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Home My WebLink About20230512 Ver 1_More Info Received_20230602 (2)DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 111C13 CHATHAM RANDOLPH MEGASITE SEWER SYSTEM EXTENSION CHATHAM COUNTY, NORTH CAROLINA SCHEDULE OF DRAWINGS SHEET NUMBER SHEET TITLE G-001 COVER SHEET G-003 EROSION CONTROL NOTES C-101 PLAN AND PROFILE FORCEMAIN STA. 10+00 TO STA. 24+50 C-102 PLAN AND PROFILE FORCEMAIN STA. 24+50 TO STA. 39+00 G-002 NOTES, ABBREVIATIONS AND LEGEND C-103 PLAN AND PROFILE FORCEMAIN STA. 39+00 TO STA. 53+50 C-104 PLAN AND PROFILE FORCEMAIN STA. 53+50 TO STA. 68+00 C-105 PLAN AND PROFILE FORCEMAIN STA. 68+00 TO STA. 82+50 C-106 PLAN AND PROFILE FORCEMAIN STA. 82+50 TO STA. 97+00 C-107 PLAN AND PROFILE FORCEMAIN STA. 97+00 TO STA. 111+50 C-108 PLAN AND PROFILE FORCEMAIN STA. 111+50 TO STA. 127+00 C-109 PLAN AND PROFILE FORCEMAIN STA. 127+00 TO STA. 140+50 C-110 PLAN AND PROFILE FORCEMAIN STA. 140+50 TO STA. 155+00 C-111 PLAN AND PROFILE FORCEMAIN STA. 155+00 TO STA. 169+50 C-112 PLAN AND PROFILE FORCEMAIN STA. 169+50 TO STA. 184+00 C-113 PLAN AND PROFILE FORCEMAIN STA. 184+00 TO STA. 198+50 C-114 PLAN AND PROFILE FORCEMAIN STA. 198+50 TO STA. 213+50 C-115 PLAN AND PROFILE FORCEMAIN STA. 213+50 TO STA. 227+50 C-116 PLAN AND PROFILE FORCEMAIN STA. 227+50 TO STA. 242+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com Docu Signed by: 527402,1 IS p SS/p°°°°`��, SEAL o o. 034999 0 - ;Q° ate; 5/25/2023 C-117 PLAN AND PROFILE FORCEMAIN STA. 242+00 TO STA. 256+50 C-118 PLAN AND PROFILE FORCEMAIN STA. 256+50 TO STA. 271+00 C-119 PLAN AND PROFILE FORCEMAIN STA. 271+00 TO STA. 284+50 C-120 PLAN AND PROFILE FORCEMAIN STA. 284+50 TO STA. 300+00 C-121 PLAN AND PROFILE FORCEMAIN STA. 300+00 TO STA. 314+50 C-122 PLAN AND PROFILE FORCEMAIN STA. 314+50 TO STA. 329+00 C-123 PLAN AND PROFILE FORCEMAIN STA. 329+00 TO STA. 343+50 C-124 PLAN AND PROFILE FORCEMAIN STA. 343+50 TO STA. 358+00 C-125 PLAN AND PROFILE FORCEMAIN STA.358+00 TO STA. 372+50 C-126 PLAN AND PROFILE FORCEMAIN STA. 372+50 TO STA. 387+00 C-127 PLAN AND PROFILE FORCEMAIN STA. 387+00 TO STA. 395+28.91 C-201 BUILDING FLOOR PLAN C-202 BUILDING SECTION AND WALL SECTION C-203 BUILDING ELEVATIONS C-204 BUILDING SITE PLAN C-501 MISCELLANEOUS DETAILS C-502 MISCELLANEOUS DETAILS C-503 MISCELLANEOUS DETAILS C-504 MISCELLANEOUS DETAILS C-505 MISCELLANEOUS DETAILS C-506 TYPICAL SECTIONS MAY 2023 DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 LIMITS OF DISTURBANCE = 16.1 ACRES S GENERAL SEWER NOTES 34 UPDATED MARCH, 2017 1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY ACCESS EASEMENTS SHOWN. 2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS NOTED. 3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG. 4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH CAROLINA. 5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. 6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS. 7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING. 9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" SEPARATION. IF 24" SEPARATION IS NOT OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES. 10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING SHALL BE FLANGED JOINT. 12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS. 13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS. 14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. 16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT. 18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT SPECIFICATIONS. 19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE IRON IN PAVED AREAS. 20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S EXPENSE. 21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP. 23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED. NCDOT PROJECT SPECIFIC NOTES: 1. ALL BLOW -OFF VALVES, VAULTS, MANHOLES AND OTHER APPURTENANCES WITHIN THE NCDOT RIGHT OF WAY SHALL BE LOCATED BEHIND THE DITCH AND AT THE RIGHT OF WAY LINE. MANHOLES AND/OR VAULTS SHALL NOT BE PLACED IN THE DITCH LINE, SIDE SLOPES OF DITCHES OR IN THE PAVEMENT. 2. FLOWABLE FILL SHALL BE PUMPED INTO THE ANNULAR VOID BETWEEN CARRIER PIPES AND STEEL ENCASEMENT PIPES 24 INCHES OR LARGER. 3. AT BORE AND JACK LOCATIONS, MINIMUM COVER IS MEASURED FROM TOP OF CASING TO FINISHED GRADE. 4. MAINTAIN DRAINAGE IN PROJECT AREA - RE -GRADE EFFECTED DITCH LINES TO MATCH OR EXCEED PRE -CONSTRUCTION CONDITIONS. 5. THE BACKFILL AROUND AND UNDER PIPES OR OTHER UTILITY INSTALLATIONS ON ALL OPEN CUT SECTIONS PARALLEL TO NCDOT ROADWAYS WITHIN CONSTRUCTION LIMITS SHALL BE MADE OF APPROVED MATERIAL, FREE FROM ROCKS IN 6-INCH LOOSE LAYERS, OR OTHER APPROVED METHODS, AND SHALL BE COMPACTED TO AT LEAST 95-PERCENT OF STANDARD DENSITY AS DETERMINED BY AASHTO METHOD T-99. Z2 EXISTING CONDITIONS LEGEND ,M °PED TELEPHONE PEDESTAL ELEC ELECTRIC PEDESTAL ,cnry PED CABLE TV PEDESTAL iSIGN SIGN J CATV UNDERGROUND CABLE TV SIGN JUG FOC UNDERGROUND FIBER OPTIC CABLE SIGN JUG TCS UNDERGROUND TELEPHONE CABLE SIGN JUG GAS UNDERGROUND GAS LINE SIGN JUG ELEC UNDERGROUND ELECTRIC LINE SIGN LP LIGHT POLE • UP UTILITY POLE G GUY WIRE ANCHOR OTSP TRAFFIC SIGNAL POLE RXR RAILROAD CROSSING SIGNAL Q MH MANHOLE 0 SSMH SANITARY SEWER MANHOLE Q SDMH STORM DRAIN MANHOLE 0Comm COMMUNICATION MANHOLE ELMH ELECTRICAL MANHOLE Q J.B. JUNCTION BOX 1' SPIGOT SPIGOT/YARD HYDRANT O C.O. SEWER CLEAN -OUT O E.SS ELECTRIC SERVICE STUB -OUT 0 &SS GAS SERVICE STUB -OUT ®C6 CATCH BASIN 'CI CURB INLET OwM WATER METER AFH FIRE HYDRANT °° wv WATER VALVE >a BLOw OFF VALV. BLOW OFF VALVE AGM GAS METER AG/V GAS VALVE >a Icv IRRIGATION CONTROL VALVE °° PIV POST INDICATOR VALVE ® E.JUNC ELECTRIC JUNCTION BOX OR OUTLET Box TRAFFIC SIGNAL BOX x x x 0 0 0 0 0 0 0 0 0 0 0 0 0 4 CALCULATED POINT GIPS 1/2" REBAR SET WITH CAP 0 CONCRETE MONUMENT MCM-R/W RIGHT-OF-WAY MONUMENT ®DOT MON D.O.T. CONTROL POINT •RBF REBAR FOUND •RRSPIKE RAILROAD SPIKE OPK NIL PK NAIL FOUND / SET SPINDLE SPINDLE FOUND / SET OCPHUB HUB & TACK SET C ML GPS CONTROL POINT NAIL SET / FOUND CONTROL POINT/NAIL SET GPS CP/MP CONTROL POINT TEMPORARY MARK *NOS METAL ROD NATIONAL GEODETIC SURVEY METAL ROD NGS CM NATIONAL GEODETIC SURVEY CONCRETE MONUMENT TEMPORARY CONTROL POINT SET ® NETWORK