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Home My WebLink AboutAttachment B - Impact Figures(REVISED)(red)BENCHMARK GROUND CONTROL FOR SURVEY PROVIDED BY MERRICK & CO, INC. CONTACT LIST OWNER CITY OF MORGANTON WATER RESOURCES DEPARTMENT 305 E. UNION STREET, SUITE A100 MORGANTON, NC 28655 EMAIL:BBORIS@CI.MORGANTONNC.GOV CONTACT: BRAD BORIS ENGINEER MERRICK & COMPANY 301 SOUTH MCDOWELL ST. SUITE 300 CHARLOTTE, NC 28204 EMAIL: RHUTCHINSON@MERRICK.COM PHONE: 704-817-0008 CONTACT: REBECCA HUTCHINSON CITY ENGINEER CITY OF MORGANTON DEVELOPMENT AND DESIGN SERVICES/ENGINEERING DIVISION 305 E. UNION STREET, SUITE A100 MORGANTON, NC 28655 EMAIL: MSCLARANDIS@MORGANTONNC.GOV PHONE: 828-438-5263 CONTACT: MARIO SCLARANDIS CITY DEVELOPMENT AND DESIGN SERVICES DIRECTOR CITY OF MORGANTON DEVELOPMENT AND DESIGN SERVICES 305 E. UNION STREET, SUITE A100 MORGANTON, NC 28655 EMAIL: WSMITH@MORGANTONNC.GOV PHONE: 828-438-5270 CONTACT: WENDY SMITH CITY ELECTRICAL SERVICES DIRECTOR CITY OF MORGANTON ELECTRIC SERVICES 305 E. UNION STREET, SUITE A100 MORGANTON, NC 28655 EMAIL: BKIRBY@MORGANTONNC.GOV PHONE: 828-438-5284 CONTACT: BROOKS KIRBY CITY OF MORGANTON BOST RD SEWER IMPROVEMENTS PROJECT BURKE COUNTY, NORTH CAROLINA SHEET INDEX VICINITY MAP 1" = 1000' PUMP STATION SITE CA T A W B A R I V E R N G R E E N S T SAN F O R D D R BO S T R D S T M A R Y S C H U R C H R D SR 1 2 6 Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - M o r g a n t o n B o s t R d \ C A D \ C D s \ 1 0 9 3 - C o v e r . d w g 3 / 9/ 2 0 2 3 6 : 1 9 : 5 3 A M Gravity Sewer Size Quantity 8" PVC 2909 LF 8" DIP 137 LF 48" Manholes 15 Forcemain Size Quantity 8" PVC 3340 LF 8" HDPE 600 LF (plan) 8" DIP 165 LF Air Release Valves 4 SUMMARY OF SEWER MAINS & MANHOLES Sheet Number Sheet Title G1.1 Cover Sheet G1.2 General Notes CD1.1 Pump Station Demolition Plan C1.1 Pump Station Site Plan C1.2 Pump Station Paving and Grading Plan C1.3 Pump Station Piping and Utilities Plan C2.1 Gravity Sewer Plan & Profile STA 0+00 - 11+00 C2.2 Gravity Sewer Plan & Profile STA 11+00 - 20+50 C2.3 Gravity Sewer Plan & Profile STA 20+50 - 28+89 (END) C2.4 Force Main Plan & Profile STA 0+00 - 11+00 C2.5 Force Main Plan & Profile STA 11+00 - 23+00 C2.6 Force Main Plan & Profile STA 23+00 - 34+00 C2.7 Force Main Plan & Profile STA 34+00 - 41+28 (END) CE2.1 Erosion Control Site CE2.2 Erosion Control Gravity Sewer CE2.3 Erosion Control Force main CE2.4 Erosion Control Force main CE2.5 Erosion Control Lift Station and Access Dr C3.1 Civil Details C3.2 Civil Details CE3.1 Erosion Control Details CE3.2 Erosion Control Details CE3.3 Erosion Control Details CE3.4 Erosion Control Details CE3.5 Erosion Control Details M1.1 Lift Station Plan Views M1.2 Lift Station Section M1.3 Lift Station Details M1.4 Lift Station Details S1.1 Abbreviations, Drawings, Legends & Sheet Index S1.2 General Notes S2.1 Foundation Plan S3.1 Framing Plan S3.2 Roof Plan S4.1 Section S5.1 Typical Details & Schedules S5.2 Typical Details S5.3 Typical Details E1.1 Symbol Legend and Abbreviations ED2.1 Electrical Demolition Site Plan E2.1 Electrical Equipment, Lighting Site Plans & Elevations E4.1 Electrical Riser Diagram and Schedules I1.1 Instrumentation P&ID Symbols and Abbreviations I2.1 Instrumentation P&ID Pump Station and Valve Vault 100-YR FLOODPLAIN FLOODWAY FLOODWAY 100-YR FLOODPLAIN Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - C o v e r . d w g 3 / 7 / 2 0 2 3 1 0 : 3 5 : 3 2 P M GENERAL CONSTRUCTION NOTES 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS, THE APPROPRIATE EDITION OF THE GOVERNING JURISDICTION DESIGN AND CONSTRUCTION STANDARDS, THE STORMWATER MANAGEMENT PLAN, AND ALL REQUIRED PERMITS ON SITE AT ALL TIMES. 2. ALL CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE EDITION OF THE GOVERNING JURISDICTION STANDARDS AND SPECIFICATIONS. 3. THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL BALANCE DUE TO VARIOUS FIELD CONDITIONS, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES, AND CONSTRUCTION METHODS THAT ARE BEYOND THE CONTROL OF THE ENGINEER. 4. MERRICK & COMPANY IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS, OR PROGRAMS UTILIZED IN CONNECTION WITH THE WORK. MERRICK WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL CALL THE NATIONWIDE UTILITY CONTACT NUMBER (811) OR LOCAL UTILITY LOCATE SERVICE, TO REQUEST LOCATES OF ALL UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS WERE TAKEN FROM THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. HOWEVER, THEY ARE APPROXIMATE AND ARE NOT RELIABLE FOR CONSTRUCTION PURPOSES AND MAY NOT INCLUDE ALL THE UTILITIES THAT EXIST ON THE PROJECT SITE. THEREFORE, THE CONTRACTOR IS ENCOURAGED TO CONDUCT THEIR OWN UTILITY INVESTIGATION AS THEY WILL BE ASKED TO PARTICIPATE IN RESOLVING CONFLICTS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, EXISTING TOPOGRAPHIC DATA, AND LOCATIONS OF ALL UTILITIES PRIOR TO INITIATING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES ON THE PROJECT SITE. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE PROJECT PLANS, SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND NO ADDITIONAL COST TO THE OWNER. NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND PRIOR TO INITIATING ANY WORK. 8. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE THE WORK AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. A COPY OF ALL PERMITS SHALL BE MAINTAINED ON-SITE AT ALL TIMES. 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 10. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY OF ALL PERSONNEL AND EQUIPMENT ON THE PROJECT SITE AT ALL TIMES, AND IS NOT LIMITED TO NORMAL WORKING HOURS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS. 11. TRAFFIC CONTROL SHALL BE PROVIDED TO THE EXTENT NECESSARY TO COMPLETE THE WORK. IF NECESSARY, CONTRACTOR SHALL PREPARE, SUBMIT, AND OBTAIN APPROVAL OF A TRAFFIC CONTROL PLAN AND PERMIT FROM THE ENTITY HAVING JURISDICTION OVER THE ROADS AND PUBLIC RIGHTS-OF-WAY. TRAFFIC CONTROL STANDARDS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. TRAFFIC CONTROL AND ASSOCIATED PLAN SUBMITTAL AND PERMITTING COSTS SHALL BE INCLUDED IN THE COST OF THE PROJECT. 12. ALL WASTE MATERIALS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED LANDFILL PERMITTED TO ACCEPT THAT PARTICULAR TYPE OF WASTE. 13. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER OR HIS DESIGNATED REPRESENTATIVE MAY CAUSE THE WORK TO BE DEEMED UNACCEPTABLE. 14. TO THE EXTENT NECESSARY FOR THIS PROJECT, CONTRACTOR SHALL INSTALL INITIAL SEDIMENTATION AND EROSION CONTROL MEASURES PRIOR TO INITIATING ANY WORK ON THE PROJECT SITE. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL FINAL STABILIZATION AND REVEGETATION IS APPROVED BY THE COUNTY AND/OR CITY. 15. THE PROJECT PLANS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE COMPLETED PROJECT IN A COMPLETE AND OPERABLE CONDITION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND PROVIDE ALL LABOR NECESSARY TO COMPLETE THE PROJECT IN A NEAT AND PROFESSIONAL MANNER, INCLUDING ALL INCIDENTALS NECESSARY TO COMPLETE THE WORK, WITHOUT ADDITIONAL COST TO THE OWNER. 16. NOTIFY INSPECTORS OF ALL WORK ACTIVITY AT LEAST 48 HOURS IN ADVANCE. 17. ANY INSPECTION BY THE GOVERNING AGENCY OR THE ENGINEER, SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. 18. ANY DISRUPTION IN UTILITIES SHALL BE COORDINATED AT LEAST 24 HOURS IN ADVANCE WITH THE UTILITY OWNER, PROJECT OWNER, EMERGENCY PROVIDERS, ALL IMPACTED LOCAL RESIDENTS, AND IMPACTED BUSINESS OWNERS. METHOD OF NOTIFICATION SHALL BE SUBJECT TO APPROVAL OF THE PROJECT OWNER AND AFFECTED UTILITY OWNER. 19. MAINTAIN EMERGENCY VEHICLE ACCESS TO AND THROUGH THE PROJECT SITE AT ALL TIMES. 20. THE CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF EXISTING UTILITIES AND SURFACE CONDITIONS DISTURBED BY CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE OWNER, PROPERTY OWNER, AFFECTED UTILITY, OR LOCAL JURISDICTION. ALL SURFACE AND UTILITY RESTORATION SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL SURFACE RESTORATION SHALL BE REPLACED WITH LIKE KIND, SIZE, AND TYPE OF IMPROVEMENT THAT EXISTED PRIOR TO INITIATING CONSTRUCTION. 