) CD z z z r 2060 20 N N % } i - co ao co II > II Z _�r; :7 P 2040 C) z W co V Lo � cq N U') DC7 N cli 11 II 0 Z Z z z Z 2030 �- -0+25 0+00 EXISTING GROUND RIP -RAP STREAM BANK PROTECTION 8" D.I.P. @ C? 16.22% co � Lo Q co N p II N II oz Z z bDbo 22' CONCRETE ENCASEMENT (SEE DETAIL) 0+50 1 1 SANITARY SEWER PROFILE LINE "E" MH# 10 - MH# 10.1 SCALE: HOR. 1 "=40'; VERT. 1 "=10' EXISTING GROUND co n T Q = O E cco o W W Z z _Z + o 11 J J L0 cr) -crQ iC cq 'A C? � W u U) W co C5 N 0 p 11 Lo Q04 N � <2i - N +L6 2060 (D O QLL LuU� -�16�°f ° a I z 9N _ �CVo� $� r Q0 CN co r N � li N � 11 oZ � 2090-.° - N +L6 II Q p W Uj Z � � r a Q c9 �'o co C:) v c° q 11 EXISTING GROUND 2070 -2100 I z z _ �CVo� it co co 2040 DETAIL) v) cn ^0' W co Z Z � 0)WcoZ � 2090-.° - N +L6 2060 (D O QLL LuU� CD 0) Z W CD N HN N n J z II C -i C6 J f �0L �I J N Lo 2080-- II c) CD z z z r 2060 22' CONCRETE N N % } i co w co ao co II > II Z 2030 ENCASEMENT O z z N- »0> (SEE DETAIL) 2070 zzafZ N N N 4 --o 2050 2025 °° °p °° z z z Q 4 cn -0+25 0+00 0+50 II Q p W Uj Z � � r a Q c9 �'o co C:) v c° q 11 EXISTING GROUND 2070 SANITARY SEWER PROFILE LINE "C" MH# 4 -EXISTING MH #21444 SCALE: HOR. 1 "=40'; VERT. 1 "=10' 2100 -2100 I m co _ �CVo� it ENCASEMENT cw EXISTING GROUND DETAIL) cn {7 -, co co Z Z � 206 � 2090-.° - N +L6 2060 (D O QLL LuU� <uOC Z W a HN N n J z 9 u J f �0L �I J OZZ > 0 2080-- Ci Itt / ' c7 o 2080 z z z r 2060 22' CONCRETE --- co % } i co w co ao co r ufi �p 6a°I° ,i, z 0 a ENCASEMENT —a N- 2070-- (SEE DETAIL) 2070 J N N N 4 11 u pzz 2050 cl*J W 2050 z z z Q 4 cn I � RIP -RAP STREAM co `D `� 2060 o W C? w a BANK PROTECTION 2050 O LfD] r co N N (o CND II N?ON W 2050- II z II 2050 OZ — Z U� 7 > �0 o ZZoZ 00OD co 2040 z z 2040 U � 4: It lzr 2040 a � � N � 0 N II N N II 0 F 11 11 0 z O 2030--- -- z z 2030 z z z co co 2030 c° °D °0 2025 202 2020 1 1+00 _0+10+00 0+50 0+90 SANITARY SEWER PROFILE LINE "C" MH# 4 -EXISTING MH #21444 SCALE: HOR. 1 "=40'; VERT. 1 "=10' 2100 -2100 I m co 12' CONCRETE it ENCASEMENT cw EXISTING GROUND DETAIL) -.(SEE O {7 -, co co Z Z � 0 z ++ a � 2090-.° c~n ¢ "2090 2060 (D O QLL LuU� <uOC Z W a HN N n J z II II O J f �0L �I J OZZ > 0 2080-- Ci Itt / ' c7 o 2080 z z z r _ N 0 --- co % } i co ao co r ufi �p 6a°I° ,i, z 0 a —a N- 2070-- o 0 2070 J N N N 4 11 u pzz cl*J W c m z z z Q 4 cn I � 206 co `D `� 2060 o W C? w a C) Z 04 C O LfD] co N N (o CND II N?ON a 2050- II z II 2050 OZ — Z 7 > �0 o ZZoZ 00OD co -04-150+00 0+50 1+00 1+20 SANITARY SEWER PROFILE LINE "F" MH# 14 -EXISTING MH #63171 SCALE: HOR. 1 "=40'; VERT. 1 "=10' SANITARY SEWER PROFILE LINE "D" M H# 5 - M H#5.1 SCALE: HOR. 1 "=40'; VERT. 1 "=10' 1 I Q W= zW �z 00 J _ U Q co CD + O C) r r + Cy _EXISTING