TRIANGULATION POINT A STAKE STAKE FOUND 40 INTERSTATE HIGHWAY 66 U.S. HIGHWAY FIFE ELEVATION FINISHED FLOOR ELEVATION e Mw MONITORING WELL •PZ PIEZOMETER ® LANDFILL GAS MONITORING PROBE • SURFACE WATER SAMPLING LOCATION 0 LANDFILL GAS VENT O LANDFILL GAS COLLECTION WELLHEAD POTABLE WATER WELL OMB MAILBOX OR PAPER BOX ❑PB POSTAL DROP BOX j SAT DISH SATELLITE DISH OYARD ORNAMENT STATUE, BIRD BATHS, ETC. TREES 0 SHRUBS / BUSHES (H) HORIZONTAL GROUND DISTANCE (G) NC STATE PLANE GRID DISTANCE CULVERT FENCE SILT FENCE GUARD RAIL APPROXIMATE LOCATION OF EXISTING SEWER LINES APPROXIMATE LOCATION OF EXISTING WATER LINES APPROXIMATE LOCATION OF EXISTING GAS LINES TOP & TOE LINES DITCH LINES APPROXIMATE LOCATION OF UNDERGROUND CABLE TV LINE APPROXIMATE LOCATION OF OVERHEAD CABLE TV LINE APPROXIMATE LOCATION OF UNDERGROUND FIBER OPTIC CABLE LINE APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC LINE APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINE APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE LINES APPROXIMATE LOCATION OF OVERHEAD TELEPHONE LINES RIGHT-OF-WAY TREELINE SHRUBLINE PROPERTY LINE NOT SURVEYED 00000000000000000000000 R O C K LI N E - - - - - STREAM LINE q SURVEY INFORMATION PROVIDED BY- @McG A S S O C I A T E S 55 BROAD STREET ASHEVILLE, NC 28806 PH. (828) 252-0575 NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-0459 q IPS RBF OTIPF CTIPF CMU R/W C POB CID PB DB L BLDG CIP CMP CONC CMU CPP DIP E&T FOC GIP O/H RCP U /G VCP PVC FFE PG REF DOT NGS NCSP MTR BOX CENTERLINE ROADS CENTERLINE OTHER THAN ROADS SWAMPLINE/WETLANDS APPROXIMATE LOCATION OF OVERHEAD UTILITY LINE IRON PIN SET REBAR FOUND OPEN TOP IRON PIN FOUND CRIMPED TOP IRON PIN FOUND CONCRETE MASONRY UNIT RIGHT OF WAY CENTERLINE CURVE (SEE CURVE TABLE) POINT OF BEGINNING CALCULATED POINT PLAT BOOK DEED BOOK LINE (SEE LINE TABLE) BUILDING CAST IRON PIPE CORRUGATED METAL PIPE CONCRETE CONCRETE MASONRY UNIT CORRUGATED PLASTIC PIPE DUCTILE IRON PIPE ELECTRIC & TELEPHONE FIBER OPTIC CABLE GALVANIZED IRON PIPE OVERHEAD REINFORCED CONCRETE PIPE UNDERGROUND VITRIFIED CLAY PIPE POLYVINYL CHLORIDE PIPE FINISHED FLOOR ELEVATION PAGE REFERENCE DEPARTMENT OF TRANSPORTATION NATIONAL GEODETIC SURVEY NORTH CAROLINA STATE PLANE METER BOX DocuSigned by: CA gEFORFy CHATHAM-RANDOLPH MEGASITE SHEET 5274Q9� LE j ooRO�i v G NOT TO SCALE 5 Regional Circle ` =oo�oFEssio�9 ��,, o� SEWER SYSTEM EXTENSION Suite A o • �' NOTES, ABBREVIATIONS AND LEGEND SEAL < o Pinehurst, NC 28374 Qo 034999 0� ` • a o TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 = -v o. NC Firm License # C-0459 %,G�,0 oo GINS --* C_j �; �9�' �'�� M I D. HONEYCUTT D. HONEYCUTT G=002 /��i HONEy��`�� GGING QP�� 2 5/9/23 DLH NCDOT COMMENTS PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # C9 mcgillassociates.com 5/25Y�02%\\ CHATHAM COUNTY, NORTH CAROLINA NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 REFER TO CURRENT NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. https: //deq.nc.gov/about/divisions/energy-mineral-and-land-resources /erosion -and-sediment- control 5 Regional Circle Suite A C9Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com -DocuSigned by: -5274,§ �A 000M�o°�%; �a ¢moo �9< o7 % SEAL a Q oQ 034999 oti� 0. 0- CINE�y 0 ....0* 4. HON ''�,iilllltt,,,, 3/14/2023 EC NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES 44 J FEBRUARY 2023 GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK. 1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND DEMOLITION) OCCUR. CONTACT DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAND -DISTURBED ACTIVITY. THE CONTACT NUMBER IS (919) 791-4200. 2. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES. 3. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTION RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT. 4. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. 5. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER STREAM PROTECTION DURING EXCAVATION DETAIL. STABILIZATION SHALL BE COMPLETED DAILY IN AREAS WITHIN 100' OF STREAMS OR WETLANDS. SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN. 6. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED. 7. PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN. 8. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION. 9. ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT CROSSINGS. 10. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLES SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER. 11. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 12. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. 13. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. 14. WHEN THE PROJECT IS COMPLETE THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE EROSION AND SEDIMENT CONTROL PLAN. CUT/FILL SLOPES SEEDING MIXTURE: SPECIES RATE (lb/acre) TALL FESCUE 100 SWITCHGRASS AND PARTRIDGE PEA MIX 30 KOBE LESPENDEZA 10 NURSE PLANTS: BETWEEN MAY 1 AND AUG 15, ADD 101b/ac GERMAN MILLET OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS IN MARCH. SEEDING DATES: BEST POSSIBLE AUG 25 - SEPT 15 AUG 20 - OCT 25 FEB 15 - MAR 20 FEB 1 - APRIL 15 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac 10-10-10 FERTILIZER. MULCH: APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. MAINTENANCE: MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY. TEMPORARY SEEDI SEEDING MIXTURE: SPECIES RATE (lb/acre) RYE (grain) 120 SEEDING DATES: AUG 15 TO DEC 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 Iyac GROUND AGRICULTURAL LIMESTONE AND 750 Ib ac 10-10-10 FERTILIZER. MULCH: APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION SEEDING MIXTURE: SPECIES RATE (Ib/ac) TALL FESCUE 250 (6 Ib/1000 sq ft) NURSE PLANTS: BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 Ib/ac RYE (GRAIN). SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac 10-10-10 FERTILIZER. MULCH: USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER (3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4". o Q GING QP� 1 03/14/23 DLHI NCDMLR COMMENTS NO. DATE BY DESCRIPTION PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect {during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDOs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from Stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or ■ They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment a Within 24 hours, an oral or electronic notification. deposition in a . Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -rase basis. If the stream is named on the NC 303Ldl fist as impaired for sediment - re iated causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) ail spills and ■ Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release - substances per Item 1(b)-(c) above (c) Anticipated . A report atieasr fen days before the date of the bypass, ifpossible- bypasses[40 CFR The report shall include an evaluation of the anticipated quality and 122.41(irl effect of the bypass. (d) Unanticipated ■ Within 24 hours, an oral or electronic notification. bypasses [40 CFR ■ Within 7 calendar days, a report that includes an evaluation of the 122.411irl quality and effect of the bypass. (e) Noncompliance ■ Within 24 hours, an oral or electronic notification. with the conditions Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(I)(7)) prevent reoccurrence of the noncompliance. 140 CFR 122,410)(6), ■ Division staff may waive the requirement for a written report on a case -by -case basis. K NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/191 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. E: Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary stabilization Permanent stabilization ■ Temporary grass seed covered with straw or ■ Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers ■ Hydroseeding ■ Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed ■ Hydroseeding • Appropriately applied straw or other mulch ■ Shrubs or other permanent plantings covered ■ Plastic sheeting with mulch ■ Uniform and evenly distributed ground cover sufficient to restrain erosion ■ Structural methods such as concrete, asphalt or retaining walls ■ Rolled erosion control products with grass seesLi POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary contain EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level round at least 50 feet away from storm drains P g Y streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER IrgL Ah) NN1C LLt 16 k64 II�� ISAMI S10M0 N i�L lmuel e,s.o N ILL tmo�q.� lolw'av�Ll�'ilL■ L M NLl[ v..mr L M mL=IL MI■dr N■L'IIN. fWL yip �j,L p yra�p S LWMLO MY M LlO MLIa If1L1LT fR? M t1■L11C 7s O M N■LII■R rMM,pdry� �jLL,,r M MM amo■e MMII N■■IINC m m = t11LL N NLO R nmas aan wwas 1LN ills R1L■ ays amoan wean mlclu[ pmow GR% 46FT� ADENE MAIE VASIa1T STRnCTIITE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. ` 1`, NORTH CAROLINA 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. ment structures. 4b ' Environmental Quality NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA NOT TO SCALE OFFICE MANAGER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT REVIEWER EROSION CONTROL NOTES DATE PROJECT # FUNDING # DECEMBER 2022 13.04039 N/A EFFECTIVE: 04/01 / 19 SHEET G=003 M 0 v 0 DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 Al PROPOSED LIFT STATION\ SEE SHEET C-204 N aI \� ��♦ 1 0 1 I +50�I \ ~ ♦♦' LO 10♦ fM s '�/ ♦♦ h � PROPOSED DOUBLE BARREL 6'H x 11'W / REINFORCED CONCRETE BOX CULVERT. SEE SECTION AT BOX CULVERT, SEE / SHEET C-506 /R.10\!NE /N0� CP ._0 • / 0000 ssa h`°0000 OO /' 10 00 N PLAN � ./ 00 � N A °0000 \ \.0000 0001, O k )SED GRAVEL DRIVE $ REPAIR PER DETAIL �, n ' ' .000 ABILIO A CARDONA / PIN# 8732764295 / RANDOLPH COUNTY 0000 / 0000 \/ r \ / \ ♦ / g+ ' �\ , \ 0000 PROPOSED 18 C905—DR 21 u / / \ 5 \ \ \ \ /� -/ . ♦ \ ♦ / PVC FORCE MAIN 00000 1 O / 3 MIN. COVER TYP. -Exls I�1G\STREAM \ 6 -=� \\ /\ I ♦ / G\S \\NE \ ;\ ) I ♦ / NAY /\�\\\ \\\\\ \ _---�_ _ \ \k \\'✓/, I ♦ �' / ' /pNDO\ PROPOSED GRAVEL DRIVE o \ \ \ \ \ \ - i '\/ ♦ ♦ / REPAIR PER DETAIL O o N :, - - N i \ 584- - O o L 583 — — / + •�� \\ `\\�\ \`\--- �,\ \ \\ ` �`\ �r Il I ♦ ♦ / /' PROPOSED 16 1582- --' `/ \ \ \ `\\��\ \`\�--�' ` �� ` \\ \ 1 WIDE GRAVEL / _ \ \ \ \ \ ,♦ , / '2 ♦ ACCESS DRIVE 5i \\ \ \\ �'��\\\ ---\ ` \TE�MP�R �Y �lL`T \\ rA o / ♦ xoo o ,� \ \ \ \/-.-'� \ \ — \� `N 6F� RFDt\TA`I 1 I'� s� ♦ ♦ �`' k i , '' w \ \ ' `\ -� \ \\ \ \ ,, i /� �♦ PROPOSED LIMITS /� 1 1 ♦ ♦ OF DISTURBANCE \ \ / \ \� da,• //� //1/ J k 581 / \ - 00.�•`\\`\`� TEMPORARY RIPRAP CH�CK DAM PER ♦ '2 ,�� v v v v vvv v vvvvvvv� \, DET\A1L, TYPICAL `v � 0' \ R . 0w 585 580 575 570 565 555 550 545 PROPOSED s'°ram 1 0 ls69 / R0`N APPROXIMATE NCDOT RIGHT—OF—WAY -Tts6�MPORARY INLET PER NCDOT "AS CONSTRUCTED PLANS" /Row PROTECTION, TYPICAL PROPOSED CONSTRUCTION Al ENTRANCE NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION LINING TYPE MINIMUM WATTLE SPACING 16+55 TO 26+60 NAG S75 MATTING OR EQUAL 50' O.C. PROPOSED 50 LF 18" CMP ® 0.84 PROPO�ED 18" CLASS 250_DI FORCE_MAIN zry -' � > 0 ro U 11 +00 12+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com PVOPD DIP TO TR�NSITION � W 13+00 14+00 15+00 16+00 —DocuSigned by: /.?, G -5274o�0iq C 0 So,,, � . o 0 of �otio 2 . 10 =o4,z- y� oy Qy V , C = o SEAL _ , O o034999 0 0 �� ; �FocINE��°°GJ:' 00H N9,� 3 5/9/23 DLH NCDWI COMMENTS 4 GING QP� 1 03/14/23LBY NCDMLR COMMENTS iiiiii,,,\, NO. DATE DESCRIPTION 5/25/2023 PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 5' EXISTING I GROUND PROPOSED 18" C 05-DR 21 PVC FORCE MAIN (3' MIN. COVER, YP.) 17+00 18+00 19+00 20+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 21 +00 22+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT 23+00 585 575 570 565 560 555 550 545 24+00 24+50 PLAN AND PROFILE FORCEMAIN STA. 10+00 TO STA. 24+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 0 1 H U w J w 0 z 0 F_ z 0 co z w X w w w w DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 IIe CIS PLAN / LO + cv J Q�r-585 TEMPORARY INLET / PROTECTION, TYPICAL O / o + / o TEMPORARY WATTLE, + TYPICAL G\5 PROPOSED 18" C905-DR 21 O to/� N � / O / / RP LPN GON PVC FORCE MAIN - I O (3 MIN. COVER, TYP.) • • —'—� ' � 0 O PROPOSED LIMITS TEMPORARY RIPRAP CHECK o �r�� — L = �— — �— __ _ _ __ ____ __ _ �•_..� ��— _ + OF DISTURBANCE DAM PER DETAIL, TYPICAL _, _ __ __ _ —DL �I \ \\\a w= =.� \ STING - D �— — — — I J I � � _- _ \ .�♦' � \ WETLAND AREA g16 JCS PEA U.E _, ♦ —� o 5 h�k S.R.2 OAS \ �!