21. THE PROJECT PLANS AND SPECIFICATIONS AS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, FOR AND ON BEHALF OF MERRICK AND COMPANY, REPRESENT THE FINAL CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THE USE OF ANY ELECTRONIC OR OTHER MEDIA PURPORTING TO REPRESENT THE FINAL CONSTRUCTION DOCUMENTS FOR THIS PROJECT SHALL NOT BE RELIED UPON AS FINAL CONSTRUCTION DOCUMENTS. SHOULD THERE BE A CONFLICT BETWEEN SEALED DRAWINGS AND ELECTRONIC OR OTHER MEDIA FILES, THE SEALED DRAWINGS SHALL GOVERN. EACH USER OF ANY ELECTRONIC OR OTHER MEDIA WAIVES AND RELEASES MERRICK FROM ALL ACTIONS, CLAIMS, DAMAGES, ACTIONS, OBLIGATIONS, AND LIABILITIES OF ANY KIND OR NATURE WITH RESPECT TO THE ELECTRONIC OR OTHER MEDIA FILES. 22. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR OR ANY SUBCONTRACTOR. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF ANY PROBLEMS OR POTENTIAL PROBLEMS IN CONFORMANCE TO THE DESIGN LINE AND GRADE FOR ANY ELEMENT OF THE CONSTRUCTION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS. 24. IN THE EVENT THE CONTRACTOR ALLOWS, AUTHORIZES, APPROVES OR CONSTRUCTS ITEMS THAT DIFFER FROM THE APPROVED PLAN, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS, WITHOUT WRITTEN APPROVAL BY THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LIABILITY ARISING FROM SUCH CHANGES. 25. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY CONSTRUCTION EASEMENT AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED, AND STAGING AREAS PROCURED BY THE CONTRACTOR. LIMITS OF DISTURBANCE ARE THE PERMANENT RIGHT OF WAY IF NO TEMPORARY CONSTRUCTION EASEMENT EXISTS. CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS OF THE TEMPORARY CONSTRUCTION EASEMENT, EXCEPT WHERE TREE PROTECTION IS SHOWN ON THE DRAWINGS. 26. THE SEDIMENTATION FENCE SHALL BE LOCATED AN ADEQUATE DISTANCE FROM THE LIMITS OF DISTURBANCE TO ALLOW FOR INSTALLATION, STORAGE, MAINTENANCE AND DECOMMISSIONING OPERATIONS. ADDITIONALLY, LOCATING THE SEDIMENT FENCE AWAY FROM THE LIMITS OF DISTURBANCE MAY HELP PREVENT OFFSITE SEDIMENTATION. 27. IF ADDITIONAL AREAS OUTSIDE THE EXISTING LIMITS OF DISTURBANCE ARE REQUIRED BY THE CONTRACTOR, A PLAN SHOWING THE REVISED LIMITS OF DISTURBANCE MUST BE SUBMITTED TO NC DEQ REGIONAL OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR REHABILITATING ANY ADDITIONAL AREAS UTILIZED DURING CONSTRUCTION TO EQUAL OR BETTER THAN EXISTING CONDITION. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEVICES IN ALL AREAS UTILIZED BY THE CONTRACTOR TO CONSTRUCT THE PROJECT INCLUDING STAGING, STORAGE, ONSITE STOCKPILING AND OFFSITE STOCKPILING AND OFFSITE DISPOSAL AREAS. CONTRACTOR SHALL FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND REHABILITATING STAGING, STORAGE, OR STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ONTO ADJACENT ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY. FOLLOWING COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL. 28. AS PER NCDEQ CONSTRUCTION GENERAL PERMIT NCG01, PERIMETER DIKES, SWALES, DITCHES AND SLOPES, DISTURBED AREAS WITHIN HIGH WATER QUALITY (HWQ) ZONES, AND SLOPES STEEPER THAN 3H: 1 V FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 CALENDAR DAYS. ALL OTHER SLOPES OF 3H:1V OR FLATTER, EXCEPT THOSE WITH SLOPES GREATER THAN 50 FEET IN LENGTH OR WITHIN HWQ ZONES, FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS. CONTRACT DOCUMENTS SUPERCEDE CW DESIGN STANDARDS. 29. SOIL EXPLORATION WORK (IF APPLICABLE) MAY BE PROVIDED FOR INFORMATION ONLY AND IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION IS MADE OR WILL BE GIVEN BY THE CONTRACTOR CONCERNING ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. CONTRACTOR SHALL CONDUCT ALL INVESTIGATIONS AND TESTING THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING SUCH CONDITIONS PRIOR TO CONSTRUCTION. SOIL BORING PROFILE ELEVATIONS ARE APPROXIMATE. 30. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END OF EACH WORK DAY. 31. ANY LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NC AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS OR MONUMENTS PER NCDOT 806.01. 32. CONTACT PROJECT INSPECTOR IMMEDIATELY REGARDING ANY CONFLICTS THAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS. 33. FOR ALL TIE-IN PIPING OR CROSSINGS, CONTRACTOR SHALL VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE OWNER AND ENGINEER OF ANY CONFLICTS. 34. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER PHYSICAL FEATURES SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION, IN BOTH NEW AND EXISTING RIGHTS-OF-WAY AND WITHIN ANY TEMPORARY EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE THE RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE FULLY RESTORED TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 35. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE PUMPED THROUGH A FILTER BAG. 36. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE REQUIRED BASED ON FIELD CONDITIONS AS DIRECTED BY ENGINEER. 37. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS ASSOCIATED WITH THE MAIN ALIGNMENT OR ASSOCIATED BRANCH ALIGNMENTS THAT OCCUR AS A RESULT OF CONSTRUCTION ACTIVITIES AND ASSOCIATED FINES FROM STATE REGULATORY AGENCIES. 38. PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION. MAINTAIN PROTECTION UNTIL DISTURBED AREAS ARE STABILIZED WITH GROUND COVER SUFFICIENT TO RESTRAIN EROSION. 39. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR OTHER AREAS OF CONCENTRATED FLOW WHERE SLOPE IS GREATER THAN 2%. 40. CONTRACTOR TO DIG TEST PITS AND DETERMINE ELEVATION OF ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION. 41. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE CRITICAL TO THIS SEWER INSTALLATION. CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY LINES AND GRADES THROUGHOUT THE INSTALLATION PROCESS AND DOCUMENT ON CONSTRUCTION RECORD DRAWINGS. 42. EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED AND PROPERLY PERMITTED OFFSITE LOCATION. CONTRACTOR SHALL PROVIDE TO ENGINEER PROOF OF PERMIT. 43. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION HAS CLEARED THE FENCE LINE. TEMPORARY FENCES THAT PROVIDE EQUAL SECURITY SHALL BE ERECTED UNTIL THE EXISTING FENCE CAN BE RESET. 44. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 45. CONTRACTOR TO SUBMIT TRAFFIC CONTROL & SAFETY PLAN FOR APPROVAL PRIOR TO SHUTTING DOWN ANY PORTION OF ANY ROADWAY. CONTACT AUTHORITY HAVING JURISDICTION TWO WEEKS PRIOR TO ANY CONSTRUCTION. ONE LANE MUST BE OPEN AT ALL TIMES ON QUAIL PARK DR. 46. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS THAT HAVE BEEN OBTAINED AND ALL AVAILABLE LOCAL, STATE AND FEDERAL REGULATIONS. SEE SPECIAL PROVISIONS. 47. EXCAVATED MATERIALS SHALL NOT BE PLACED ON ROADWAY OR SIDEWALK. 48. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE AND ADJACENT PROPERTIES ACCESSIBLE FOR EMERGENCY VEHICLES AT ALL TIMES. 49. CONTRACTOR SHALL AVOID EXISTING SEPTIC TANKS AND WELLS, INCLUDING ANY REQUIRED SETBACKS OR BUFFERS. 50. ALL LANDSCAPE AREAS DISTURBED WITHIN STREET RIGHT-OF-WAY WILL BE REPAIRED PER STANDARD SPECIFICATIONS OF NCDOT WITH POSITIVE DRAINAGE. 51. CONTRACTOR ENTRY/EXIT TO PROJECT IS LIMITED TO FOUR DIFFERENT ACCESS POINTS. 1) TEMPORARY ACCESS OFF BOST RD THROUGH AN EXISTING PRIVATE DRIVE ONTO PARCEL 1794328709, 2) PERMANENT ACCESS OFF OF BOST RD AT PROPOSED ACCESS EASEMENT ONTO PARCEL1794518195, 3) TEMPORARY ACCESS OFF CATAWBA MEADOWS DR. ONTO PARCEL 1794737408 (CATAWBA MEADOWS PARK), AND 4) TEMPORARY ACCESS FROM AN EXISTING PRIVATE DRIVE ONTO PARCEL 1794218321. PERMISSION MUST BE OBTAINED FROM ALL IMPACTED PROPERTY OWNERS BY THE CONTRACTOR. CONTRACTOR MAY, AT THEIR OPTION, OBTAIN ADDITIONAL ACCESS AND WORK AREAS FROM PRIVATE PROPERTY OWNERS AT NO ADDITIONAL COST TO THE OWNER AND WHILE ADHERING TO ALL CONTRACT REQUIREMENTS. ADDITIONAL AREAS OUTSIDE THE EXISTING ACCESS ROADS MUST BE SUBMITTED TO NC DEQ REGIONAL OFFICE FOR REVIEW AND APPROVAL. 52. CONTRACTOR SHALL ENSURE THE SITE IS STABILIZED DAILY AND NO MORE THAN 25 LF MAY BE LEFT OPEN. CITY OF MORGANTON STANDARD NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF MORGANTON ENGINEER. THE CITY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT AND DESIGN SERVICES DEPARTMENT/ENGINEERING DIVISION AT 828-438-5260 AND THE WATER RESOURCES DEPARTMENT AT 828-438-5276 A MINIMUM OF 48 HOURS PRIOR TO STARTING CONSTRUCTION, AND EACH MORNING BY 9:00 A.M. THE LOCATION AND WORK TO BE PERFORMED. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO AN INSPECTION. 3. LOCATION OF EXISTING UTILITIES AND SEWER TIE-INS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. FOR INFORMATION, CONTACT: 811. 