GROUND 2090 2090 ti of r � W n CD + Z N 208 r J n 2080 QO 8" D.I.P. �0w� @ 6.21 % RIP -RAP STREAM BANK PROTECTION SANITARY SEWER PROFILE LINE "G" MH# 16 - MH# 16.1 SCALE: HOR. 1 "=40'; VERT. 1 "=10' GENERAL NOTES: THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL UTILITIES TO BE CONNECTED SUFFICIENTLY AHEAD OF SCHEDULE TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE DIFFERENT THAN SHOWN ON THESE PLANS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. NOTES: 1) LENGTHS SHOWN ARE NOT ACTUAL PIPE LENGTHS BUT ARE DISTANCES STATION TO STATION 2) CONTRACTOR SHALL LOCATE ALL SERVICES CURRENTLY SERVED BY THE EXISTING SEWER AND RECONNECT TO THE NEW SEWER INSTALLING A NEW CLEAN OUT ASSEMBLY AS REQUIRED (SEE DETAIL) 3) THE CONTRACTOR SHALL COORDINATE WITH EACH HOMEOWNER THE RESTORATION OF ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION CARE SHALL BE TAKEN TO RESTORE DISTURBED AREAS IN AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION 4) DESIGN BASED ON SURVEY INFORMATION BY WES COLE LAND SURVEYING, PA (828) 251-7020- 5) THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS REQUIRED TO KEEP THE UTILITY IN SERVICE AT ALL TIMES DURING CONSTRUCTION 6) THE CONTRACTOR SHALL OBTAIN STREET CUT PERMIT FROM AGENCY OF JURISDICTION. SEQUENCE OF CONSTRUCTION 1) PROVIDE TEMPORARY SEEDING IF CLEARING IS MORE THAN 15 DAYS AHEAD OF PIPELINE CONSTRUCTION. 2) INSTALL STONE BASE AND BINDER IMMEDIATELY BEHIND PIPELINE CONSTRUCTION. 4-.) .0 4--) 2070 I 12' CONCRETE ENCASEMENT cw DETAIL) -.(SEE O a� co Z Z � � 00 0 2060 (D O <uOC a HN N n II II O J OZZ > a) ? 1-2050 z z z r 0 --- co co ao co a SANITARY SEWER PROFILE LINE "G" MH# 16 - MH# 16.1 SCALE: HOR. 1 "=40'; VERT. 1 "=10' GENERAL NOTES: THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL UTILITIES TO BE CONNECTED SUFFICIENTLY AHEAD OF SCHEDULE TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE DIFFERENT THAN SHOWN ON THESE PLANS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. NOTES: 1) LENGTHS SHOWN ARE NOT ACTUAL PIPE LENGTHS BUT ARE DISTANCES STATION TO STATION 2) CONTRACTOR SHALL LOCATE ALL SERVICES CURRENTLY SERVED BY THE EXISTING SEWER AND RECONNECT TO THE NEW SEWER INSTALLING A NEW CLEAN OUT ASSEMBLY AS REQUIRED (SEE DETAIL) 3) THE CONTRACTOR SHALL COORDINATE WITH EACH HOMEOWNER THE RESTORATION OF ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION CARE SHALL BE TAKEN TO RESTORE DISTURBED AREAS IN AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION 4) DESIGN BASED ON SURVEY INFORMATION BY WES COLE LAND SURVEYING, PA (828) 251-7020- 5) THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS REQUIRED TO KEEP THE UTILITY IN SERVICE AT ALL TIMES DURING CONSTRUCTION 6) THE CONTRACTOR SHALL OBTAIN STREET CUT PERMIT FROM AGENCY OF JURISDICTION. SEQUENCE OF CONSTRUCTION 1) PROVIDE TEMPORARY SEEDING IF CLEARING IS MORE THAN 15 DAYS AHEAD OF PIPELINE CONSTRUCTION. 