♦� \ ^'` k O �� o_�L/-- �� `'a�h/ _ BROW— — —ROW— — — — _ROW— h 5 565 ``\ \�z ♦♦ O O ' ` \ \� c9 ROWS w ROW, `� ♦ \ k0 �/o 10 p �yo e F, \ TEMPORARY SILT Row\00 �� ♦ ��__ - Row FENCE, TYPICAL APPROXIMATE NCDOT RIGHT-OF-WAY \RO 586 - �R°w� PER NCDOT "AS CONSTRUCTED PLANS" w� � PROPOSED AIR/VACUUM RELIEF \ROWv S VALVE (AT ACTUAL HIGH POINT) �VZ R Q NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 5' LOCATION LINING TYPE MINIMUM WATTLE SPACING CENTERED ON RCP 595 26+60 TO 35+00 NAG S75 MATTING OR EQUAL 30' O.C. 595 35+00 TO 42+75 NAG S75 MATTING OR EQUAL 100' O.C. PROPOSED AIR VACU M RELIEF 590 590 585 ---- ------------ - I---------- ��-- EXISTING GROU14D 580 OMEN=- 580 '�� A II �— II 575 575 570 570 '��. --�---- ------ 5659-1 565 0 z ------ ' ' ' , 7%q ---------- ----------- -�---------- ----- J 24"RCP 560 I 560 555 555 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com DocuSigned by: � �,�N'�'^+"R'��, 5274Q2\ �C��B51°° ooO�C /i �_oo�oF� s�-4 o'er _ 9< = SEAL o = - 0 034999 0 __ �� °o o° L°oFN ��;� J =, �p °° GINE °° c, ' /'1,,4 o°HONEy.``��\ 5�z'��td�,�� eEFoRF ��`' �'o� Q y�, O �k,� F ,� Q' �/� QP DING CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY 50 0 25 50 100 PLAN AND PROFILE FORCEMAIN TA. 24+50 T TA. 39+00 SHEET C=1 02 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT 1 03 14 23 / / DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER D. HONEYCUTT REVIEWER DATE DECEMBER 2022 PROJECT # 13.04039 FUNDING # N/A NO. DATE BY DESCRIPTION DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 IIe \ Y �- PLAN Zr O O U U NO E: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXA T LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. p TEMPORARY INLET UNRECORDED OWNER PROTECTION PER o �� II�gTCH PIN# 8732757941 DETAIL, TYPICAL o n LINE S7.A 39 RANDOLPH COUNTY R r +00 ICI + R0`N-' Ul 'a PROPOSED LIMITS o `O / 510�• �—y 69 OF DISTURBANCE +- � ROW • � / ♦�� "N�-L--- —// BRA \CP PROPOSED CONCRET +• DRIVE REPAIR PER D AIL I 40 ABILIO A CARDONA Op •'•• f= �••l I 510 11 1 +�0 to PIN# 8732764295 •••_ RANDOLPH COUNTY O / • • • • - �j / oI\— — — — — _ _ / 11 I d- - 572 \� / � i ----- h�� - - I o // __--573 510 PROPOSED GRAVEL DRIVE I A- f -574 � ,- REPAIR PER DETAIL 1 TEMPORARY CHECK DAM, TYPICAL o ' 0 41+00 �/ / /--�Row/ PROPOSED 18" C905-DR 21 I 00 PVC FORCE MAIN it i ko/Row 5 z 1,:Sso (3' MIN. COVER, TYP.) c�2+013 i 580 5,5- / o3 � -----� _575 __ / _, _ _ ' �g �``,Cr`cj' PROPOSED AIR/VACUUM RELIEF Row VALVE (AT ACTUAL HIGH POINT) �< PROPOSED 18 PLUG � \�, .r/ \ VALVE W/VALVE BOX / w ,� gyp'' -74 ,Row' APPROXIMATE COUNTY LINE PER TEMPORARY DROP INLET NCDOT "AS CONSTRUCTED PLANS" —573- PROTECTION PER i I 18011 DETAIL, TYPICAL /Mop APPROXIMATE NCDOT RIGHf\--OF-WAY PER NCDOT "AS CONSTRUCTED PLANS" PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 5' LOCATION LINING TYPE MINIMUM WATTLE SPACING 595 595 50+10 TO 57+40 NAG S75 MATTING OR EQUAL 100' O.C. 590 590 585 585 PROPOSED 18 PLUG PROPOSED AIR/VACUUM RELIEF VALVE W ALVE BOX VALVE AT ACTUAL HIGH P INT EXISTING GROUND 580 580 - 575 .---- ---- - -------- ,,, 575 570 --- ----- ------- - , ,,- ------------ ------------ - - 570 565 18" C9 —PROPOSED 5-DR 21 565- PVC FORCE MAIN 3' MIN. COVER T 560 560 555 555 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 53+50 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com DocuSigned by: N'cARo,,,,,, 5274Q8�'16S13gC�000000 i ; oeoo ssi ti° o�=; = SEAL *0= - 0 034999 0 __ �� °o o° L°oFN ��;� '-,'O °°°�!NE°°yG,.' ��,,,�� I H10N��`�� 5/25/2023 EFORF y �,� Goy Q y O k,� ��GGING QQ� CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITYOFFICE 50 0 25 50 100 PLAN AND PROFILE FORCEMAIN TA. 39+00 T TA. 53+50 SHEET C=1 03 GRAPHIC SCALE DIVISION VALUE = 50 FEET MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER ID. HONEYCUTT REVIEWER DATE DECEMBER 2022 PROJECT # 13.04039 FUNDING # N/A NO. DATE BY DESCRIPTION DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 Ie PLAN NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. PROPOSED 18" C905-DR 21 PVC FORCE MAIN N (3' MIN. COVER, TYP.) TEMPORARY CHECK DAM WILLIAM L. SMITH, ETAL PER DETAIL, TYPICAL PIN# 8732-85-6839.000 PROPOSED GRAVEL DRIVE LYDIA S. SNIPES, ETAL PARCEL 65294 REPAIR PER DETAIL PIN # 8742-00--06-2476 PARCEL 12560 PROPOSED LIMITS TEMPORARY PIPE INLET TEMPORARY INLET P OPOSED GRAVEL DRIVE OF DISTURBANCE PROTECTION, TYPICAL 0 PROTECTION, TYPICAL REPAIR PER DETAIL 0 0 0 0 + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + O L0 LC) LO Ln LO r- L() 0+p L(� Gn 0+ + N + � LO co cfl 0 n EXISTING STREAM + 0 O 3 — — RQ -- -- RGW— -- one p -- 3 3 3 3 3 3 3 3 3 — RO — — — ROW— — — —ROW— — — —ROW----- 0 — — — —ROW— — — —ROW— `� a ROW— — 3 3 — 3 ROW— 00 — 3 CO Q _--------- _ FOWN _ _ __ _ - _-- __ _ 580 _ _ T� � Z ----- --- — 56 -- DL-----0 r �560 _ - - DL----- DE _ = 6C — -- Dom= -- DL--- - - -- __- _-- DL = - - - - - I ■ �i��al�� i� !•�� - �Z-- 6 �}t ----� - ___=rL\-7-. -- -- ----- ----- ----- ----- DL----- B6i�----- - - �_ - �y�'_ ' / DL _ - - - - - - - - - - I i---W - _ - _ _ v- - 575- - - - _— DL _ - _ ==-k _UC = — _ DL----- D --_ -_ �yJ tl� I�I�_� �I� il��■J� L -ice —565— _------- GRAVEL �\��- - I i ------� � GRAVEL \ / / < GRA�Et�� i� __�_--5-----��/ii -- _-- ��- - GR�V€L---�--- ---_ J /�/ ,�/ ' /��/ i'9 s s �s s �3 , Cs AMHsl I I I I I I I I I I i r i j TEMPORARY SILT FENCE, TYPICAL I I I I I I / I I I I i j / —Mod — —mod— — —Mod— - — OW-— ------------------------------- ------- --ROW-- — — —ROW— — — —ROW— — -- —ROW— — — ROW— — —- - — - ` — —ROW— \ APPROXIMATE— NCDOT RIGHT-OF-WAY L PER NCDOT "AS CONSTRUCTED PLANS" �o� ., 595 595 PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 5' LOCATION LINING TYPE MINIMUM WATTLE SPACING 57+40 TO 60+20 NAG S75 MATTING OR EQUAL 25' O.C. 590 590 63+00 TO 71+00 NAG S75 MATTING OR EQUAL 50' O.C. 585 585 580 580 575 EXISTING GROUND 570 570 A,— - "RCP --- ------------ ---- ---------- _-, `` -i65------ ' � - 565 -- _ - V II II ---''' 52"RCP II y --- ----------- %'...