4. A PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED TO THE CITY OF MORGANTON ENGINEER FOR ACCEPTANCE WITH THE PERMIT APPLICATION. AN EXCAVATION OR PUBLIC IMPROVEMENTS CONSTRUCTION PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION. 5. THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR TWO (2) YEARS FROM THE DATE OF ACCEPTANCE/APPROVAL. IF APPLICABLE CONSTRUCTION PERMITS HAVE NOT BEEN OBTAINED, AND CONSTRUCTION STARTED WITHIN THAT TIME, THESE PLANS SHALL BE VOID AND WILL BE SUBJECT TO RE-REVIEW AND RE-ACCEPTANCE BY CITY OF MORGANTON. 6. THE CONTRACTOR SHALL RETAIN AN APPROVED SET OF PERMITTED CONSTRUCTION PLANS ON SITE AT ALL TIMES. 7. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION PRIOR TO PERMIT ISSUANCE, THE CITY REQUIRES THE WORK TO BE REINSTALLED AND THE CONTRACTOR SHALL BE FULLY LIABLE FOR ALL ACTIONS AND COSTS, INCLUDING PROSECUTION BY THE CITY OR THE STATE FOR PROCEEDING WITH INSTALLATION PRIOR TO ISSUANCE OF APPROPRIATE PERMIT(S). LEGEND PROPOSED SANITARY SEWER LINE & MANHOLE EXISTING WATER LINE & VALVE EXISTING WATER VALVE EXISTING SANITARY SEWER LINE AND MANHOLE EXISTING OVERHEAD POWER LINE & POLES EXISTING FENCE EXISTING GAS LINE EXISTING PROPERTY LINE EXISTING UNDERGROUND TELEPHONE LINE SS SS SS PROPOSED SANITARY FORCE MAIN & BENDS/DEFLECTIONS EXISTING SEWER MANHOLE PROPOSED FENCE EXISTING VEGETATION/HEDGES DOUBLE LEAF ACCESS HATCH 100 YEAR FLOODPLAIN TOP OF BANK/TOE OF BANK SSE SINGLE LEAF ACCESS HATCH GRAVEL EXISTING GUY WIRE EXISTING ELECTRIC BOX METAL GRATING EXISTING PROPOSED EXISTING RIGHT OF WAY EXISTING STORM SEWER, YARD INLET & CATCH BASIN CONSTRUCTION ACCESS EASEMENT PROPOSED ASPHALT PAVEMENT DEMOLISH EXISTING, AS INDICATED TEMPORARY CONSTRUCTION EASEMENTee CONSTRUCTION SEQUENCE - EROSION & SEDIMENT CONTROL 1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDEQ AND FILE FOR AN NPDES NCG010000 ELECTRONIC NOTICE OF INTENT (E-NOI) TO OBTAIN A CERTIFICATE OF COVERAGE (COC) UNDER THE GENERAL STORM WATER PERMIT NCG01000. 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR FROM NCDEQ TO DISCUSS EROSION CONTROL MEASURES. CONTRACTOR SHALL CONTACT THE NCDEQ DIVISION OF LAND QUALITY AT LEAST TWO (2) WEEKS BEFORE CONSTRUCTION ACTIVITIES BEGIN AT (828) 296-4621. 3. INSTALL PERIMETER SILT FENCE, SILT FENCE OUTLETS, TEMPORARY CONSTRUCTION ENTRANCES, AND TREE PROTECTION FENCE AS SHOWN ON EROSION CONTROL PLAN. 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, CLEARING AND GRUBBING MAY BEGIN. THE SEDIMENTATION FENCE SHALL BE LOCATED AN ADEQUATE DISTANCE FROM THE LIMITS OF DISTURBANCE TO ALLOW FOR INSTALLATION, STORAGE, MAINTENANCE AND DECOMMISSIONING OPERATIONS. ADDITIONALLY, LOCATING THE SEDIMENT FENCE AWAY FROM THE LIMITS OF DISTURBANCE MAY HELP PREVENT OFFSITE SEDIMENTATION. 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. CONTRACTOR SHALL STABILIZE ANY DISTURBED AREAS PER NCDEQ CONSTRUCTION GENERAL PERMIT NCG01. SEE GENERAL NOTE 28 OF 51. (THIS SHEET) 6. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 8. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS ESTABLISHED ON ALL DISTURBED AREAS, AND APPROVAL BY NCDEQ AND THE ENGINEER IS GIVEN FOR REMOVAL. 9. NO MAJOR GRADING ACTIVITIES TO TAKE PLACE DURING WET WEATHER OR PERIODS OF PREDICTED WET WEATHER 10. THE MAXIMUM LINEAR FEET OF UNSTABLE/ OPEN LAND AT ONE TIME IS XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 11. THE SITE MUST BE STORM READY BEFORE ANY EXTENDED BREAKS IN CONSTRUCTION ACTIVITIES INCLUDING WEEKENDS. 12. NOTIFY THE NCDEQ LAND QUALITY SPECIALIST WHEN THE PROJECT IS READY FOR A CLOSE OUT INSPECTION AFTER THE SITE IS PERMANENTLY STABILIZED AND ALL EROSION AND SEDIMENTATION CONTROLS REMOVED. 13. FILE FOR AN NPDES NCG010000 ELECTRONIC NOTICE OF TERMINATION (E-NOT) AFTER FINAL CLOSE OUT INSPECTION REPORT IS RECEIVED FROM NCDEQ LAND QUALITY SECTION. SANITARY SEWER EASEMENT BORE HOLE CONTRACTOR LAYDOWN AND STAGING AIR RELEASE VALVE GROUNDWATER AC AC AC EXISTING NCDOT DRAINAGE EASEMENT EMERGENT WETLANDS PROPOSED WATER LINE & VALVE UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L B6 0+ 0 0 1 + 0 0 Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - S i t e P l a n . d wg 3 / 7 / 2 0 2 3 1 0 : 3 6 : 3 6 P M FINAL PLANS NOT FOR CONSTRUCTION 5 10 20 30 400 Scale: 1" = 10' NOTES 1. EXISTING SEWER AND PUMP STATION TO REMAIN IN SERVICE UNTIL CHANGE OVER OCCURS. 1.1. TESTING TO BE SUCCESSFULLY COMPLETED BEFORE CHANGE OVER CAN BEGIN. CHECK SEQUENCING SCHEDULE. 2. REMOVE EXISTING ASPHALT DRIVE PER NCDOT AND CITY OF MORGANTON SPECIFICATIONS. 3. CONTRACTOR TO SET UP TRAFFIC SAFETY MEASURES BEFORE BEGINNING DRIVEWAY WORK. 4. EXISTING POWER POLES AND SERVICE LINES TO BE REMOVED BY DUKE ENERGY. CONTRACTOR TO SEQUENCE REMOVAL WITH CHANGE OVER TO THE NEW LIFT STATION. COORDINATE WITH ELECTRICAL PLANS. 5. EXISTING 2" FORCEMAIN TO BE ABANDONED IN PLACE. FILL WITH FLOW-FILL (CLSM) AND CAP BOTH ENDS. X LF FROM PUMP STATION TO N GREEN ST REMOVE EXISTING CHAIN LINK FENCE (TYP ALL) SAWCUT AND REMOVE EXISTING WET WELL AND VALVE VAULT STRUCTURES TO A DEPTH OF 3 FT BELOW EXISTING GRADE. FILL THE REMAINING STRUCTURE WITH FLOW-FILL (CLSM) AND ABANDON IN PLACE. SEWER CONNECTION TO BE ABANDONED IN PLACE TO EXTENT SHOWN ON PIPING AND UTILITIES PLAN. FILL W/CONCRETE REMOVE EXISTING ASPHALT DRIVEWAY, PROTECT CONCRETE APRON AND CURB IN PLACE. REMOVE EXISTING ASPHALT PAVEMENT (~137 SQ YD) REMOVE EXISTING CHAIN LINK DOUBLE SWING GATE REMOVE EXISTING ELECTRICAL PANELS. EXISTING POWER POLE AND ELECTRIC SERVICE TO BE REMOVED. SEE NOTE 4 EXISTING POWER POLE AND GUY WIRE TO BE REMOVED AND REPLACED. SEE NOTE 4. UNNAMED TRIBUTARY EXISTING PROPERTY LINE EXISTING PROPERTY LINE EXISTING SEWER TO BE ABANDONED. SEE DEMO PLAN 1900 LF FROM SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE e e e e e e e e e e e e e e e e e ee e e e e e e e S S E S S E SSE SSE S S E S S E S S E e e e e e e e e e e e AC AC AC AC AC AC AC AC AC AC AC e e B6 N =742231.187 E =1194247.208 N =742149.863 E =1194245.474 N =742138.619 E =1194302.215 N =742182.647 E =1194237.495 N =742216.760 E =1194319.604 10 1 5 10 1 5 10 1 5 1015 10 1 4 10 1 3 10 1 2 10 1 0 10 1 5 N =742164.645 E =1194253.222 N =742161.018 E =1194271.872 N =742175.742 E =1194274.736 N =742179.369 E =1194256.086 Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - S i t e P l a n . d wg 3 / 7 / 2 0 2 3 1 0 : 3 6 : 4 0 P M 5102030400 Scale: 1" = 10' FINAL PLANS NOT FOR CONSTRUCTION CHAINLINK FENCE ENTIRE PERIMETER SEE DETAIL SHEET C3.2 TOP OF BANK TOE OF BANK PROPOSED PRECAST VALVE VAULT EXISTING PROPERTY LINE TEMPORARY CONSTRUCTION LAYDOWN YARD EXISTING PROPERTY LINE PROPOSED WET WELL W/METAL PLATFORM. SEE MECHANICAL SHEETS EXISTING EMERGENT WETLAND, SEE EROSION CONTROL SHEETS RIGHT-OF-WAY RIGHT-OF-WAY UNNAMED TRIBUTARY METAL CANOPY OVER ELECTRICAL EQUIPMENT. SEE NOTE 2. 16-FT WIDE DOUBLE SWING CHAIN LINK GATE SEE DETAIL SHEET C3.2 PROPOSED PROPERTY LINE CONSTRUCTION ENTRANCE TO REMAIN AT END OF PROJECT EMERGENCY PUMP CONNECTION DISCHARGE PROTECTED BY STANDARD PIPE BOLLARDS. SEE MECHANICAL AND STRUCTURAL SHEETS. NOTES 1. ELECTRICAL PANELS TO BE PLACED ON TOP OF METAL PLATFORM. SEE ELECTRICAL SHEETS FOR PLACEMENT AND DETAILS. 2. METAL CANOPY TO PROVIDE SHADE AND COVERAGE FOR THE ELECTRICAL PANELS. SEE THE STRUCTURAL SHEETS FOR INSTALLATION OF THE CANOPY TO THE METAL PLATFORM WET WELL VENT PROTECTED BY REMOVABLE BOLLARD. SEE MECHANICAL SHEETS. 49 . 5 ' 3 3 . 5 ' 73.8' 57.9' PROPOSED PROPERTY LINE EXISTING CONTOUR LINES (TYP) 80 . 1 ' TEMPORARY CONSTRUCTION LAYDOWN YARD AND STOCKPILE LOCATION e ee e 742742=742742164.645742 53.22253.222E =1194253.22253.22253.222 16-FT WIDE DO CHAIN LINK GATEN LINK DETAIL SHEET C3.2 C DETAIL 77=77427 E DE DOU GATE 32 9.863 5.45 47454 9 5.45 47454 Herbaceous Wetland AA W1: 0.01 acre permanent impact (purple) W2: 0.01 acre temporary impact (blue) SSE SSE SSE SSE SSE SS SSE SSE SSE SSE SSE e e e e e e e e e e e e e e e e e ee e e e e e e e S S E S S E SSE SSE S S E S S E S S e e e e e e e e e AC AC AC AC AC AC AC AC A e e B6 R=23.45' 15.0 0 ' 5.00' 16.00 15.50 16.00 15.75 16.25 15.50 16.05 16.05 16.24 15.75 16.50 16.50 16.50 16.50 16.35 16.50 16.25 16.25 10.00 11.00 12.00 13.00 14.00 10 1 4 10 1 3 10 1 2 10 1 1 10 1 1 10 1 2 10 1 3 10 1 4 1012 1013 1014 1012 1013 1014 5.00' 23 . 7 3 ' 33.18' 24.66' 25 . 2 6 ' 3 3 . 7 4 ' 49 . 5 1 ' 39.97' 33.85' 19.64' 29 . 7 9 ' 19.64' R=37.22' 15.00' 5.00' 23 . 7 3 ' 25 . 