2) INSTALL STONE BASE AND BINDER IMMEDIATELY BEHIND PIPELINE CONSTRUCTION. 4-.) .0 4--) a Qa � CL a� � a 0 Lu <uOC a J Q a) o o � 0 a —a N- U J b 4 W cl*J W c m Q 4 cn o � �u a o a -XIY a o U � w a m IL W_ Q z v) o Z a O_ zr w W w 0 w a W 0 U) O � ~~ U O O iY w w Q U< Q O O ? z z Ii - f7 N 6 z RIC T• v,v,;b Lu I �r '�3W' EXISTING SOIL DRY— UNDISTURBED EARTH7•. EXISTING SOIL X12" OF FINE LOOSE EARTH FREE FROM LARGE CLODS, STONES, DEBRIS, VEGETABLE MATTER, OR OTHER OBJECTIONAL MATERIALS. TRENCH BACKFILL MATERIAL COMPACTED TO 85% STANDARD PROCTOR IN 12" LIFTS INITIAL BACKFILL SEE TRENCH DETAILS. TRENCH BACKFILL IN MSD RIGHTS OF WAY NOT TO SCALE NOTES: 1. WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION. 2. FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARY CONVENIENCES WITHIN A SINGLE BUILDING, MAY BE CONNECTED TO A 4" MSD GRAVITY SERVICE LINE PROVIDED THAT GRAVITY FLOW WILL BE MAINTAINED DURING PROPOSED MAXIMUM DISCHARGE RATE FOR THE GRINDER OR EFFLUENT PUMP(S). 3. WHERE COVER IS LESS THAN 3 FT. DUCTILE IRON MUST BE USED. 4. WHERE DUCTILE IRON IS REQUIRED RISER MAY BE CONSTRUCTED WITH SCH. 40 PVC IN—LINE WYE (REQ'D FOR LINES 12" AND LESS 2' MAX. UNLESS OTHERWISE INDICA COUNTERSUNK PVC PLUG CLEANOUT BOX INSTALLED ON 8" OF COMPACTED PIPE EMBEDMENT MATERIALS SCHED. 40 PVC or D.I.P. 1 FT, SECTION OF PIPE WITH GLUED BEND SEWER LATERAL /—CONSTRUCTED AT 2% GRADE UNLESS OTHERWISE INDICATED. NDISTURBED EARTH PROVIDE STONE BEDDING UNDER WYE (OR TAPPING SADDLE) AND BEND a 0m W U z 0 J z CL �¢ a rn 0 N7 W a CONNECT TO EXISTING SEWER SERVICE WITH APPROVED "COUPLING" OR INSTALL PVC PLUG FOR FUTURE SERVICE. WHEN REQUIRED BACKFLOW VALVES SHALL BE INSTALLED ON PORTION OF LATERAL TO BE MAINTAINED BY PROPERTY OWNER. '--PVC REQUIRES 6" BEDDING FULL LENGTH OF SERVICE TRENCH SHALL BE COMPACTED IN 6" LIFTS LOOSE INITIAL BACKFILL mlolsl"', STURBED EARTH LOOSE INITIAL BACKFILL • a iii` W"WLJIN'SN NA STUBBED EARTH GRANULAR OR SELECT BACKFILL COMPACTED TO 90% STANDARD PROCTOR TO TOP OF PIPE PIPE BEDDED TO SPRINGLIKE IN GRANULAR MATERIAL MINIMUM 4" BELOW INVERT OF PIPE, COMPACTED TO 90% STANDARD PROCTOR ;HTLV COMPACTED ,CKFILL TO RINGLINE OF PIPE DISTURBED EARTH BACKFILL COMPACTED TO 80% STANDARD PROCTOR TO TOP OF PIPE PIPE BEDDED IN SAND, GRAVEL, OR CRUSHED STONE TO 1 /8th PIPE DIAMETER, 4" MINIMUM �11�Ir1�1101:a:3�rl liar SEE DETAIL 2.05-02 FOR ALLOWABLE DEPTHS TRENCH WIDTH THE MINIMUM TRENCH WIDTH SHALL BE THE NOMINAL PIPE DIAMETER PLUS 24", EXCEPT THAT THE MINIMUM TRENCH