�- / — PP iiy II 4 0 560 \i PROPOSE 18" C90 -DR 21 555 PVC FORE MAIN LU z v 555 ' MIN. R, TY Z (V 550 550 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 DocuSigned by: IR/'/,,,, C°S°rS1 ,�,�gEFORFY CHATHAM-RANDOLPH MEGASITE 50 0 25 50 100 SHEET 527 B2 B9 C�O° '/ O Goy 5 Regional Circle /' o°og�,�'�=; SEWER SYSTEM EXTENSION PLAN AND PROFILE FORCEMAIN ,'Ord Suite A Pinehurst, NC 28374 °Q� 9< �� ' - SEAL o = Q o 034999 0% ��`' V , C , o TOWN OF SILER CITY GRAPHIC SCALE DIVISION VALUE = 50 FEET STA. 53+50 TO G STA. 6�+00 C=1 OFFICE MANAGER DESIGNER 910.295.3159 =�L'�FN ��;°'J;' '-, /O °°°G!NE°000 y O k,� D. HONEYCUTT D. HONEYCUTT NC Firm License # C-0459 C) �' ��/,�� °HON�� F ��' ��GGING PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# mcgillassociates.com 5��rt�`� QQ� 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 Ile PLAN NOTE: LOCATI NS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. I EXACT LOCATI S ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. \ROPOSED I N ASPHALT DRIVE REPAIR PER DETAIL PROPOSED 18" PLUG VALVE TIMS FARM & FORESTRY, LLC W/VALVE BOX I PIN# 8732-95-7674.000 G5 INVESTMENTS, LLC G5 INVESTMENTS, LLC G5 INVESTMENTS, LLC PROPOSED LIMITS OF DISTURBANCE PARCEL 67263 TEMPORARY INLET PROTECTION, TYPICAL PIN # 8742-05-9654. 0 PARCEL63971 PIN # 8742-04-5997.000 PARCEL i2s5i 0 PIN# 874 997.000 PARCEELL125s2 0 0 0 + rn 0 0 0 0 + + 0 r r 0 0 0 0 0 0 + + + N NOL0 r 0 0 0 0 0 0 0 0 + + + + 0 0 I r ` 0 0 0 0 + + 0)0 r 0 0` + EXISTING STREAM - 00 0 0 + N 00 00 CO - -R — — D _ — — — — — — — — - 3 5.85E�� — — — — — — — — — — — — — — — — — �_ _ ISM °� — — — — _ — — — — — — — — — — — — — — — — moo- 3 -T�.,� --- ---- __— = ---- EEE E �� _ M/MM=IN -------- — — — — —__ __ _ — —_ _ — — — L-- ——-�L _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - ROW- - - _M--_=_ — / _--- — s — --_ — -- — —- -__DLW \_ L u5� --- --- ------ ASPHALT -ROW- - - -ROW- - - -ROW- - - _ ---_ ---SL- ---/T — _——BL =6L�— --- —BL57 S5—_ I I ` IIIIWWII — ROW o - - R � O In + 00 Q W s s\ s8A —5 ii g0h i 582 5$` h 11 11 PROPOSED AIR/VACUUM RELIEF VALVE (AT ACTUAL HIGH POINT) ;;' , , PROPOSED 18" C905—DR 21 %� PVC FORCE MAIN %i�' (3 MIN. COVER, TYP.) ; ----------------- h�9 0�$ 5 h16i it I I I 1 'I'I TEMPORARY DROP INLET_j PROTECTION PER DETAIL, TYPICAL II I I I I I I I I TEMPORARY SILT FENCE, „ TYPICAL ;U -------------- 41" cQQ G ------------- ROW- - ----------------------------------------------- - - ROW- - - - ROW- - - - ROW- - - - ROW- - - - ROW- - - - ROW- - - - ----- --------- ROW- - - - ROWW�-- - -ROW- - \\ -ROW- - - -ROW - -ROW- - - -ROW-- APPROXIMATE NCDOT RIGHT—OF—WAY PER NCDOT "AS CONSTRUCTED LANS" 600 1 1 600 PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. SCALE: HORIZ. 1 "= 50' VERT. 1 "= 5' LOCATION LINING TYPE MINIMUM WATTLE SPACING 74+40 TO 75+00 NAG SC250 MATTING OR EQUAL 20' O.C. 595 595 77+00 TO 81+50 NAG S75 MATTING OR EQUAL 30' O.C. AIR V CUUM RELIEF [—PROPOSED AT ACTUAL HIGH P INT VALVE 590 EXISTING GROUND 590 ----- 585 585 � --- __ ---- -- ------- PROPO W VALVE ED 18 PUG BOX VALVE --------- ---- - 580 DSO -------------------- - 0575 - ---- 575 PROPOSED 18" C9 5—DR 21 PVC FORCE MAIN 570 570 i 5"RCF It I ` I 32 RCP 565 565 560 560 Ae w 555 p z 555 LU J 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 82+00 82+50 McgiL°oFN 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com DocuSigned by: 6,N''^+"R'��, 5274Q2\�C��B51°° ooO6C ;�_oo�oF�s�o�,°o'er=; = °Q� 9< �� = = SEAL o = - 0 034999 0 __ �� °o o° ��;� J;' '-, /O °°°SINE°-o* C) �' ,,�/� °HON�� s/��y�2oP�� eEFoRF ��`' �'o V , C Q y�, O �k,� F ��GGING QQ� CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITYOFFICE 50 0 25 50 � oo PLAN AND PROFILE FORCEMAIN TA. 68+00 T TA. 82+50 SHEET C=1 05 GRAPHIC SCALE DIVISION VALUE = 50 FEET MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER D. HONEYCUTT REVIEWER DATE DECEMBER 2022 PROJECT# 13.04039 FUNDING# N/A NO. DATE BY DESCRIPTION DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 \ \ —PROPOSED CONCRET DRIVE REPAIR PER DE AIL RICHARD DEVANE KIRKMAN & DIANE \ PIN # 8742-04-9960.000 \ — I I I KATHIE L. RUSSELL TRUSTEE PIN # 8742-24-5978.000 PROPOSED 387 LF 20" DR 9 PARCEL 12553 I I PROPOSED 18" C905—DR 21 HDPE FORCE MAIN INSTALLED G INVESTMENTS, LC I PVC FORCE MAIN BY DIRECTIONAL DRILL PIN 8742-25-0677.00 (3' MIN. COVER, TYP.) PA EL78171 ` KATHIE L. RUSSELL TRUSTEE G5 INVESTMENTS, LLC DENNIS LANE ANDREWS & DONNA I PIN# 8742-24-5978.000 8742-2 PROPOSED BEGIN PIN# 8742-05-9654.000 PINPARCEL12575 000 TEMPORARY DROP PARCEL 12553 PARCEL63971 PROPOSED END DIRECTIONAL DRILL DIRECTIONAL DRILL INLET PROTECTION Al PER DETAIL, TYPICAL 0 0 0 0 + EXISTING + + + ( STREAM O 0000 0000 00 + cV 00 W— — — ROW— — ROW— — — —ROW- — —ROW -- WIRE FENyE ---- —-- - - 57 --3--� --- ---- ------ ---_---—--—-- ✓__ ` Uj — : T; _:� _ ``::' 565 ^�' %; J _ _ ON RE \�----------------� 5 h TEMPORARY CHECK DAM, TYPICAL ,1 595 590 585 580 575 570 565 560 555 0 0 00 00 0 0 00 o+o 0 +`JIt I n L0 G7 00 00 rn °) rn rn rn O °) -�+�-- --- ♦~ --��—�/ -M— -- -- �� ---� - - I '---- - --—O —ROW——ROW—ROW —ROW— —ROW——ROW— MMM + ----- -- -- \ --\ --\ \— \ M-----M �- — M ——M—�---t MMMUM �__--------M-----M----�- Qi w2k FyNA l Q DL — / --_�-/ -�� - - •575 ��/ I _ - _,--- - ,,--��y�p sa �>•�f�_ _�Ai�� MAN0 JrM M mirwD — — _ — — —M — / LLI GRAVEL a ---- ^ Z TEMPORARY SILT FENCE, TYPICAL PROPOSED TEMPORARY PIPE+CONSTRUCTION INLET PROTECTION PER ,� +;1 ENTRANCE DETAIL, TYPICAL -Row— - APPROXIMATE NCDOT RIGHT—OF—WAY F-110W — --ROw— PER NCDOT "AS CONSTRUCTED PLANT' I I, — — ROW — — ROW— — — —ROW— — J 83+00 mcg 5 R� 2 0 Q cs o � 15 PROPOSED ASPHALT DRIVE PROPOSED GRAVEL [RIVE REPAIR PER DETAIL I REPAIR PER DETAIL -------------------------- TE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. CHATHAM COUNTY EXACT LOCATIONS ARE TO BE VERIFI IN THE FIELD BY THE CONTRACTOR. W— w I W- ---- ---- GIS PROPERTY LINE —W IN. 84+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com I"Ir 85+00 —DocuSigned by: 01111 1. —52744�(:S g SEAL o = a o 034999 0� 16 i�Z�G I N E� HONE /2'1 Y202A \\ 5 NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. PROFILE SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. — SCALE: HORIZ. 