0 0 ' GRADE AND SLOPE PER GRADING PLAN SUBGRADE COMPACTED TO 95% STND PROCTOR. ASTM D698ASPHALT PAVEMENT ASPHALT SURFACE: 4" I-2 BASE COURSE: 6" COMPACTED AGGREGATE BASE COURSE (CABC) SITE PAVEMENT SCALE: NONE Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - S i t e P l a n . d wg 3 / 7 / 2 0 2 3 1 0 : 3 6 : 4 7 P M 5102030400 Scale: 1" = 10' FINAL PLANS NOT FOR CONSTRUCTION NOTES 1. CONTRACTOR TO SET UP TRAFFIC SAFETY MEASURES BEFORE BEGINNING DRIVEWAY WORK. 2. PROPOSED CONSTRUCTION LAYDOWN YARD MAY HAVE GRAVEL SURFACING INSTALLED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE. AFTER CONSTRUCTION, REMOVE GRAVEL AND RESTORE TO NATURAL GROUND, HYDROSEED PER SPECIFICATIONS. PROPOSED DRIVEWAY. TIE INTO EXISTING CONCRETE APRON. ASPHALT PAVEMENT. SEE DETAIL THIS SHEET. RIGHT-OF-WAY RIGHT-OF-WAY UNNAMED TRIBUTARY TOP OF BANK TOE OF BANK PROPOSED PRECAST VALVE VAULT. FLUSH W/GRADE EXISTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED PROPERTY LINE DITCH 1. SEE EROSION CONTROL SHEETS FOR MATTING DETAILS. ROADSIDE DITCH MAT DITCH WITH NORTH AMERICAN GREEN C125 OR APPROVED EQUIVALENT TEMPORARY CONSTRUCTION LAYDOWN YARD CONSTRUCTION ENTRANCE TO REMAIN AT END OF PROJECT RESTORE TO NATURAL GROUND, HYDROSEED AREAS OUTSIDE OF FENCE LINE PER SPECIFICATIONS. RESTORE TO NATURAL GROUND, HYDROSEED AREAS OUTSIDE OF FENCE LINE PER SPECIFICATIONS. INV IN: 1012.5 FT INV OUT: 1012.0 FT 24 LF 18" RCP CLASS IV WITH RIP RAP. SEE DETAIL X, SHEET CX.X 48 LF 48" RCP Class III WITH RIP RAP. SEE DETAIL X, SHEET CX.X INV. IN: 1010.2 FT INV. OUT: 1009.7 FTPROPOSED CONTOUR LINES (TYP) EXISTING CONTOUR LINES (TYP) PROPOSED SPOT ELEVATION (TYP) PROPOSED SPOT ELEVATION (TYP) 24 LF 18" RCP CLASS IV W/RIP RAP. SEE NCDOT STND DETAIL 876.02, SHEET CE3.3 TEMPORARY CONSTRUCTION LAYDOWN YARD AND STOCKPILE LOCATION 48 LF 48" RCP CLASS III W/RIP RAP. SEE NCDOT STND DETAIL 876.02, SHEET CE3.3 Intermittent Stream B S3: 16 lf permanent impact (rip rap apron) SSE SSE SSE SSE SSE S SSE SSE SSE SSE SSE e e e e e e e e e e e e e e e e e ee e e e e e e e S S E S S E SSE SSE S S E S S E e e e e e e e e e e AC AC AC AC AC AC AC AC AC e e UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L U UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L B6 0+ 0 0 1+00 0+ 0 0 1 + 0 0 0+00 0+35 997 1000 1010 1020 997 1000 1010 1020 0+00 0+37 34.85 LF 8" PVC @ 4.05% EX M H B ST A : 0 + 3 4 . 8 5 RI M : 1 0 1 6 . 3 6 IN V O U T : 1 0 0 6 . 8 2 ( L i f t S t a t i o n ) LI F T S T A T I O N ST A : 0 + 0 0 . 0 0 RI M : 1 0 0 8 . 9 3 IN V I N : 1 0 0 5 . 4 1 ( E X M H B ) Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - S i t e P l a n . d wg 3 / 7 / 2 0 2 3 1 0 : 3 6 : 5 2 P M 5102030400 Scale: 1" = 10' FINAL PLANS NOT FOR CONSTRUCTION NOTES 1. CONTRACTOR TO CONFIRM LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES IN THE FIELD. 2. EXISTING SEWER AND PUMP STATION TO REMAIN IN SERVICE UNTIL CHANGE OVER OCCURS. 2.1. TESTING TO BE SUCCESSFULLY COMPLETED BEFORE CHANGE OVER CAN BEGIN. CHECK SEQUENCING SCHEDULE. 3. EXISTING 8" PVC TO BE ABANDONED IN PLACE BETWEEN NEW MH 2 AND EXISTING MH. PLUG THIS SEGMENT WITH FLOW-FILL (CSLM, MAKE FLUSH WITH THE INNER WALL OF THE EXISTING MH TO REMAIN. 4. CORE HOLE AND CONNECT NEW 8" PIPE TO THE EXISTING MH. RESHAPE THE BENCH AND FLOW CHANNEL TO SLOPE WITH A 0.2 FT DROP ACROSS THE MH, TOWARDS THE NEW LIFT STATION. ADJUST THE RIM ELEVATION FLUSH WITH FINISHED GRADE. WATER PROOF PER MORGANTON SPECIFICATIONS. SEE DETAIL SHEET. TOP OF BANK TOE OF BANK PROPOSED PRECAST VALVE VAULT EXISTING PROPERTY LINE TEMPORARY CONSTRUCTION LAYDOWN YARD EXISTING PROPERTY LINE PROPOSED WET WELL RIGHT-OF-WAY RIGHT-OF-WAY UNNAMED TRIBUTARY 8' RCP 1007.9' FROM SEDIMENT 8' RCP 1008.82' FROM SEDIMENT HEADWALL 1012.56' EXISTING 30" RCP CULVERT TO BE REMOVED AND REPLACED BY NEW 48" RCP. SEE PAVING AND GRADING SHEET CURB EMERGENCY PUMP CONNECTION DISCHARGE. SEE MECHANICAL SHEETS. EXISTING ELECTRIC POLE TO REMAIN UNTIL NEW SERVICE IS INSTALLED. PROTECT IN PLACE. EXISTING ELECTRIC POLE AND GUY WIRE TO REMAIN UNTIL NEW SERVICE IS INSTALLED. PROTECT IN PLACE. EXISTING SEWER AND FORCEMAIN TO BE ABANDONED. SEE DEMO PLAN EXISTING MH TO REMAIN. SEE NOTE 3 AND 4. CURB PROPOSED PROPERTY LINE ABANDON EXISTING WATER SERVICE. PROPOSED 25LF 2" PVC WL. CONTRACTOR TO INSTALL WITH 36" MIN. COVER. 2" TAPPING SLEEVE AND VALVE ON EXISTING 12" WL. SEE DETAIL X. CONSTRUCTION ENTRANCE TO REMAIN AT END OF PROJECT EXISTING EMERGENT WETLAND, SEE EROSION CONTROL SHEETS TIE EXISTING 8" SEWER INTO MH 2. SEE NOTE 3 INV IN: 1003.87' INV. IN 1005.41' INV. IN 1007.02' INV. OUT 1006.82' INV IN: 1007.52' ADJUST WATER SERVICE TO NEW GRADE SEE PROFILE A, THIS SHEET PROFILE A Proposed GroundExisting Ground SEE STND MORGANTON DETAIL 119 TEMPORARY CONSTRUCTION LAYDOWN YARD AND STOCKPILE LOCATION 10141016 10 1 4 1 0 1 0 10 1 2 1 0 1 4 1012 1012 1 0 1 4 10 2 0 1 0 2 2 1 0 1 8 1016 1016 10161016 1 0 1 8 MH 4 - BOLT DOWN LID STA:4+51.39 N:741716.80 E:1194279.12 MH 7 STA:10+06.89 N:741173.18 E:1194177.24 MH 3 - BOLT DOWN LID STA:1+53.39 N:742014.69 E:1194271.25 MH 2 - OUTSIDE DROP W/BOLT DOWN LID STA:0+16.13 N:742151.51 E:1194260.27 MH 6 - VENTED STA:9+52.89 N:741221.71 E:1194200.94 10 2 0 1022 10 2 0 e e e e e e e e e e e eeeeeee SSE SSE SSE SSE SSE SSESSESSESSESSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SS E SS E e e AC AC 54.00 LF of 8" PVC 372.00 LF of 8" PVC 16.13 LF of 8" PVC N7° 50' 26"E N1° 30' 49"W N11° 16' 45"E N12° 14' 00"E 129.50 LF of 8" PVC UK UTIL UK UTIL UK UTIL UK UTIL UK UTIL U UK UTIL UK UTIL N26° 01' 26"E MH 5 - BOLT DOWN LID STA:8+23.39 N:741348.27 E:1194228.38 137.26 LF of 8" DIP N4° 35' 19"W 298.00 LF of 8" PVC WET WELL STA:0+00.00 N:742167.33 E:1194263.43 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+ 0 0 11+00 1003 1005 1010 1015 1020 1025 1003 1005 1010 1015 1020 1025 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 16.13 LF 8" PVC @ 0.61% 372.00 LF 8" PVC @ 0.83% 298.00 LF 8" PVC @ 0.84% MH 7 ST A : 1 0 + 0 6 . 8 9 RI M : 1 0 2 1 . 4 0 IN V I N : 1 0 1 3 . 4 0 ( M H 8 ) IN V O U T : 1 0 1 3 . 2 0 ( M H 6 ) MH 5 - B O L T D O W N L I D ST A : 8 + 2 3 . 3 9 RI M : 1 0 1 9 . 6 2 IN V I N : 1 0 1 1 . 5 3 ( M H 6 ) IN V O U T : 1 0 1 1 . 3 3 ( M H 4 ) MH 4 - B O L T D O W N L I D ST A : 4 + 5 1 . 3 9 RI M : 1 0 1 7 . 4 3 IN V I N : 1 0 0 8 . 2 5 ( M H 5 ) IN V O U T : 1 0 0 8 . 0 5 ( M H 3 ) MH 3 - B O L T D O W N L I D ST A : 1 + 5 3 . 3 9 RI M : 1 0 1 4 . 3 8 IN V I N : 1 0 0 5 . 5 5 ( M H 4 ) IN V O U T : 1 0 0 5 . 3 5 ( M H 2 ) MH 2 - O U T S I D E D R O P W / B O L T D O W N L I D ST A : 0 + 1 6 . 1 3 RI M : 1 0 1 4 . 0 6 IN V I N : 1 0 0 4 . 1 7 ( M H 3 ) IN V I N : 1 0 0 7 . 5 0 ( E X 8 " S E W E R ) IN V O U T : 1 0 0 3 . 9 7 ( W E T W E L L ) B8 ELEV:1008.24 10' BORE TERM. 129.50 LF 8" PVC @ 0.80% MH 6 - V E N T E D ST A : 9 + 5 2 . 8 9 RI M : 1 0 2 0 . 5 1 IN V I N : 1 0 1 2 . 7 6 ( M H 7 ) IN V O U T : 1 0 1 2 . 5 6 ( M H 5 ) 372.00 LF 8" PVC @ 0.83% WE T W E L L ST A : 0 + 0 0 . 0 0 RI M : 1 0 0 7 . 3 9 IN V I N : 1 0 0 3 . 8 7 ( M H 2 ) IN V I N : 1 0 0 5 . 4 1 ( E X M H ) 54.00 LF 8" PVC @ 0.80% 137.26 LF 8" PVC @ 0.86 % STA 10+20.81 SEWER SERVICE CONNECTION WITH CLEANOUT PER DETAIL 208, SHEET C3.2 Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e -G r a v i t y S e w e r . d w g 3 / 7 / 2 0 2 3 1 0 : 3 7 : 4 5 P M 20 40 80 120 1600 Scale: 1" = 40' PERENNIAL STREAM 100-YR FLOODPLAIN TOE OF BANK TOP OF BANK EXISTING EMERGENT WETLANDS PUMP STATION. SEE SITE PLAN, SHEET C1.1 25' PUBLIC SANITARY SEWER EASEMENT 25 . 0 ' 10 . 0 ' B6 B8 B7 PROTECT DOWN GUY. ANCHOR IN PLACE, BRACE UTILITY POLE DURING EXCAVATION AS NECESSARY. COORDINATE WITH ELECTRICAL UTILITY NOTES 1. FIELD VERIFY ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT IN PLACE. COORDINATE AND COMPLY WITH CROSSING AND INSPECTION REQUIREMENTS WITH UTILITY COMPANY 2. UTILITY CROSSINGS SHOWN AT ASSUMED ELEVATIONS 3. EXISTING 2" FORCEMAIN TO BE ABANDONED IN PLACE. FILL WITH FLOW-FILL (CLSM) AND CAP BOTH ENDS. MA T C H L I N E S T A 1 1 + 0 0 , S H E E T C 2 . 2 100-YR FLOOD ELEV= 1019' 3. 0 ' EXISTING GRAVEL DRIVEWAY. REPAIR AT COMPLETION OF WORK PERMANENT DRAINAGE EASEMENT PERMANENT DRAINAGE EASEMENT EXISTING FORCE MAIN. SEE NOTES. EXISTING CHAIN LINK FENCE 171° 177° CONSTRUCTION LAYDOWN YARD. SEE SHEET C3.8 EXISTING GRAVEL DRIVEWAY. REPAIR AT COMPLETION OF WORK PERMANENT DRAINAGE EASEMENT 25' TEMPORARY CONSTRUCTION EASEMENT 9 0 ° 176° CONNECT EXISTING 8" SEWER TO NEW MANHOLE VIA OUTSIDE DROP CONNECTION PER DETAIL 204, SHEET C3.1 EXISTING GRADE 448.66 LF 8" PVC @ 0.82% 166° DITCH DITCH 25 . 