WIDTH SHALL NOT BE LESS THAN 48" IN ANY CASE NOTES: 1. MINIMUM ALLOWABLE DEPTH OF COVER IS 3 FT. 2. IN ROCK OR WET SOIL, PIPE MUST BE BEDDED IN AT LEAST 6" OF CRUSHED STONED EMBEDMENT MATERIAL BELOW THE INVERT OF THE PIPE. 3. GRANULAR MATERIALS ARE DEFINED PER THE AASHTO SOIL CLASSIFICATION SYSTEM (ASTMD3282) OR THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487), WITH THE EXCEPTION THAT GRAVEL BEDDING/BACKFILL ADJACENT TO THE PIPE IS LIMITED TO 2" MAXIMUM PARTICLE SIZE PER ANSI/AWWA C600 4. THESE PIPES ARE ADEQUATE FOR DEPTHS OF COVER FROM 3 FT. UP TO THE MAXIMUM SHOWN INCLUDING AN ALLOWANCE FOR A SINGLE H-20 TRUCK WITH A 1.5 IMPACT FACTOR UNLESS NOTED. 5. RING DEFLECTION LIMITED TO 3%, MINIMUM SAFETY FACTOR OF 2. EARTH LOAD BASED ON SOIL WEIGHT OF 120 PCF. REVISED 10/25/11 TO SPECIFY TRENCH WIDTH- DN NOTES: 1. WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION. 2. FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARY CONVENIENCES WITHIN A SINGLE BUILDING, MAY BE CONNECTED TO A 4" MSD GRAVITY SERVICE LINE PROVIDED THAT GRAVITY FLOW WILL BE MAINTAINED DURING PROPOSED MAXIMUM DISCHARGE RATE FOR THE GRINDER OR EFFLUENT PUMP(S). 3. WHERE COVER IS LESS THAN 3 FT. DUCTILE IRON MUST BE USED. 4. WHERE DUCTILE IRON IS REQUIRED RISER MAY BE CONSTRUCTED WITH SCH. 40 PVC COUNTERSUNK PVC PLUG CLEANOUT BOX INSTALLED ON B" OF COMPACTED PIPE EMBEDMENT MATERIALS CONNECT TO EXISTING SEWER SERVICE WITH APPROVED COUPLING OR INSTALL PVC PLUG FOR FUTURE SERVICE. WHEN REQUIRED BACKFLOW VALVES SHALL BE INSTALLED ON PORTION OF LATERAL TO BE MAINTAINED BY PROPERTY OWNER. 2' MAX. UNLESS OTHERWISE INDICATED BEND GLUED CAP NOTE: CUT OFF EXTENSION TO CONNECT HOUSE SERVICE (PROVIDE MINIMUM COVER OF 30") AND INSTALL CLEAN-OUT SEE DETAIL 2.07--03 FOR ADDITIONAL NOTES Maximum Depth of Cover for Ductile Iron Pipe w/ Cement Lining Pipe Size Class 2 ROPES BUTYL r eW 0: i •'�.Y0 RUBBER Type 1 Type 2 Type 3 Type 4 Type 5 4 350 53 61 69 85 100 6 350 26 31 37 47 65 $ 350 16 20 25 34 50 10 350 11 15 19 28 45 12 350 10 15 19 28 44 14 250 — 11 15 23 36 14 300 — 13 17 26 42 14 350 — 14 19 27 44 16 250 — 11 15 24 34 16 300 — 13 17 26 39 16 350 — 15 20 28 44 18 250 — 10 14 22 31 18 300 — 13 17 26 36 18 350 — 15 19 28 41 20 250 — 10 14 22 30 20 300 — 13 17 26 35 20 350 — 15 19 28 38 24 200 — 8 12 17 25 24 250 — 11 15 20 29 24 300 — 13 17 24 32 24 350 — 15 19 28 37 30 200 — 8 12 16 1 24 30 250 — 11 15 19 27 30 300 — 12 16 21 29 30 350 — 15 19 25 33 36 200 — 8 12 15 23 36 250 — 10 14 18 25 36 300 — 12 16 20 28 36 350 — 15 19 24 32 42 200 — 8 12 15 22 42 250 — 10 14 17 25 42 300 — 12 16 20 27 42 350 15 19 23 32 48 200 — 8 11 15 22 48 250 — 10 13 17 24 48 300 — 12 15 19 27 48 350 — 15 18 