1 "= 50' LOCATION LINING TYPE MINIMUM WATTLE SPACING VERT. 1 "= 5' 88+50 TO 95+00 NAG S75 MATTING OR EQUAL 30' O.C. 95+50 TO 100+50 NAG S75 MATTING OR EQUAL 30' O.C. EXISTING GROUND PROPOSE LDR 9 HDPE FORCE .LED BY DIR CTIONAL RILL 86+00 87+00 %\ BEFORFy0 C Q GING QQ� 1 03/14/23 DLH NO. DATE BY z PROPOSED 18" C905—DR 21 PVC FORCE MAIN 88+00 89+00 90+00 91 +00 92+00 93+00 CHATHAM-RAN DOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA DESCRIPTION —ROW- - -- — -- 595 1 605 595 590 575 f 585 570 1580 PROPOS D 18- C90 —DR 21 PVC FOR MAIN 565 1 575 560 1 570 555 1 565 94+00 95+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT 96+00 605 59 585 580 575 570 565 97+00 PLAN AND PROFILE FORCEMAIN STA. 82+50 TO STA. 97+00 DATE PROJECT # FUNDING # DECEMBER 2022 13.04039 N/A SHEET C=1 06 Q z_ J O D_ Q U 2 F O z z D O U Q Q U U w J U) w O z O z O co z w x w w U) w w U) DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 I M PLAN \ \ ` -'' TEMPORARY CHECK `, TEMPORARY PIP , INLET DAM, TYPICAL PROTECTION, TYPt AL _M— PROPOSED 18" C905—DR 21 __,PVC FORCE MAIN -' (3' MIN. COVER, TYP.) �M' I KATHIE L. RUSSELL TRUSTEE _ _ PIN # 8742-24-5978.000 PARCEL 12553 TEMPORARY DROP N,O INLET PROTECTION —Row' _ _ _ -M' / WI/AM L. SMITH, ETAL PROPOSED LIMITS PER DETAIL gOA� °�— OF DISTURBANCE i _--�M ytZLL1AMs 1IE M PIN # 8742-43-0071.000 o �R O O i� ,'M O _ O 'M' O_ O O O PARCEL 67033 O O O O O O O + O O O O LROW— O O 00 rn-�R�_-� — O O O O o �-- + °W �' '-M_6 PVC �-'' �M°�—ROW— -- p�j — —ROW — _ — — ROW— — — — ROW— — ,R w- — — — — —— — —ROW— — — —ROW— — — ROW— — — —ROW— — ROW — —ROW— — — RO — L� + --------- \ --�-� - --� _ �M--\�--- 1-- �- \--- \---- �— _------615- --_ --_ - _ ----�`-------------_ — — - - - DL- -- DL _ - DL--- ��f�� - - - - ----- ----- --- - - DL---------DC= z�---- ----- -- ----- -- - � � -. �� RA - - - - - - - - - - DL--- --- ----- --- DL-- - - - - - - - - - __- - S t t s E f ----- —''------- ----- D =-_ _ - -- � ` — �-r- �� w�rii�� —— ----------------- -- _- D _��-��-ii�� --- J_� ��' 6 MB \— _—,--------------- i`\\\ p5 0 zJ GRAVEL \ --- ---- -------------------------- ------------------- ---- �� - - w 6� _Z boll \ - --- _600—------- _ 0— _— i PROPOSED GRAVEL DRIVE REPAIR PER DETAIL NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. APPROXIMATE NCDOT RIGHT—OF—WAY EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ��;'/ PER NCDOT "AS CONSTRUCTED PLANS" —ROW—— —ROW— — — — —ROW— — — —ROW— — — —ROW— ROW — — — —— —ROW— ROW— ROW ROW �__�- ROW_ -- — — ROW— — —-------- — — ROW— ----ROW— —--—--—--—--— ----ROW— ----ROW— — ----------—---------—---- — _ - - —----—-------- _-- 630 630 PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 5' 625 625 620 620 615 615 EXISTING GROUND 610 ------------ --- i---------_ OEM 605 ____ Pool MIT 11jjMMMEwM=j=24-RCP 600 -'' - 600 - 6 WL --'' 18 RCP PROPOS D 18" C9 5—DR 21 • w PVC FO CE MAIN — z 'S35 w 595 z OQ aI LU a •w 590 — Z U 590 oa � Ld 101, J 585 585 98+00 99+00 100+00 101 +00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111 +00 111 +50 DocuSigned by: E\L�,R'' 5214, A 0000° O 'i �,�+� 6EFORF y0 CHATHAM-RANDOLPH MEGASITE 50 25 50°° SHEET 5 Regional Circle o°o�s'o�,°�'�'; o SEWER SYSTEM EXTENSION PLAN AND PROFILE FORCEMAIN Suite A ;� = °Q� 9< �� = = SEAL o = ��`' V , C GRAPHIC SCALE DIVISION VALUE = 50 FEET TA. 97+00 T TA. 111+50 inehurst, NC 28374 PC=1 - 0 034999 0 __ °o Q TOWN OF SILER CITYOFFICE 07 MANAGER DESIGNER M C9 1L°oFN 910.295.3159 NC Firm License # C-0459 o° �� ;� J;' '-,,�0 °°°�!NE°°°yG,.' y O k,� `F D. HONEYCUTT D. HONEYCUTT mcgillassociates.com '111,4 �� HONE�,.�` O�GGING PQ' e CHATHAM COUNTY, NORTH CARO L I NA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # NO. DATE BY DESCRIPTION 5/25/2023 D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 Ile M-- BORE AND JACK NOTES: _M_ '- ---M—_ �--�_ PLAN 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. : 1' V. THEORETICAL SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. _ 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM EXISTS EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND 0I Al I I I I ,I ----- I I PROPOSED 400 LF I MAIN INSTALLED i I M-- M—__M--__ — Row _-� -M _ _ _ _ PROPOSED 18 UG VALVE 20" DR 9 HDPE FORCE—M---_—Rower _ � _VALVE BOX BY DIRECTIONAL DRILL TEMPORARY RIPRAP CHECK DAM, Mo _LPICAL---M--_ JACK. WHERE WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY I COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. I o I cn a 0 PROPOSED 65 LF 30"0 x 0.375" I o - WALL THICKNESS STEEL ENCASEMENT I a PIPE, BORED AND JACKED WITH 18" % WILLIAM L. SMITH, ETAL 0 CLASS 250 DIP CARRIER PIPE PIN# 8742-43-0071.000 I w PARCEL 67033 I t:Gl O >> O O 01 O O I O + r �� ROW— + — — ROW— — % — ROW— p _ _ — —ROW— ----------- �,% N O\fJ _—_ — — ----_--_-M-----M- _- ___—_------- __— ---- FM _ FMB �L --DL-- �♦ --- �M- - M---- DL--- �� 5\GN DL-----DL----- �� 5\G F-- ---- DL-----DL---- ��mamlommmmom�� DL----- DL----- m a m V) ----- w w w Imawwwwwwwwwwo� I — I I PROPOSED BEGIN PROPOSED END ° -- _-__ --M— , I DIRECTIONAL DRILL DI ECTIONAL DRILL MO�� --�__� ��, o PIN# 8742-43-0071.000 I c g _ _ + i I PROPOSED PARCEL 67033 00 + I o BORE PIT + I Row— — + N O O —Row— — + o C14 ' wo O Row— — + 0)— �, _ _ _ — — — ROW— "_ _ _ — _ _ — - - ROW— —ROW TREt ". _ - - _ = "_ M - O - t- - -M - RI��\S� --ROW--�— — ROW— =- —_--- --_ �a0 i�FM � _-��----DL cM' — —ROW— _ _ _ _ �� DL----- DL _ I J� rl=_M - M�FM-__-----DL--- DL----- S E FM I TREE LINE I I _� - - -GCS " "" "" -- DL----- D -- DL----- DL-,logo \GN _ —M _ = -- I I _ __ -- --- _ _ a !/ TREE LINE O S E SIGN FBCY o_o_o—o� —o—o_o 0 0 0_0 0_0 0_0 0 0 0 0 0 0 0_0 0_0 0_0 0 0 0 0_0 0 0 0 0 0 0 0 0 0 0 0 FM 5\ N m. o 0 0_0_0_0_ I PROPOSED LIMITS �a a � c 'l OF DISTURBANCE ii \ EXISTING GUARD RAIL ---------------- --- 1 -- DL - DL-= - DL----- _ - ;; --_ II DL----- DL - ii--DL----- -- II O iv TEMPORARY BORE PIT II - w PROPOSED 152 LF 30"0 x 0.375" Q WALL THICKNESS STEEL ENCASEMENT_17 126+00 t~n v PIPE, BORED AND JACKED WITH 18" 5 w .I CLASS 250 DIP CARRIER PIPE _ _ G. 2 z Q PROPOSED AIR/VACUUM RELIEF ---- I •�� TEMPORARY SILT FENCE 11 VALVE (AT ACTUAL HIGH POINT) DL- PER DETAIL, TYPICAL v 0 PROPOSED 18" C905—DR 21 — — —Row— — v — — —ROW— _-_—__------ Q II — ROW— — PVC FORCE MAIN — —Row— —__------ II —�--ROW-- _-- (3' MIN. COVER, TYP.) —Row— — ; ! — — —Row _ --__—__--------- —�— I --ROW-- -- — —ROW— — — —ROW— — —ROW— — II _--------- --------------- II _ —ROW— —� ----------- _-------u---------- NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. —Row-- _ CDO-- A�RO�ATE NT RIGHT—OF—WAY EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ——__----__—__—__-------_-- PER NCDOT "AS CONSTRUCTED PLANS" PROFILE z SCALE: HORIZ. 