0 ' 12.5 STREAM SEE PIPING & UTILITIES PLAN, SHEET C1.3, FOR PROFILE 164° Perennial Stream A S2: 40 lf temporary impact (open-cut sewer) 1 0 4 8 1 0 4 4 10 MH 11 STA:19+92.44 N:741567.23 E:1193286.61 MH 10 - VENTED STA:19+36.53 N:741579.58 E:1193341.15 25 . 0 ' 50 . 0 ' MH 9 STA:18+81.56 N:741555.54 E:1193390.58 9 0 ° 1020 1022 1 0 1 8 1 0 2 2 10 2 0 1022 1024 10 2 6 10 2 8 1 0 3 2 10 3 6 1 0 4 2 1 0 3 4 1 0 3 2 1020 12.5' e e e e e e e e e e e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE S S E SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE S S E S S E 2 5 8 . 7 6 L F o f 8 " P V C N77° 14' 09"E 55.9 1 L F o f 8" P V C MH 8 - SHALLOW FLAT TOP STA:14+55.56 N:741369.41 E:1193773.77 N 1 2 ° 4 5 ' 5 1 " W 54.97 LF of 8" PVC 448.66 LF of 8" PVC 426.00 LF of 8" PVC S64° 03' 51"E S64° 05' 31"E25 . 0 ' S64° 04' 03"E 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2 0 + 0 0 2 1 + 0 0 1010 1015 1020 1025 1030 1035 1040 1045 1010 1015 1020 1025 1030 1035 1040 1045 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 MH 1 1 ST A : 1 9 + 9 2 . 4 4 RI M : 1 0 3 9 . 2 9 IN V I N : 1 0 2 5 . 6 4 ( M H 1 2 ) IN V O U T : 1 0 2 5 . 4 4 ( M H 1 0 ) MH 1 0 - V E N T E D ST A : 1 9 + 3 6 . 5 3 RI M : 1 0 3 6 . 4 3 IN V I N : 1 0 2 4 . 0 9 ( M H 1 1 ) IN V O U T : 1 0 2 3 . 8 9 ( M H 9 ) MH 9 ST A : 1 8 + 8 1 . 5 6 RI M : 1 0 2 9 . 7 6 IN V I N : 1 0 2 2 . 5 6 ( M H 1 0 ) IN V O U T : 1 0 2 2 . 3 6 ( M H 8 ) MH 8 - S H A L L O W F L A T T O P ST A : 1 4 + 5 5 . 5 6 RI M : 1 0 2 1 . 7 8 IN V I N : 1 0 1 7 . 2 8 ( M H 9 ) IN V O U T : 1 0 1 7 . 0 8 ( M H 7 ) 426.00 LF 8" PVC @ 1 . 1 9 % 3. 0 ' 3. 0 ' 54.97 LF 8 " P V C @ 2 . 4 1 % 55.91 LF 8 " P V C @ 2 . 4 1 % 448.66 LF 8" PVC @ 0.82% Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e -G r a v i t y S e w e r . d w g 3 / 7 / 2 0 2 3 1 0 : 3 7 : 5 1 P M 20 40 80 120 1600 Scale: 1" = 40' NOTES: 1. FIELD VERIFY ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT IN PLACE. COORDINATE AND COMPLY WITH CROSSING AND INSPECTION REQUIREMENTS WITH UTILITY COMPANY 2. UTILITY CROSSINGS SHOWN AT ASSUMED ELEVATIONS MA T C H L I N E S T A 1 1 + 0 0 , S H E E T C 2 . 1 MAT C H L I N E S T A 2 0 + 5 0 , S H E E T C 2 . 3 25' PUBLIC SANITARY SEWER EASEMENTEXISTING UNPAVED DRIVEWAY. REPAIR AT COMPLETION OF WORK EXISTING FENCE. PROTECT IN PLACE 180° EXISTING GRAVEL DRIVEWAY. REPAIR AT COMPLETION OF WORK 25' TEMPORARY SANITARY SEWER EASEMENT EXISTING DITCH CENTERLINE 100-YR FLOODPLAIN EXISTING GRADE DITCH PROPERTY LINE APPROXIMATE ROW 180°141° Intermittent Stream H S1: 40lf temporary impact (open-cut sewer) 1050 10 4 6 1048 1050 1050 1046 104010421044 1044 1052 1042 1034 1032 1038 1042 1034 1044 MH 13 STA:23+34.20 N:741291.37 E:1193264.18 e e e e SSE SSE S S E SSE SSE SSE SSE SSE SS E SS E SSE SSE S S E SSE SSE SSE SSE SS E SS E e e e e e e e e e e 258.76 LF o f 8" PVC 201.32 L F o f 8" PVC 184.38 LF of 8" PVC 18 8 . 5 6 L F o f 8" P V C N16° 06' 3 4 " W N73° 33' 39"E N6° 41' 30"E 83.00 LF of 8" PVC MH 12 STA:22+51.20 N:741314.86 E:1193343.78 N12° 45' 51 " W MH 16 STA:29+08.46 N:740753.47 E:1193201.00 MH15 STA:27+19.90 N:740914.84 E:1193298.55 MH14 STA:25+35.52 N:741097.96 E:1193320.04 N3 1 ° 0 9 ' 1 6 " E 29 + 0 8 21+00 22+00 2 3 + 0 0 24+00 25+00 26+00 27+00 28 + 0 0 29 + 0 0 1023 1025 1030 1035 1040 1045 1050 1055 1023 1025 1030 1035 1040 1045 1050 1055 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 MH 1 3 ST A : 2 3 + 3 4 . 2 0 RI M : 1 0 4 5 . 6 1 IN V I N : 1 0 3 4 . 2 3 ( M H 1 4 ) IN V O U T : 1 0 3 4 . 0 3 ( M H 1 2 ) MH 1 2 ST A : 2 2 + 5 1 . 2 0 RI M : 1 0 4 0 . 1 3 IN V I N : 1 0 3 2 . 0 6 ( M H 1 3 ) IN V O U T : 1 0 3 1 . 8 6 ( M H 1 1 ) 184.38 LF 8" PVC @ 0.78% 201.32 LF 8" P V C @ 1 . 7 7 % 258.76 LF 8 " P V C @ 2 . 4 1 % 83.00 LF 8" PVC @ 2.37% MH 1 4 ST A : 2 5 + 3 5 . 5 2 RI M : 1 0 4 6 . 5 4 IN V I N : 1 0 3 8 . 0 0 ( M H 1 5 ) IN V O U T : 1 0 3 7 . 8 0 ( M H 1 3 ) MH 1 5 ST A : 2 7 + 1 9 . 9 0 RI M : 1 0 4 7 . 7 1 IN V I N : 1 0 3 9 . 6 3 ( M H 1 6 ) IN V O U T : 1 0 3 9 . 4 2 ( M H 1 4 ) 188.56 LF 8" PVC @ 0.66% B1 ELEV=1023.88 20' BORE TERM. MH 1 6 ST A : 2 9 + 0 8 . 4 6 RI M : 1 0 4 9 . 0 3 IN V I N ( E S T I M A T E ) : 1 0 4 1 . 0 7 ( E X U P S T R E A M M H ) IN V O U T : 1 0 4 0 . 8 7 ( M H 1 5 ) EXISTING SEWER TO REMAIN IN PLACE AND IN SERVICE CONNECT EXISTING 8" PVC SEWER TO MH 16 Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e -G r a v i t y S e w e r . d w g 3 / 7 / 2 0 2 3 1 0 : 3 7 : 5 6 P M 20 40 80 120 1600 Scale: 1" = 40' CONCRETE PAD ASPHALT PARKING LOT 25' TEMPORARY CONSTRUCTION EASEMENT 25' PUBLIC SANITARY SEWER EASEMENT CAUTION: UTILITY CROSSING. SEE NOTES. NOTES: 1. FIELD VERIFY ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT IN PLACE. COORDINATE AND COMPLY WITH CROSSING AND INSPECTION REQUIREMENTS WITH UTILITY COMPANY 2. UTILITY CROSSINGS SHOWN AT ASSUMED ELEVATIONS 3. CAUTION: WORK AREA INCLUDES OVERHEAD ELECTRIC LINES 4. ROADWAY BORE NOTE: CONTRACTOR SHALL PROVIDE SHORING FOR ALL PITS ALONG ROADWAYS PER SPECIFICATIONS PROTECT DOWN GUY ANCHOR IN PLACE, BRACE UTILITY POLE DURING EXCAVATION AS NECESSARY. COORDINATE WITH ELECTRICAL UTILITY UNDERGROUND TELEPHONE CROSSINGS STA = 23+01.93, 23+03.53, 23+04.93, 23+10.70, 23+53.38 5. 2 ' M A T C H L I N E S T A 2 0 + 5 0 , S H E E T C 2 . 2 3. 6 ' ST. MARY'S CHURCH RD STA = 22+71.21 UNDERGROUND TELEPHONE CROSSING STA = 22+75.04 GAS CROSSING STA = 22+80.12 6" PVC WATER CROSSING STA = 27+07.64 STORM CROSSING 6" PVC 60 LF 24" STEEL CASING D.O.T. - .250" 36'x12' LAUNCH PIT (APPROXIMATE) 10'x10' RECEIVING PIT (APPROXIMATE) RECEIVING PIT 10'x10'x11' (APPROXIMATE) LAUNCH PIT 36'x12'x14' (APPROXIMATE) 94° EXISTING SIGN EXISTING GRAVEL DRIVEWAY. REPAIR AT COMPLETION OF WORK EXISTING 8" PVC SEWER TO REMAIN IN PLACE AND IN SERVICE DITCH EXISTING GRADE EXISTING MH DITCH DITCH CAUTION: STORM CROSSING. SEE NOTES. BRACE UTILITY POLE DURING EXCAVATION AS NECESSARY. COORDINATE WITH ELECTRICAL UTILITY APPARENT ROW B1 90° 157° 156° 9 5 ° 12.5' PROTECT DOWN GUY ANCHOR IN PLACE, BRACE UTILITY POLE DURING EXCAVATION AS NECESSARY. COORDINATE WITH ELECTRICAL UTILITY 12.5' 2 5 . 0 ' 50 . 0 ' 25. 0 ' EXISTING LINE TO BE ABANDONED IN PLACE. GROUT PIPE BETWEEN EX MH AND MH 16 101010121014 1 0 1 2 10 1 2 101 4 0+ 0 0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+ SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SS e e e e e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE e e e e e e S S E S S E AC AC AC AC AC 140.58 LF of 8" PVC 213.63 LF o f 8" PVC 378.80 LF of 8" PVC 84.00 LF o f 8" PVC S89° 59' 16"E 57.4' 57. 4 ' 3 0 . 0 ' S78° 44' 1 6 " E S78° 43' 5 3 " E S89° 59' 36"E 29.41 LF of 8" DIP 54.66 LF of 8" PVC S76° 59' 57"E ARV-1 STA=2+61.93 ARV-# STA=9+89.35 ARV-2 STA=9+89.35 135.65 LF o f 8" DIP S78° 44' 16"E 25 . 0 ' S78° 44' 16"E 11.25d HORIZ. BEND STA = 6+31.41 N = 742077.87 E = 1194882.73 UT I L UK U T I L UK U 985 990 995 1000 1005 1010 1015 1020 1025 985 990 995 1000 1005 1010 1015 1020 1025 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 5.0' ST A = 2 + 7 0 . 0 0 TO P = 1 0 0 5 . 1 9 22 . 5 d V E R T . B E N D ST A = 4 + 1 7 . 9 3 TO P = 1 0 0 3 . 3 0 22 . 5 d V E R T . B E N D 13.28 LF 8" PVC @ -41.42% 250.00 LF 8" PVC @ 0.00% 135.65 LF 8" DIP @ 0.00% 6.66 LF 8" PVC @ 0.00% ST A = 0 + 0 6 . 6 7 TO P = 1 0 1 0 . 6 9 22 . 2 5 d V E R T . B E N D ST A = 2 + 7 8 . 4 4 TO P = 1 0 0 1 . 7 3 22 . 5 d V E R T . B E N D ST A = 4 + 1 4 . 0 9 TO P = 1 0 0 1 . 7 3 22 . 5 d V E R T . B E N D ST A = 9 + 9 7 . 0 4 TO P = 1 0 0 3 . 3 1 22 . 5 d V E R T . B E N D ST A = 1 0 + 0 9 . 5 8 TO P = 9 9 8 . 1 6 22 . 5 d V E R T . B E N D ST A = 1 0 + 3 9 . 0 0 TO P = 9 9 8 . 1 6 22 . 5 d V E R T . B E N D ST A = 1 0 + 5 7 . 1 3 TO P = 1 0 0 5 . 5 6 22 . 5 d V E R T . B E N D 8.44 LF 8" PVC @ -41.00% 3.84 LF 8" PVC @ 41.00% 579.11 LF 8" PVC @ 0.00% 12.54 LF 8" PVC @ -41.00% 29.41 LF 8" DIP @ 0.00% 18.05 LF 8" PVC @ 41.00% 40.00 LF 8" PVC @ 1.31% ST A = 0 + 1 9 . 9 5 TO P = 1 0 0 5 . 1 9 22 . 5 d V E R T . B E N D ST A = 6 + 3 1 . 5 7 11 . 2 5 d H O R I Z . B E N D TO P = 1 0 1 0 . 7 6 ST A = 2 + 6 1 . 7 7 AR V - 1 B6 ELEV=1000.71 15' BORE TERM. B9 ELEV=990.64 20' BORE TERM. TO P = 1 0 0 8 . 4 0 ST A = 9 + 8 9 . 3 5 AR V - 2 B6 Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e _F o r c e m a i n - N E W . d w g 3 / 7 / 2 0 2 3 1 0 : 3 8 : 4 2 P M 10x10 RECEIVING PIT 25' TEMPORARY CONSTRUCTION EASEMENT 25' PUBLIC SANITARY SEWER EASEMENT 30x12 LAUNCH PIT PUMP STATION. SEE SITE PLAN SHEET C1.1 CAUTION: UTILITY CROSSING CONTRACTOR TO COORDINATE WITH UTILITY EXISTING PAVED PATH (TYP) EXISTING PAVED PATH (TYP) EMERGENT WETLANDS EMERGENT WETLANDS B9 100-YR FLOODWAY 20 40 80 120 1600 Scale: 1" = 40' 25 . 