22 30 54 200 — 8 11 14 22 54 250 — 10 13 16 24 54 300 — 13 15 19 27 54 350 — 15 18 22 30 60 200 — 8 11 14 22 60 250 - 10 13 16 24 60 300 - 13 15 19 26 60 350 - 15 18 22 30 64 200 •- 8 11 14 21 64 250 - 10 13 16 24 64 300 - 12 15 19 26 64 350 -- 15 1 17 21 29 SOURCE: Ductile Iron Pipe for Wastewater Applications, DIPRA 2006 24" MIN. IN ROADS 4"MIN.CLEARANCE FROM BOTTOM OF COVER TO TOP OF CLEANOUT COUNTERSUNK PLUG 3"MIN. 4" OR 6" SEWER CLEANOUT RISER PIPE ❑❑❑❑�NOTE: � ❑❑❑❑❑ / 1. ALL SANITARY SEWER CLEAN OUT BOXES_ AND COVERS SHALL BE MANUFACTURED FROM GRAY IRON (CAST IRON) MEETING THE REQUIREMENTS OF AWWA C110 AND ASTM A536. 2. ALL SANITARY SEWER CLEAN OUT BOXES AND COVERS SHALL CONFORM TO PARAGRAPH 2.01(d) OF ITEM II, SECTION VI OF MSD's TECHNICAL SPECIFICATIONS (MADE IN THE U.S.A.) 3. NON -TRAFFIC _LOCATIQNS; SANITARY SEWER CLEANOUT BOXES AND COVERS SHALL BE AS MANUFACTURED BY EAST JORDAN IRON WORKS MODEL 1566 (OR APPROVED EQUAL) 4. TRAFFIC LOCATIONSSANITARY SEWER CLEANOUT BOXES AND COVERS SHALL BE AS MANUFACTURED BY EAST JORDAN IRON WORKS MODEL 1574 (OR APPROVED EQUAL) REVISED 9/5/12 -(LARGER INSIDE "MIN. z co 6"MIN. WASHED STONE BASE NOTE: FITTINGS SHALL BE THE SAME MATERIAL AS EXIST. SEWER F WYE PE X PE NIPPLE SLEEVE FLOW EXISTING SEWER t EXISTING SEWER #57 STONE TO SPRINGLINE SEE SERVICE CONNECTION DETAIL 0 NOT EOR USE ON NEW CONSTRUCTION. STANDARD DETAIL Metropolitan Sewerage District of Buncombe County, North Carolina SERVICE CONNECTION TO EXISTING SEWER APPROVED: FEBRUARY 25, 2010 2.07-01 CAST IRON FRAME & COVER 12" MAX. BRICK ADJUSTMENT 2-DE LE PS EIL "A" �,4'— 0" MINIMUM F W cn 0_ ¢Q U = P.LdU) :. D� W j W w Ld Jaz oz¢ 0U' U U FLEXIBLE (MANHOLE SLEEVE OR ENTRANCE JOINT PIPE EMBEDMENT '-UNDISTURBED MATERIAL SECTION A—A MANHOLE NOTES: 1. FOR MANHOLES LARGER THAN 4 FT. DIA., MAINTAIN FULL MANHOLE DIA. TO 6 FT. ABOVE INVERT BENCH. 2. FOR 5 FT. AND 6 FT. DIA. MANHOLES, USE A TRANSITION CONE TO REDUCE TO 4 FT. DIA. FOR 7 FT. TO 10 FT. DIA. MANHOLES, USE A TRANSITION TOP TO REDUCE TO 4 FT. DIA. GROUT INSIDE JOINT ► •- 2 ROPES BUTYL r eW 0: i •'�.Y0 RUBBER w SEALANT N DETAIL "A" C71 0 0 W z 0 PIPE EMBEDMENT MATERIAL MANHOLE STEPS �! �. U �Ca •tq �• r eW 0: i •'�.Y0 _14 w F_' N U C71 D ❑ Z 0 U _o wLU � o w� J Q W �U) d w (1J J ❑ Z_ F ~ co ❑ J w : CENTERLINE OF �. INLET PIPING IS zF NOT ALLOWED IN CD z 1--�� = EITHER QUADRANT 0 ; .. -• Co ADJOINING THE 4—� � � MANHOLE OUTLET. Q l U SECTIONAL PLAN _6" MIN. PIPE EMBEDMENT MATERIAL NOTE: MANHOLE STEPS TO BE VERTICALLY IN LINE WITH "INVERT OUT". REVISED 10/24/11 TO LOCATE STEPS OVER INV. OUT IN ALL CASES 4--' U 4�- +•-i Icy— V) �Ca •tq �• r eW 0: i •'�.Y0 (U 11 F_' N C71 D ❑ Z •c>s U _o wLU � o Q J Q W �U) d w (1J J ❑ Z_ F ~ co ❑ J w C73+ o 0 CD z 1--�� in z 0 4—� � Q U U Q a ¢ 0 0 z o 5.: Y M o o z ¢ � 0 a- Q U ¢ C!) V) �Ca •tq �• r eW 0: i •'�.Y0 11 F_' C!) V) o F_' z a_ U _o wLU N u~wi W �U) � �r Z_ F ~ U 0 0 0 CD z z z 0 a � U U Q 0 0 z z U o z C!) NO SERVICE TO BE CONNECTED IN THIS QUADRANT BACKFILL TO LEVEL OF NEW PAVEMENT• FLOW SERVICE PLAN SERVICE MATCH CROWNS WHEN CONNECTING SERVICES TO MANHOLES A. r . - SECTION 1)�" OF BITUMINOUS SURFACE COURSE, TYPE RSF OR SF 9.5A, COMPACTED TO 90% OF MAXIMUM LABORATORY DENSITY. STANDARD RING AND COVER \\\\\\\\\\\\\\\.\\\ 5/8"0 LIFTING BAR (TYP.) CONCRETE ANCHOR BOLTS (IF REQUI MATCH FRAME TO EXISTING GRADE 11 FOR LANDSCAPED LOCATIONS a W �0 J vW D ao z 2"xl /4" BUTYL �Q J PRECAST MANHOLE 1 `FOURRETE (4) MIN. BOLT FRAME SET IN NON -ROADWAY LOCATION " MAX. GROUTS 'rJ�JJJrJrr rrrJ JrrrJ BRICK GROUT JJrJrJJrJJJJ ALL JOINTS ACHINED SURFACES 2"x1 /4" BUTYL k' 3 BRICKS - (MAX.) RECAST MANHOLE AVEMENT PRECAST CONCRETE GRADE RING FRAME SET IN ROADWAY LOCATION NOTE: STANDARD DETAIL 1. WHERE M.H. IS IN ROAD SHOULDER AND Metropolitan Sewerage District of ROAD DOES NOT HAVE CURB AND GUTTER, Buncombe County, North Carolina DO NOT USE ANCHOR BOLTS IN FRAME. 2. "MSD OF BUNCOMBE COUNTY" TO APPEAR STANDARD MANHOLE FRAME & COVER ON COVERS ONLY WHEN THE SEWER SYSTEM IS TO BE MAINTAINED BY MSD APPROVED: FEBRUARY 25, 2010 2.11-08.1 FACE OF RIP -RAP SHALL NOT EXTEND OUT INTO THE RIVER OR STREAM BEYOND ORIGINAL BANK, RIP -RAP MAY BE TERMINATED AT SOME POINT BELOW TOP OF BANK AT THE DISCRETION OF THE ENGINEER. BANK SHALL BE COVERED WITH "EXCELSIOR" AND RE-VEGITATED ABOVE THAT LEVEL. RESTORE TO PRE - CONSTRUCTION ELEVATIONS BREAKDOWN AND REMOVE PORTION EXISTING AND OF MANHOLE TO A POINT 3'-0" FINISH GRADE _ _ — BELOW FINISH GRADE 3'-0" I I � MANHOLE TO BE ABANDNED i I WATERTIGHT MASONRY PLUG PIPE DIA. + 1'-0" TYPICAL i FILL AS SPECIFIED UNDER "TRENCH BACKFILL" FILL WITH MATERIAL THAT IS NON-COMPRESSIBLE WATERT/ GH T MASONRY PLUG MANHOLE ABANDONMENT PROCEDURE (SEE SECTION 2.21 OF SPECIFICATIONS FOR ADD'L INFORMATION) MANHOLES WHICH ARE TO BE ABANDONED WILL FIRST HAVE BOTH INFLUENT AND EFFLUENT LINES PLUGGED INSIDE THE MANHOLE WITH WATERTIGHT MASONRY. THE MINIMUM LENGTH OF WATERTIGHT MASONRY PLUGS WILL BE THE DIAMETER OF THE ABANDONED PIPE PLUS ONE FOOT. THE MANHOLE WILL THEN BE FILLED WITH INCOMPRESSIBLE MATERIAL (CRUSHED STONE OR AS APPROVED), TO A POINT THREE FEET (3'-0") BELOW THE FINISH GRADE. THE REMAINDER OF THE MANHOLE SHALL BE BROKEN DOWN AND REMOVED. THEN THE EXCAVATION SHALL BE BACKFILLED TO FINISH GRADE AS SPECIFIED UNDER TRENCH BACKFILL. EXISTING MATTING PLACED FLUSH WITH BANK PAVEMENT MEET GUTTER SURFACE, LAP OVER DOWNSTREAM/ ELEVATION DOWNSLOPE SEAMS / / 1' MIN, OVERLAP CLASS I ! ! " RIP -RAP 12" WOOD STAKE PLACED IN S O.C. DIAMOND PATTERN EXISTING BASE COURSE <� jr 4" OF BITUMINOUS CONCRETE BINDER COURSE TYPE 1 19.08 IN TWO -2" LIFTS COMPACTED TREATMENT FOR TO 92% MAXIMUM LABORATORY DITCH LINE SECTION DENSITY. -Y4" M A XAJ EXISTING PAVEMENT EXISTING BASE COURSE NOTES: 1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, AND GROOMED CLEAN OF DUST PRIOR TO APPLICATION OF TACK COAT. TREATMENT FOR C & G SEC11ON FILTER -FABRIC 18" (MIN.) CHECK DRAWINGS FOR SPECIFIC LOCATIONS THAT MAY REQUIRE RIP -RAP DEPTHS GREATER THAN 2' CONCRETE ENCASEMENT EXTENDED TO TOP OF STREAMBANK EACH SIDE OF STREAM OR TO STATIONS SPECIFIED ON DRAWINGS BANK PROTECTION AT STREAWRIVER CROSSINGS N.T.S. SMOOTH SURFACE, REMOVE ALL DEBRIS AND SEED/MULCH BEFORE PLACING MATTING MATTING ANCHORED 1' BELOW STREAM BED Depths of Paving Courses for Pavement Repairs Requiring Binder Classification Base Course Binder Surface Course Municipal Street* 8" ABC compacted to 4" Concrete binder course 2" of RSF or SF 9.5A � 100% standard proctor Type 1 19.OB or S9.58 compacted to 90% of compacted to 92% maximum lab density � V � W ❑ maximum lob density Biltmore Forest 8" ABC compacted to 4" Concrete binder course 1" of RSF or SF 9.5A 100% standard proctor Type 1 19.0B compacted compacted to 90% of N to 92% maximum lab maximum lab density density NCDDT road 8" ABC compacted to 6" Concrete binder course 2" of RSF or SF 9.5A 100% standard proctor Type 1 19.OB compacted compacted to 90% of Q a U U) to 92% maximum lab maximum lob density density �4-- Heavy Duty Commercial 8" ABC compacted to 4" Concrete binder course 1.5" of RSF or SF 9.5A Drive 100% standard proctor Type 1 19.OBcompacted compacted to 90% of Q to 92% maximum lab maximum lab density a density *-Municipal streets include all streets that fall under the jurisdictions of the City of Asheville, Black Mountain, Montreat, Weaverville, and Woodfin. 17'-6" (TYP) • IzIm:LT.y11111115i1i191:�y9 DRY UNDISTURBED EARTH TRENCH WIDTH VARIES 2'-0" J-0 NOTES: 1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, AND BROOMED CLEAN OF DUST PRIOR TO APPLICATION OF TACK COAT. 2. EDGES AND OVERLAY AREAS TO BE TACKED WITH RC OR AC -1 SPECIAL TACK SURFACE COURSE BITUMINOUS TACK COAT BINDER AGGREGATE BASE COURSE TRENCH BACKFILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR IN 6" LIFTS. INITIAL BACKFILL SEE TRENCH DETAILS. . .... Q r�, 1l N } p v �n � O G� � V � W ❑ „�� C) a1Ul N 0 z o W Q a U U) rd N �4-- V) V) Q a O m Ne Cn Lj O e7 w a_ = = a- 0 U Q zV) 0 Z a_ a iV) � W U _ ? z w w co rn Ga LL! (0 z rz � o i z P C) w � c� z zz 0 z U 1 O z z o z: �RICT• �N,�& �i s r�, 1l N } S � O G