1 "= 50' O O VERT. 1 "= 5' 630 630 w 14- " 20 PROPO ED 18" PL G VALVE 625 625 EXISTING GROUND - 620 •—� 620 VALVE (AT AC7PJAL- HIGH PnIKI TN NMI 615 615 rA --- ---- Mow -------- --------------- ------------------------- — -MI6------- ------------- - ----------- AV 610 PROPOSED 18 C905—DR 21 PVC1 FORCE M IN 3' IN. COVEF _ TYP. 605 PROPOSED 152 LF 30"0 x 0,375 605 ALL THICKNESS STE L ENCASEMENT _ O x 0.37 PROPOSE 65 LF 30 " CLASS 250 DID CARRIER PIPE PROPOS D 18 C9 5—DR 21 WALL THICKNESS STEEL ENCASEMENTZ2�1 PVC FORCE MAIN PIPE BOR D AND JACKED WITH 18" 600 3' MIN. COVER T CLASS 25 DIP CARRIER PIPE 600 36"RCP 595 595 590 590 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 +00 122+00 123+00 124+00 125+00 126+00 127+00 r 5 Regional Circle _. Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com DocuSigned by: 12'4 1*4 A'RO, ;; ooFEs°s,o��%=; _ o 0 °�� SEAL -o 034999 ° _ — �° a ti \ L°oF ��°J ' i oNCINE�a G =, o y /,�� oHON�`\�\\ 5/251�023 ��,�gEFORF yo ��`' Goy , C Q m `�' O 9,� �� F �� GGING PP CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITYOFFICE 50 0 25 50 100 PLAN AND PROFILE FORCEMAIN STA. 111 +50 TO STA. 127+00 SHEET C=1 08 GRAPHIC SCALE DIVISION VALUE = 50 FEET MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER D. HONEYCUTT REVIEWER DATE DECEMBER 2022 PROJECT # 13.04039 FUNDING # N/A NO. DATE BY I DESCRIPTION DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 PLAN WILLIAM L. SMITH, ETAL PIN # 8742-43-0071.000 PARCEL 67033 WILLIAM L. SMITH, ETAL —ROW M PIN # 8742-43-0071.000 — — PARCEL 67033 _ .ROW BROW — ROW ROW� _ -� �� °'� _ ROW— BROW —M-----M-- ROW— _ _ —M 6,. 4ROW,, ROWS _ PV�M--_ —ROW� WATER—M _�- S01 i __M— O -I- - — — — AN-- — DL---- DL-----DL----- � — DL---- _ DL--'_— -- DL-----DL--- O (O i SSG O j/ X if lLe DL--- DL---- O --M— DL---- --DLL- DL---- ' I 8 I I - � 3 —{DL-----DL--- 0I- ''' lil SIGN ... / so as am �N1� '~ me _ • DL----- DL--- O II as R— �� " 1 DL--E� — DL---- } ( II �� / E 1 �� -- DL---- O o N IIsa*gww�/�F11�__ 5� N�\ ill s\GN �2l ��to am 10 Rio ��a am " iT'� Row,to so,* woo as' usages as 10 as .� �M 1// 3� as� o 3 O 4 — 0� —M --- LO p' , ' f •R.1107 64 SO aw 2�J FM --D _ d- FM ��---DL— (n FM ��a OFygosi�� E LLJ _ magaalo m�a� -o -_mome��FM.— �� aw BROW -� 9 Z M=��--.*�� — _ —R W_ -�� PROPOSED AIR/VACUUM RELIEF —� VALVE (AT ACTUAL HIGH POINT) -ROWS PROPOSED 18" C905—DR 21 PVC FORCE MAIN PROPOSED LIMITS (3' MIN. COVER, TYP.) OF DISTURBANCE APPROXIMATE NCDOT RIGHT—OF—WAY PER NCDOT "AS CONSTRUCTED PLANS" NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. EXISTING I GROUND PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 5' LOCATION LINING TYPE MINIMUM WATTLE SPACING 130+50 TO 135+50 NAG S75 MATTING OR EQUAL 30' O.C. Al PROPOSED AIR VACUUM RELIE VA (AT ACTUAL HIGH POIN 655 650 645 640 635 1 630 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 630 1 625 , --- ---------- --- ---'' 18"RCP -- - ---- -- ----- -------------- -- if 5 Regional Circle Suite A MC91 Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com PROPOS D 18- C9 5—DR 21 PVC FO ICE MAIN i-Ff . AIL a e%e%% r—r% -r-% 129+00 130+00 131 +00 132+00 133+00 134+00 135+00 136+00 137+00 DocuSigned by: \ `�EFORF O CHATHAM-RANDOLPH MEGASITE 52740�L�'� ooI _S. O` i� 000FE '�%t%�o�= SEWER SYSTEM EXTENSION =oQe- o SEAL - O o0 034999 o , o o N �� i��GINETOWN OF SILER CITY ��oGJ\. yam, ��oHONE�',\, CHATHAM COUNTY, NORTH CAROLINA ��GGING QP� 1 03/14/23 DLH NCDMLR COMMENTS \\\\ NO. DATE BY DESCRIPTION 12"RCP 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT REVIEWER 625 620 615 5GI1II111iGlel%-Io7 SHEET PLAN AND PROFILE FORCEMAIN STA. 127+00 TO STA. 140+50 C=1 09 DATE PROJECT # FUNDING # DECEMBER 2022 1 13.04039 N/A co 0 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 WILLIAM L. SMITH, ETAL PIN # 8742-43-0071.000 PARCEL 67033 LOCATION AS SHOWN SHALL BE A MINIMUM 5' FROM EXISTING CULVERT 0 O O O o O O O O —------------ --------- —— -- -- -- —-- -- —ROW -----ROW-----ROW -- ROW—= ROoW�---- MR W----M ROW + M M— —M— —M—-- -- M— V M —63 — _ 63 — -- _-- ' — _— 27no- _ _ -- — go-60 PLAN TIM'S FARM & FORESTRY II, LLC PIN# 8742-51-3256.000 PARCEL 67033 PROPOSED 60 LF 30"0 x 0.375" WALL THICKNESS STEEL ENCASEMENT Al PIPE, BORED AND JACKED WITH 18" 0 CLASS 250 DIP CARRIER PIPE TEMPORARY CHECK DAM, TYPICAL k O O O O O O o 0 O — O O O O c0 I� 00 O O — ROW-- ROW ----- ROW --= —ROW ----- ROW —= --ROW -----ROW — — — -----ROW ----ROW ROW---- ROW---- --A�----M-----M-----M-----M-----M— --- —M---- 6M PVC WATER M----M-----M— --M-- 621 / 67: 6T 6�0 T 7.'L�Y �� 663Ar 635 636 / 6g8 O o 0 cV EM I O )W— f RO6W_=T�iOWT�c— ---�— M— / M — — — �M_—�M-�� M — �— M- - \ - - - - - S.R.11G�7 - - - - -r-- - - / _ --- — — DL --- -- s -- DL----- L= - -----:111 mill---- �� Mai M ��M M M M IIJ -- ---- — =rEE —� --� --- SOW— —ROW— �R= cmm'EROW— ROW— — — — — - 6 — 6 ROW �631 _632� l =633_— W634 —_ — — 0` IM y — — _ Q S/� Z EXISTING STREAM I � I PROPOSED 18 C905—DR 21 PVC FORCE MAIN (3' MIN. COVER, TYP.) WILLIAM L. SMITH, ETAL PIN# 8742-43-0071.000 BORE AND JACK NOTES: PARCEL 67033 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. 1' V. THEORETICAL SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. 650 645 640 635 630 625 620 615 610 141+00 142+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 Cq NC Firm License # C-0459 mcgillassociates.com PROPOSED LIMITS OBIS-URBANCE PROPOSED STREAM CROSSING PER SMALL STREAM CROSSING DETAIL _0 6k0 dG 6k1 a r 117 _ o - H N 3W— — — — —ROW— — ��=ROW— — — — OW —_ ROW- ROW LLI 639-� Z V TEMPORARY BORE PIT --/ �� I �` ;I � TEMPORARY DROP INLET PROTECTION PER DETAIL ' TIM'S FARM & FORESTRY II, LLC Opp \. ASHLEY N SPIVEY PIN# 8742-51-3256.000 I LEMONS JOHNNIE IV & DARLENE M I PARCEL 67033 ' w� \ PIN# 8742-61-9970.000 i PIN# 1 PARCELCEL13163 000 163 U) � PARCEL 13162 PROPOSED GRAVEL DRIVE ' REPAIR PER DETAIL ' ' I I NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.' � i EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTR�'CTOR.I ' ' PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION LINING TYPE MINIMUM WATTLE SPACING 140+50 TO 144+50 NAG S75 MATTING OR EQUAL 30' O.C. 145+00 TO 147+40 NAG S75 MATTING OR EQUAL 30' O.C. EXISTING I GROUND "RCP X w PROPOSE 60 LF 3 " 0 x 0.37 " WALL THI KNESS ST EL ENCAS MENT ..... .... ....