0 ' 25 . 0 ' LAUNCH PIT 30' X 12' X 10' RECEIVING PIT 10' X 10' X 10' DITCH 140.64 LF 18" STEEL CASING D.O.T - .250" VALVE VAULT, SEE SHEET M1.1 STA = 0+59.67 8" PVC SEWER CROSSING BOST RD 100-YR FLOOD ELEV= 1019 STA = 1+12.08 WATER UTILITY 1794320209 Burke County Fair, Inc. St. Mary's Church Rd 1794518195 MCW INV LLC 826 N. Green St. NOTES 1. FIELD VERIFY ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT IN PLACE. COORDINATE AND COMPLY WITH CROSSING AND INSPECTION REQUIREMENTS WITH UTILITY COMPANY 2. ROADWAY BORE NOTE: CONTRACTOR SHALL PROVIDE SHORING FOR ALL PITS ALONG ROADWAYS PER SPECIFICATIONS 3. AREA CONTAINS INTERMITTENT VEGETATION NOT SHOWN FOR CLARITY 10x10 RECEIVING PIT RECEIVING PIT 10' x 10' x 11' 2. 7 ' 3. 0 ' PERMANENT ACCESS. SEE EROSION CONTROL SHEETS FOR CONTINUATION OF EASEMENT TWO (2) 45d BENDS OUT OF VALVE VAULT. SEE SHEET M1.1 LAUNCH PIT 30' X 12' X 12' PERENNIAL STREAM PERENNIAL STREAM MA T C H L I N E S T A 1 1 + 0 0 , S H E E T C 2 . 5 STREAM CROSSING STREAM CROSSING 1. 8 ' 123.10 LF 18" STEEL CASING D.O.T - .250" EXISTING GRADE 63 . 1 5 7 4 ' STREAM CROSSING. SEE EROSION CONTROL SHEETS EXISTING TREE (TYP) PERMANENT DRAINAGE EASEMENT PROPOSED 42" CULVERT PROPOSED DITCHES PROPOSED SITE GRADE Perennial Stream A -Jack and bore (no impact) Perennial Stream C S4: 40 lf temporary impact (open-cut sewer) +00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+ SE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE e e e e e e e e e e e e e e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE 1258.05 LF of 8" PVC 50 . 0 ' 25 . 0 ' 25 . 0 ' N89° 58' 55"E 1000 1005 1010 1015 1020 1025 1000 1005 1010 1015 1020 1025 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 3. 2 ' 3. 2 ' 3. 3 ' 3. 2 ' B12 ELEV=1003.13 10' BORE TERM.B11 ELEV=1001.80 10' BORE TERM. ST A = 1 3 + 7 7 . 0 4 TO P = 1 0 0 9 . 7 6 DE F L E C T J O I N T 280.00 LF 8" PVC @ 1 . 3 1 % 520.00 LF 8" PVC @ 0.00% 400.00 LF 8" PVC @ 0.80% ST A = 1 8 + 9 7 . 1 3 TO P = 1 0 0 9 . 7 6 DE F L E C T J O I N T Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e _F o r c e m a i n - N E W . d w g 3 / 7 / 2 0 2 3 1 0 : 3 8 : 4 6 P M 100-YR FLOODWAY EXISTING PAVED PATH B11 20 40 80 120 1600 Scale: 1" = 40' 25' TEMPORARY CONSTRUCTION EASEMENT 25' PUBLIC SANITARY SEWER EASEMENT 100-YR FLOOD ELEV=1019' 1794518195 MCW INV LLC 826 N. Green St. B12 MA T C H L I N E S T A 2 3 + 0 0 , S H E E T C 2 . 6 MA T C H L I N E S T A 1 1 + 0 0 , S H E E T C 2 . 4 EXISTING GRADE NOTES 1. AREA CONTAINS INTERMITTENT VEGETATION NOT SHOWN FOR CLARITY EXISTING TREE (TYP) +50 23+ 0 0 23+ 5 0 24+ 0 0 24+ 5 0 25+ 0 0 25+ 5 0 26+ 0 0 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+ 5 0 33+ 0 0 33+ 5 0 34+ 0 0 34+ 5 0 35+ 0 e e e e e e e SSE SSE SSE SSE e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE AC AC AC AC 303. 5 2 L F o f 8" P V C 42.73 LF of 8" PVC 25 . 0 ' 50 . 0 ' 24 . 0 ' S89 ° 5 9 ' 1 6 " E N65° 18' 30"E 22.5d HORIZ. BEND STA = 32+42.41 N = 742345.47 E = 1197435.07 ARV-3 STA=25+93.24 ARV-4 STA=32+76.89 22.5d HORIZ. BEND STA = 26+00.80 N = 742077.45 E = 1196852.11 DEFLECT JOINT PER MANUFACTURER REQUIREMENTS TO MATCH ALIGNMENT S89 ° 5 9 25 . 0 ' 975 980 985 990 995 1000 1005 1010 1015 1020 1025 1030 975 980 985 990 995 1000 1005 1010 1015 1020 1025 1030 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 5.0' TO P = 1 0 2 3 . 7 4 ST A = 3 2 + 7 6 . 8 9 AR V - 4 [BORE DEPTH NOT TO SCALE] B13 ACTUAL ELEV=953.80 64' BORE TERM. [BORE DEPTH NOT TO SCALE] B14 ACTUAL ELEV=953.80 45' BORE TERM. TO P = 1 0 1 8 . 0 7 ST A = 2 5 + 9 3 . 2 4 AR V - 3 ST A = 2 6 + 0 3 . 9 1 TO P = 1 0 0 8 . 9 1 11 . 2 5 d V E R T . B E N D 303.91 LF 8" PVC @ 0.00% ST A = 3 2 + 0 2 . 7 9 TO P = 1 0 1 8 . 6 9 11 . 2 5 d V E R T . B E N D 111.75 LF 8" PVC @ 0.00% ST A = 2 8 + 8 3 . 6 7 EL E V = 9 8 7 . 9 0 ST A = 3 2 + 4 2 . 5 7 22 . 5 d H O R I Z . B E N D 2 1 0 . 2 ' 93.9' R29 3 . 9 ' R 1 4 2 . 1 ' 5.0' ST A = 2 6 + 0 0 . 9 5 22 . 5 d H O R I Z . B E N D 6 0 . 4 1 L F 8 " P V C @ - 1 9 . 8 9 % ST A = 3 3 + 1 1 . 5 9 11 . 2 5 d H O R I Z . B E N D ST A = 3 3 + 7 2 . 0 0 11 . 2 5 d H O R I Z . B E N D Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e _F o r c e m a i n - N E W . d w g 3 / 7 / 2 0 2 3 1 0 : 3 8 : 5 2 P M B13 B14 25' PUBLIC SANITARY SEWER EASEMENT 25' TEMPORARY CONSTRUCTION EASEMENT 100-YR FLOODWAY 100-YR FLOODPLAIN COVERED SHELTER PAVED GREENWAY TRAIL. DO NOT OBSTRUCT CA T A W B A R I V E R 20 40 80 120 1600 Scale: 1" = 40' 100-YR FLOODPLAIN ELEV= 1019' HDD PIPELINE DITCH 1794737408 CITY OF MORGANTON 220 Catawba Meadows Dr. 10' MINIMUM PIPE DEPTH AT LOWEST POINT OF STREAM BOTTOM NOTES 1. FIELD VERIFY ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT IN PLACE. COORDINATE AND COMPLY WITH CROSSING AND INSPECTION REQUIREMENTS WITH UTILITY COMPANY 2. ODOR CONTROL FOR ARV NEAR SHELTER. COORDINATE WITH CITY. 3. AREA CONTAINS INTERMITTENT VEGETATION NOT SHOWN FOR CLARITY. 4. AREA BETWEEN RIVER AND 250 RIPARIAN BUFFER SHALL NOT BE IMPACTED. PROTECT CONCRETE PAD AND BRICK WALL IN PLACE 5. 1 ' 10 . 0 ' RIPARIAN BUFFER, 250' FROM CATAWBA RIVER'S EDGE. SEE CONSERVATION EASEMENT REQUIREMENTS. 8 " H D P E @ - 2 0 . 0 0 % 8" H D P E @ 2 0 . 0 0 % 1794518195 MCW INV LLC 826 N. Green St. BE G I N H D D MA T C H L I N E S T A 2 3 + 0 0 , S H E E T C 2 . 5 MA T C H L I N E S T A 3 4 + 0 0 , S H E E T C 2 . 7 NOTE: 598.88 LF 8" HDPE. APPROXIMATE LENGTH AND DEPTH SHOWN. EXACT DESIGN TO BE DETERMINED BY HDD CONTRACTOR. GROUNDWATER ENCOUNTERED (TYP) HDD ALIGNMENT, PIPE NOT NEEDED TO BE REMOVED. EN D H D D EXISTING GRADE RIPARIAN BUFFER, 250' FROM CATAWBA RIVER'S EDGE, PART OF THE CONSERVATION EASEMENT 50' X 50' TEMPORARY CONSTRUCTION LAYDOWN YARD. SEE EROSION CONTROL SHEETS 30 . 0 ' 30' PUBLIC SANITARY SEWER EASEMENT ST R E A M B O T T O M EXISTING TREE (TYP) 50' RIPARIAN BUFFER Perennial Stream K (Catawba River) -Directional drill (no impact) 41+05 33+5 0 34+0 0 34+5 0 35+0 0 35+ 5 0 36+0 0 36+5 0 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 e e e e e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE A C A C A C A C A C A C A C A C A C A C A C A C S78° 44' 16"E 5.00 LF of 8" PVC 45d HORIZ. BEND STA = 36+93.72 N = 742345.38 E = 1197886.38 45d HORIZ. BEND STA = 40+99.71 N = 742012.21 E = 1198117.28 321.90 LF 8" PVC @ 0.00% S89° 5 9 ' 3 4 " E S33° 4 4 ' 1 6 " E 372.20 LF 8" PVC @ 0.00% 11.25d HORIZ. BEND STA = 37+29.47 N = 742320.10 E = 1197911.65 35.74 LF of 8" PVC S44° 59' 16"E 1005 1010 1015 1020 1025 1030 1035 1040 1005 1010 1015 1020 1025 1030 1035 1040 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 ST A = 3 7 + 2 9 . 6 2 11 . 2 5 d H O R I Z . B E N D ST A = 3 6 + 9 3 . 8 8 45 d H O R I Z . B E N D FM - M H ST A : 4 1 + 0 4 . 7 1 RI M : 1 0 3 4 . 6 7 IN V I N : 1 0 3 3 . 4 8 ( F M ) IN V I N : 1 0 3 1 . 6 1 ( E X ) 396.51 LF 8" PVC @ 0.00% ST A = 4 0 + 5 0 . 0 0 TO P = 1 0 1 8 . 2 4 22 . 5 d V E R T . B E N D ST A = 4 0 + 8 9 . 8 7 TO P = 1 0 1 9 . 0 6 22 . 5 d V E R T . B E N D ST A = 3 6 + 4 3 . 8 0 TO P = 1 0 0 6 . 6 7 11 . 2 5 d V E R T . B E N D ST A = 3 6 + 8 1 . 5 9 TO P = 1 0 1 3 . 9 7 11 . 2 5 d V E R T . B E N D 37.78 LF 8" PVC @ 19.89% 271.80 LF 8" PVC @ 0.00% 11.77 LF 8" PVC @ 41.42% 10.00 LF 8" PVC @ 100.00% Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - P l a n P r o f i l e _F o r c e m a i n - N E W . d w g 3 / 7 / 2 0 2 3 1 0 : 3 8 : 5 7 P M 100-YR FLOODPLAIN B16 30' PUBLIC SANITARY SEWER EASEMENT CONNECT TO EXISTING MH STA: 41+04.86 PER DETAIL 3, THIS SHEET 20 40 80 120 1600 Scale: 1" = 40' CAUTION: UTILITY CROSSING CONTRACTOR TO COORDINATE WITH UNDERGROUND ELECTRIC UTILITY UNDERGROUND ELECTRIC STA = 40+36.73, 40+49.62 100-YR FLOODPLAIN ELEV= 1019 PROTECT DOWN GUY ANCHOR IN PLACE NOTES 1. FIELD VERIFY ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT IN PLACE. COORDINATE AND COMPLY WITH CROSSING AND INSPECTION REQUIREMENTS WITH UTILITY COMPANY 2. FIELD VERIFY DEPTH REQUIRED TO CORE HOLE INTO EXISTING MANHOLE BELOW EXISTING CONE SECTION. DO NOT CORE THROUGH EXISTING MANHOLE JOINT 3. CAUTION: WORK AREA INCLUDES OVERHEAD ELECTRIC LINES 4. AREA CONTAINS INTERMITTENT VEGETATION NOT SHOWN FOR CLARITY 1794737408 CITY OF MORGANTON 220 Catawba Meadows Dr. PROTECT CONCRETE PAD AND BRICK WALL IN PLACE 1794737408 CITY OF MORGANTON 220 Catawba Meadows Dr. EX MANHOLE ALL HARDWARE SHALL BE 316 SS 316 SS SHIELDED FERNCO COUPLING STRUCTURAL FRP UNISTRUT SUPPORTS W/ 316 SS EPOXY ANCHORS, 5' MAX VERTICAL SPACING MATCH CROWN ELEVATION EXISTING GRAVITY SEWER (OUT) PVC BLIND FLANGE W/ 2" TAP, 18" LONG X 2" THREADED PVC VENT PIPE CORE HOLE WITH LINKSEAL PER DETAIL SHEET M1.3 8" DIP FORCE MAIN 8" DIP PE X PE SPOOL MJ RESTRAINED 90° HORIZ BEND 8" SCH 40 PVC FLG X PE SPOOL DROP PIPE, LENGTH AS REQUIRED SCH 40 PVC FLG X PE 90° BEND, ORIENT TOWARDS GRAVITY SEWER OUT REMOVE AND REPLACE CONCRETE BENCH TO PROVIDE NEW FLOW CHANNEL FOR FORCEMAIN OUTLET, CONCRETE TO PROVIDE GOOD ANCHORAGE OF 90° BEND FITTING NOTE: FIELD VERIFY EXISTING CONDITIONS INSIDE MANHOLE PRIOR TO PROCEEDING WITH THE WORK. NOTIFY ENGINEER OF POTENTIAL CONFLICTS AND PROVIDE RECOMMENDATIONS OF DESIGN ADJUSTMENTS TO SUIT THE CONDITIONS FOR REVIEW BY THE ENGINEER SEE FORCE MAIN CONNECTION DETAIL 3, THIS SHEET FOR CONTINUATION TEMPORARY CONSTRUCTION ACCESS, SEE EROSION CONTROL SHEETS EXISTING GRADE 30 . 0 ' 8" PVC FLG TEE M A T C H L I N E S T A 3 4 + 0 0 , S H E E T C 2 . 6 50' X 50' TEMPORARY CONSTRUCTION LAYDOWN YARD. SEE EROSION CONTROL SHEETS DITCH EXISTING TREE (TYP) FULLY RESTRAINED MJ 45° VERT. BEND, ROTATED TO MATCH ALIGNMENT. SEE PROFILE 1, THIS SHEET FOR CONTINUATION 8" PVC FORCE MAIN FULLY RESTRAINED MJ 22.55° VERT. BEND, ROTATED TO MATCH ALIGNMENT EXISTING GROUND Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3/ 7 / 2 0 2 3 1 0 : 3 9 : 2 2 P M BRACES WIRE TIES STRETCHER BAR GATE POST TRUSS ROD 3 8" DIA. MIN. CHAIN-LINK FABRIC WIRE TIES LINE POST BRACE POST WIRE TIES 1 5 8" BOTTOM RAIL BRACE POST TOP RAIL BRACES TRUSS ROD 3 8" DIA. MIN. CORNER POST 10'-0"MULTIPLES OF 10'-0" (MAX) 2'-6" 3" (TYP) END BAY 10'-0"MULTIPLES OF 10'-0" (MAX) 3'-6" 8'-0" 0'-6" 2"3'-7"2"3'-7"2"3 1 2"2"3'-7"2"3'-7"2"1 7 8"1 7 8" 16' AMERICAN ULTRA LATCH DROP ROD 1" ALUM SOLID SQ GUSSETS 3/16"Ø CABLE TRUSSING 2"x2" ALUM SQ TUBE GATE FRAMING TYP. 3 1/2" DIA TERMINAL POST (GALVANIZED STEEL PIPE) CHAIN LINK FABRIC 6"x2" BOLT ON 180° HINGE Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3/ 7 / 2 0 2 3 1 0 : 3 9 : 2 7 P M Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3 / 7 / 2 0 2 3 1 0 : 3 9 : 3 1 P M ee SSE SSE SSE SSE SSE e e e e e e eSSESSESSESSESSE e e SSE S S E S S E e e SS E S S E S S E SS E SSE SSE S S E SS E SSE SSE S S E e ACAC ACAC AC AC 30 60 120 180 2400 Scale: 1" = 60' Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - E r o s i o n C o n t ro l . d w g 3 / 7 / 2 0 2 3 1 0 : 4 0 : 0 8 P M NOTES: 1. PROJECT IS LOCATED WITHIN THE CATAWBA RIVER BASIN, WS-IV CLASSIFICATION. 2. LIMITS OF DISTURBANCE ARE OUTLINED BY TEMPORARY, PERMANENT, AND ACCESS EASEMENT LINE TYPES. 3. THE GRAY HATCHED AREA IN THE PLAN REPRESENT THE FULL LIMITS OF DISTURBANCE FOR THIS PROJECT 4. IF ADDITIONAL AREAS OUTSIDE THE EXISTING LIMITS OF DISTURBANCE ARE REQUIRED BY THE CONTRACTOR, A PLAN SHOWING THE REVISED LIMITS OF DISTURBANCE MUST BE SUBMITTED TO NC DEQ REGIONAL OFFICE FOR REVIEW AND APPROVAL. 5. ADDITIONAL AREAS OUTSIDE THE EXISTING ACCESS ROADS MUST BE SUBMITTED TO NC DEQ REGIONAL OFFICE FOR REVIEW AND APPROVAL. 6. ALL LAYDOWN YARDS AND AREAS USED FOR STOCKPILE OR SPOIL STORAGE MUST BE ENCLOSED BY A TEMPORARY SILT FENCE. 1050 10 4 6 1048 1050 1050 1046 104010421044 1044 1048 1044 1052 18 19 + 0 0 20+00 21+00 22+00 2 3 + 0 0 24+00 25+00 26+00 27+00 28 + 0 0 29 + 0 0 29 + 0 8 e e e e e SS E S S E SSE S S E SSE SSE SSE SS E SS E S S E SSE S S E SSE SSE SSE SS E e e e e e e e SSE AC UK UTIL UK UTIL UK UTIL UK UTIL 10 1 4 1 0 1 0 1 0 1 2 1 0 1 4 1012 1012 1 0 1 4 10 2 0 1 0 2 2 1 0 1 8 1016 1016 10161016 1 0 1 8 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+ 0 0 0 0+00 1+ 0 0 2+ 0 0 X X X X X X X X SS E SS E e e e e e e e e eeee SSE SSE SSE SSESSESSESSE SSE SSE SSE SSE SSE SSE SSE e e A C A C A C A C AC AC AC 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE Notes 1. Polyacrylamides (PAM) shall be used to reduce turbidity and suspended solids whenver a sediment trap, basin, pit, hole or building foundation is being pumped out to remove sediment laden water. This activity must be inspected and approved by the regional erosion control inspector. 2. Use Double Row Silt Fence along creeks and wetlands. 3. Silt fence around bore pits, see detail 3 Sheet CE3.4 4. A ground cover sufficient to restrain accelerated erosion must be provided within 7-14 calendar days of the date of last land-disturbing activity on any portion of the project. See seeding details on Sheet CE3.1. 5. All diversion ditches and interior basin slopes must be matted. See detail 30.20 on Sheet CE3.2. 6. Stockpile material for trenches will be placed upslope of the excavation to be promptly backfilled into trenches. Trenches to be stabilized same day for linear pipe work. All work in creeks and streams must be completed in the dry. Please see Detail 30.13 on Sheet CE3.2 and Specification 31 23 19 for dewatering requirements. 30 60 120 180 2400 Scale: 1" = 60' Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - M o r g a n t o n B o s t R d \ C A D \ C D s \ 1 0 9 3 - E r o s i o n C o n t ro l . d w g 3 / 8 / 2 0 2 3 1 0 : 5 1 : 3 4 A M PERENNIAL STREAM TEMPORARY STREAM CROSSING PER DETAIL 3. STABILIZE STREAM BANKS PER DETAIL 218. RIP RAP SHALL BE REMOVED AND AREA RESTORED AFTER CROSSING IS COMPLETE. ALL WORK MUST BE COMPLETED IN THE DRY, SEE NOTE 6. SILT FENCE OUTLET (TYP). SEE DETAIL SHEET CE3.2 100-YR FLOODPLAIN MA T C H L I N E S T A 1 0 + 5 0 , T H I S S H E E T MAT C H L I N E S T A 1 0 + 5 0 , THIS S H E E T MA T C H L I N E S T A 1 8 + 0 0 , T H I S S H E E T MA T C H L I N E S T A 1 8 + 0 0 , THI S S H E E T STONE OUTLET (TYP) STONE OUTLET (TYP) EX. STORM DITCH EX. STORM DITCH EX. STORM DITCH EX. STORM DITCH EX. STORM DITCH EX. GRAVEL DRIVE CONSTRUCTION ACCESS SEE SHEET CE2.5 TEMPORARY CONSTRUCTION LAYDOWN YARD AND STOCKPILE LOCATION PROPOSED PROPERTY LINE PROPOSED FENCE LINE CONSTRUCTION ACCESS SEE SHEET CE2.5 TRENCHLESS CROSSING OF BOST RD. SEE CIVIL SHEETS SILT FENCE OUTLET (TYP). SEE DETAIL SHEET CE3.2 NCDOT DRAINAGE EASEMENT NCDOT DRAINAGE EASEMENT NCDOT DRAINAGE EASEMENT EMERGENT WETLANDS IN STORM DITCH BORE LAUNCH PIT BORE RECEIVING PIT SILT FENCE OUTLET (TYP). SEE DETAIL SHEET C3.2 DOUBLE ROW SILT FENCE TEMPORARY STREAM CROSSING PER DETAIL 3. STABILIZE STREAM BANKS PER DETAIL 218. RIP RAP SHALL BE REMOVED AND AREA RESTORED AFTER CROSSING IS COMPLETE. ALL WORK MUST BE COMPLETED IN THE DRY, SEE NOTE 6. SILT SACK INLET PROTECTION (TYP). SEE DETAIL 30.15 SHEET CE3.5 CATCH BASIN INLET PROTECTION (TYP). SEE DETAIL 30.09 SHEET CE3.5 PIPE SEDIMENT TRAP Wattle UK U T I L UK U T I L 101 4 e16.05 16.05 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+ SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE e e e e e e e e e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE e e e e e e e e AC AC AC AC AC AC AC AC AC Notes 1. Polyacrylamides (PAM) shall be used to reduce turbidity and suspended solids whenver a sediment trap, basin, pit, hole or building foundation is being pumped out to remove sediment laden water. This activity must be inspected and approved by the regional erosion control inspector. 2. Use Double Row Silt Fence along creeks and wetlands. 3. Silt fence around bore pits, see detail 3 Sheet CE3.4 4. A ground cover sufficient to restrain accelerated erosion must be provided within 7-14 calendar days of the date of last land-disturbing activity on any portion of the project. See seeding details on Sheet CE3.1. 5. All diversion ditches and interior basin slopes must be matted. See detail 30.20 on Sheet CE3.2. 6. Stockpile material for trenches will be placed upslope of the excavation to be promptly backfilled into trenches. Trenches to be stabilized same day for linear pipe work. All work in creeks and streams must be completed in the dry. Please see Detail 30.13 on Sheet CE3.2 and Specification 31 23 19 for dewatering requirements. e SSE AC +00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 SSE SSE SSE SSE SSE SSE e e e e e e e e e e SSE SSE SSE SSE SSE SSE SSE S SSE SSE 30 60 120 180 2400 Scale: 1" = 60' Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - E r o s i o n C o n t ro l . d w g 3 / 7 / 2 0 2 3 1 0 : 4 0 : 3 9 P M PERENNIAL STREAM EMERGENT WETLANDS SILT FENCE OUTLET (TYP). SEE DETAIL SHEET C3.2SILT FENCE. SEE DETAIL SHEET C3.4 (TYP) 100-YR FLOODWAY SILT FENCE (TYP.) SEE DETAIL SHEET CE3.2 SILT FENCE OUTLET (TYP.) SEE DETAIL SHEET CE3.2 100-YR FLOODWAY EXISTING PAVED GREENWAY PATH MA T C H L I N E S T A 3 3 + 5 0 , S H E E T C E 2 . 3 250 RIPARIAN BUFFER AS PART OF THE CONSERVATION EASEMENT 100-YR FLOODPLAIN PERMANENT ACCESS ROAD MA T C H L I N E S T A 1 8 + 0 0 , T H I S S H E E T MA T C H L I N E S T A 1 8 + 0 0 , T H I S S H E E T EXISTING PARK SHELTER BORE RECEIVING PIT BORE LAUNCH PIT BORE RECEIVING PIT. DOUBLE ROW SILT FENCE (TYP) 50' CATAWBA BASIN RIPARIAN BUFFER TEMPORARY STREAM CROSSING PER DETAIL 3. STABILIZE STREAM BANKS PER DETAIL 218. RIP RAP SHALL BE REMOVED AND AREA RESTORED AFTER CROSSING IS COMPLETE. ALL WORK MUST BE COMPLETED IN THE DRY, SEE NOTE 6. DOUBLE ROW SILT FENCE (TYP). SEE SHEET CE3.2 DOUBLE ROW SILT FENCE (TYP) DOUBLE ROW SILT FENCE SEE SHEET CE3.2 HDD PIT. INSTALL SILT FENCE PER DETAIL 4 (TYP) Wattle 34+00 35+00 36+00 3 7 + 0 0 3 8 + 0 0 3 9 + 0 0 4 0 + 0 0 41+0041+05 e e e e e e e e e e SSE SSE SSE S S E S S E S S E SSE SSE SSE S S E S S E S S E AC AC AC AC AC AC AC AC AC AC Notes 1. Polyacrylamides (PAM) shall be used to reduce turbidity and suspended solids whenver a sediment trap, basin, pit, hole or building foundation is being pumped out to remove sediment laden water. This activity must be inspected and approved by the regional erosion control inspector. 2. Use Double Row Silt Fence along creeks and wetlands. 3. Silt fence around bore pits, see detail 3 Sheet CE3.4 4. A ground cover sufficient to restrain accelerated erosion must be provided within 7-14 calendar days of the date of last land-disturbing activity on any portion of the project. See seeding details on Sheet CE3.1. 5. All diversion ditches and interior basin slopes must be matted. See detail 30.20 on Sheet CE3.2. 6. Stockpile material for trenches will be placed upslope of the excavation to be promptly backfilled into trenches. Trenches to be stabilized same day for linear pipe work. All work in creeks and streams must be completed in the dry. Please see Detail 30.13 on Sheet CE3.2 and Specification 31 23 19 for dewatering requirements. e SSE AC 30 60 120 180 2400 Scale: 1" = 60' Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - E r o s i o n C o n t ro l . d w g 3 / 7 / 2 0 2 3 1 0 : 4 0 : 5 1 P M TREE PROTECTION FENCE (TYP.). SEE DETAIL SHEET CE3.4 100-YR FLOODPLAIN DOUBLE ROWSILT FENCE ALONG CREEK. SEE DETAIL SHEET CE3.2 MA T C H L I N E S T A 3 3 + 5 0 , S H E E T C E 2 . 2 TEMPORARY CONSTRUCTION ACCESS TEMPORARY CONSTRUCTION LAYDOWN 50 . 0 ' TREE PROTECTION FENCE (TYP.) 50.0' SILT FENCE OUTLET (TYP.) SEE DETAIL SHEET CE3.2 Wattle UK U T I L UK U T I L UK U T I L UK U T I L UK U T I L 101010121014 1 0 1 2 10 1 2 101 4 0+ 0 0 1 + 0 0 2+ 0 0 0+ 0 0 1+00 2+00 3+00 4+00 20 . 0 ' 20 . 0 ' SSE SSE SSE SS e SSE SSE SSE e e e e e e e e e e e e e e e e e SS E S S E S S E SS E S S E e e e e e e e e e AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC 101010121014 1 0 1 2 101 4 0+ 0 0 16.00 15.50 16.00 15.75 16.25 15.50 16.05 16.05 16.24 15.75 16.50 16.50 16.50 16.50 16.35 16.50 16.25 16.25 10.00 11.00 12.00 13.00 14.00 15 . 0 0 ' 15 . 0 0 ' 10.00' 10.00' 18" 0+ 0 0 1+00 SSE S e e e e e e e e e e e e e e e e S S E SSE S S E S S E e e e e e AC AC A AC AC AC e Notes 1. Polyacrylamides (PAM) shall be used to reduce turbidity and suspended solids whenver a sediment trap, basin, pit, hole or building foundation is being pumped out to remove sediment laden water. This activity must be inspected and approved by the regional erosion control inspector. 2. Use Double Row Silt Fence along creeks and wetlands. 3. Silt fence around bore pits, see detail 3 Sheet CE3.4 4. A ground cover sufficient to restrain accelerated erosion must be provided within 7-14 calendar days of the date of last land-disturbing activity on any portion of the project. See seeding details on Sheet CE3.1. 5. All diversion ditches and interior basin slopes must be matted. See detail 30.20 on Sheet CE3.2. 6. Stockpile material for trenches will be placed upslope of the excavation to be promptly backfilled into trenches. Trenches to be stabilized same day for linear pipe work. All work in creeks and streams must be completed in the dry. Please see Detail 30.13 on Sheet CE3.2 and Specification 31 23 19 for dewatering requirements.Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - E r o s i o n C o n t ro l . d w g 3 / 7 / 2 0 2 3 1 0 : 4 1 : 0 0 P M ACCESS DRIVE NOTES: 1. TEMPORARY CONSTRUCTION ACCESS DRIVE TO REMAIN AT END OF PROJECT AND TRANSFERRED TO PROPERTY OWNER. 2. PERMANENT ACCESS DRIVE TO BE INSTALLED AND MAINTAINED BY CITY OF MORGANTON. DRIVEWAY PERMIT TO BE ACQUIRED. 3. ACCESS LIMITED TO THE CONSTRUCTION ACCESS. IF CONTRACTOR WISHES TO USE THE EXISTING DRIVE THEY MUST SUBMIT DETAIL FOR SEDIMENT TRACK AND OBTAIN PRIOR APPROVAL FROM ENGINEER. 4. DO NOT IMPACT ANY WETLANDS OUTSIDE OF THE LIMIT OF DISTURBANCE LIFT STATION SITE PLAN TEMPORARY CONSTRUCTION LAYDOWN YARD AND STOCKPILE LOCATION PROPOSED DRIVEWAY. TIE INTO EXISTING CONCRETE APRON. RIGHT-OF-WAY PROPOSED PROPERTY LINE DITCH 1. SEE CE3.2 FOR MATTING DETAILS. ROADSIDE DITCH MAT DITCH WITH NORTH AMERICAN GREEN C125 OR APPROVED EQUIVALENT INV IN: 1012.5 FT INV OUT: 1012.0 FT 24 LF 18" RCP CLASS IV 48 LF 48" RCP Class III INV. IN: 1010.2 FT INV. OUT: 1009.7 FT PROPOSED CONTOUR LINES (TYP) EXISTING CONTOUR LINES (TYP) DITCH 2. SEE CE3.2 FOR MATTING DETAILS. PROPOSED FENCE LINE TEMPORARY CONSTRUCTION LAYDOWN YARD AND STOCKPILE LOCATION TEMPORARY CONSTRUCTION ACCESS DRIVE. SEE NOTE 1 EXISTING DRIVEWAY APRON 5102030400 Scale: 1" = 10' 20 40 80 120 1600 Scale: 1" = 40' PERMANENT ACCESS DRIVE. SEE NOTE 2. TEMPORARY CONSTRUCTION LAYDOWN YARD SPOT ELEVATION (TYP) PROPOSED PAVED DRIVEWAY BORE LAUNCH PIT BORE RECEIVING PIT BORE LAUNCH PIT BORE LAUNCH PIT ROCK CHECK DAM (TYP). SEE DETAIL 30.10C ON SHEET CE3.2. ROCK CHECK DAM (TYP). SEE DETAIL 30.10C ON SHEET CE3.2. CLASS I RIP RAP NCDOT STD. 876.02 DOUBLE ROW SILT FENCE ADJACENT TO WETLANDS. SEE DETAIL SHEET CE3.2 TEMPORARY STREAM CROSSING PER DETAIL 3. STABILIZE STREAM BANKS PER DETAIL 218. RIP RAP SHALL BE REMOVED AND AREA RESTORED AFTER CROSSING IS COMPLETE. ALL WORK MUST BE COMPLETED IN THE DRY, SEE NOTE 6.WATTLE WATTLE Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3 / 7 / 2 0 2 3 1 0 : 4 1 : 4 9 P M Alternative native species: Switchgrass (Panicum Virgatum), Splitbeard Bluestem (Andropogon Ternarius), Beggarlice (Desmodium spp.), and Partridge Pea (Chamaecrista Fasciculata). Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - M o r g a n t o n B o s t R d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3 / 9 / 2 0 2 3 6 : 0 1 : 4 8 A M 5. SEE SPECIFICATIONS 31 23 19 FOR ADDITIONAL DEWATERING REQUIREMENTS Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - m o r g a n t o n b o s t r d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3 / 7 / 2 0 2 3 1 0 : 4 2 : 0 9 P M Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - M o r g a n t o n B o s t R d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3 / 8 / 2 0 2 3 9 : 5 6 : 2 4 A M BORE PIT LENGTH BORE PIT LENGTH 20' M I N . ROAD OR STREAM CROSSING SEE STND MORGANTON BORE ENCASEMENT DETAIL 211 ON THIS SHEET FOR MINIMUM PIPE DEPTHS BORE PITS - SEE CIVIL PLANS FOR SIZING INSTALL SILT FENCING AROUND BORE PIT PERIMETER. SEE FOR SILT FENCE DETAIL 30.06A ON SHEET CE3.2 INSTALL SILT FENCING AROUND BORE PIT PERIMETER. SEE SILT FENCE DETAIL 30.06A ON SHEET CE3.2 NOTES: 1. INSTALL CARRIER PIPE AND CASING PIPE IN THE DRY. SEE STND DEWATERING DETAIL 30.13 ON SHEET CE3.2 . 2. SPOIL PILES TO BE REMAIN WITHIN THE LIMITS OF DISTURBANCE. LOCATE PILES A MINIMUM OF EIGHT FEET FROM THE TOP OF THE BANKAND SLOPE LANDWARD TO PREVENT DIRECT DRAINAGE FROM THE SPOIL PILE BACK INTO THE WATERWAY. 3. WHERE RUNOFF FROM THE PILE MAY OCCUR, PLACE FILTER FENCE AT THE BASE OF THE SPOIL PILE (BETWEEN THE PILE AND THE DITCH BANK) TO HELP RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED. 20 ' M I N . Q: \ C H A \ P r o j e c t s \ 1 0 9 3 - M o r g a n t o n B o s t R d \ C A D \ C D s \ 1 0 9 3 - D e t a i l s . d w g 3 / 8 / 2 0 2 3 9 : 5 3 : 3 1 A M 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. PLACE UPLAND AND NOT DIRECTLY IN THE CREEK Base Flow + (1-2 ft MIN) DIKE TYPES INSET A INSET B INSET C INSET A INSET B INSET A-B SANDBAGS SHEET PILLING STONE W/POLYPROPYLENE SHEET PILLING STONE W/POLYPROPYLENE ELEVATION VIEW SANDBAGS