—. . " ... , ... V. .. V .. VW V V I \V L V V WIN . V.\ NOW V. MAINTAIN MINIMUM 2' SEPARATION FROM FORCE MAN TO CULVERT 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151 +00 —DocuSigned by: 12-- 6,� EFO)l yo CHATHAM-RANDOLPH MEGASITE —5274 O�1 Oov ooCo oOo% SEWER SYSTEM EXTENSION oQ <o S SEAL o = ao 034999 o� _ 0 �* C) 9,�, �� 2 5/9/23 DLH NCDOT COMMENTS /TOWN OF SILER CITY Q000 ""Eo °y HONE��.�`� ��GGING PP�� 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA 5/25%'2d1� NO. DATE BY DESCRIPTION 152+00 153+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT z 154+00 650 645 630 625 620 615 610 155+00 PLAN AND PROFILE FORCEMAIN STA. 140+50 TO STA. 155+00 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C IM 110 co 0 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 FRANCISCO HERNANDEX MUNOZ PIN# 8742-71-6865 PARCEL 13060 I PHILIP RAY & NANCY C WILSON I1 IPIN# 8742-71-8636.000 PARCEL 13061 I I i I PROPOSED 18" PLUG VALVE W/VALVE BOX I - PRqPOSED ASPHALT ' DRIVE REPAIR PER DETAIL i O O O 0 I00 I O O O + ' + '1 + + + PROPOSED CONCRETE DRIVE REPAIR PER DETAIL O E— ---- ROW— ----- — ROW— — ROW— —-E— ROW --- E ROW— ��r- R9ROW�—� /—ROW— E=IiOVP== ---- M--� -- j ----M----M--/--M— f / / --M�-- j--M / -- G— �A /7 — M--- —M— ---M-----M-- ��a / fah �a`� a a� a°j h��h bh`V 6 g� hk / hh 6h6 0 6 0 c^ .6h3 6h$ h9 6 c^ OLD US HWY 64 S.R.1107 Q � (%� DL - - -� —M-----M-- -- --6m - — W ---- ROW-- --RI OW - 655 —e�—---R�i0656 wwtOtY _ ROW—�—�=�=��Z --ROW--i-- ROW— LU y Ua " Q fS a ,o L I I 675 670 665 ..c 655 650 645 635 ASHLEY N SPIVEY i CRISTOBAL ANTONIO HERRERA PIN# 8742-71-0695.000 I PIN# 8742-71-3454.000 PARCEL 13161 1 PARCEL 13158 I TEMPORARY INLET PROTECTION, TYPICAL 156+00 I TEMPORARY CHECK DAM, TYPICAL 157+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com 158+00 —DocuSigned by: ER 'RO�,,// g) -52\488\\,1V4 JS�°�/,L 6 ooO oQV S SEAL o = ao 034999 0� o� N 700°FN yGJ\; y�AA /,0 °°GINS°° ° .� �� GGING IIIIIPP 5/25/2023 PROPOSED LIMITS OF DISTURBANCE I I 159+00 EXISTING I GROUND NO. I DATE I BY 160+00 SANTOS A HERRERA ETUX VILMA D PIN # 8742-71-8636.000 PARCEL 13156 A01 ti3 0:Z•):1 i PLAN i o , \ WILMA ALSTON TYSON ETUX �wO \ 1AiI�CEVERETTE L SELLARS LIFE EST _ M WALTER LONG PIN # 8742-81-2393.000 PIN# 8742-81-0494.000 PARCEL 13152 PROPOSED CONCRETE i W \ PARCEL13153 DRIVE REPAIR PER DETAIL JORDAN GROVE AME ZION CH PIN# 8742-81-5115.000 W` O , O O O O PARCEL 68796 O O , O O O O O ---=li�W—--ROW -----ROWS----ROW-----ROW---- ROW---- ROW-----ROW--s —ROW -----R — r— —ROW- - —M ��— \\ -- — — --- _ ° �� — — --- ----- -- -- —M— —M Lo F 6 �\ --------� -- -- -- 1 -- �_—_—_------//+�� I� E 659 65a �65� 656 65y 654 II — — — 653- — 652 bhp -DL--� -DL--D DL- --D - --DL-- �''- _ ==Dl-----DL�g50 =-649= 649 FM FI ■i��wtw ��Sw��, �lil�r�lr�w�l� ��■�ww�wwww��wil I wwr■iw �� Q oW �RDwA.A.��cfl _ — — — — — — _ — _ _ — &OW— _ t9bt — I- 3 ' TREE LINE I I Z I I J PROPOSED GRAVEL DRIVE I = II1 PROPOSED GRAVEL DRIVE �, REPAIR PER DETAIL I c� PROPOSED 18" C9b5—DR 21 REPAIR PER DETAIL `�'.� PVC FORCE MAIN (3' MIN. COVER, T+P.) I I PROPOSED AIR/VA6UUM RELIEF VALVE (AT ACTUAL HIGH POINT) MICHAEL ARTHUR MCNEESE & ETUX PAMELA ENGLISH JARMAN MCNEESE PIN # 8742-70-4752.000 PARCEL 13155 NOTE: LOCATIONS OF EXISTING UTILITIES IS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED INTHE FIELD BY THE CONTRACTOR. PROPOSED 18" C_ PVC FORC MAIN (3' MIN. COVER. 161 +00 DESCRIPTION I JARMAN LYMAN DARDEN ETUX PAMELA J PIN# 8742-80-1835.000 I PARCEL 13107 PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 5' LOCATION LINING TYPE MINIMUM WATTLE SPACING 156+00 TO 160+00 NAG S75 MATTING OR EQUAL 25' O.C. 162+00 TO 165+50 NAG S75 MATTING OR EQUAL 50' O.C. VALVE (AT ACTUAII HIGH P DR 21 162+00 163+00 164+00 165+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 166+00 167+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT 168+00 675 670 665 ..0 655 635 169+00 169+50 PLAN AND PROFILE FORCEMAIN STA. 155+00 TO STA. 169+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET M O CD 0 DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 PLAN 0 rn rn co a w z 0 H Q 650 640 635 630 625 620 615 610 170+00 171+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 C9 mcgillassociates.com 1 I 1 I I � NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPRO IMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. I ' I I 172+00 173+00 174+00 —DocuSigned by: /.? gCAREFORF —s274ZiZ {1!g4 Soo,o ' �� ypG 0 o0 of o SEAL — O o0 034999 o , o o %��iC, yam, �HON�.�`�\ ��GGING P2 5/9/23 5/2�%'d2�3 NO. DATE EXISTING I GROUND PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 5' 3' MIN.I CO 175+00 176+00 177+00 DLH I NCDOT COMMENTS BY I DESCRIPTION NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION 170+00 TO 183+50 178+00 LINING TYPE NAG S75 MATTING OR EQUAL 179+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION 180+00 TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA MINIMUM WATTLE SPACING 50' O.C. 181 +00 182+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT REVIEWER 183+00 650 645 640 635 630 625 620 615 V 610. 184+00 PLAN AND PROFILE FORCEMAIN STA. 169+50 TO STA. 184+00 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 12 M co O O co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 \ PLAN JOHN MARK ELLINGTON JOHN MARK ELLINGTON PIN# 8752-00-2145.000 / PIN # 8752-00-1200.000 PARCEL 13176 PARCEL 13175 SARAVIA MARVIN JAVIER CRUZ TEMPORARY PIPL\ INLET I ETUX BERTA ALICIA BERRIOS DE CRUZ PROTECTION, TYPAL I `\ PROPOSED SOIL DRIVE REPAIR PIN# 8742-90-7378.000 I I PARCEL 13143 I I \ \ I , I TRIPP COTTAGES PHASE II, LLC PIN # 8751-09-8887.000 PARCEL 82612 PROPOSED 18" C905-DR 21 PVC FORCE MAIN (3' MIN. COVER, TYP.) TEMPORARY RIPRAP CHE DAM PER DETAIL, TYPICAL 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------ - -- -- Q Q 00 00 � 00 --------�--- 00 00 �__ -- 0 -- -- -- CY) N ---Q� M ----- -- -- --- - � - p�-- In -- Qy- -- cp ---�- + -- a0- -- -AS—PH-All- Q D7 OW -----ROW---= + ROW-----ROW----ROW-----ROW—=---ROW-----RO i ----ROW----BROW-----ROW----r ROW-----ROW--�-- —ROW W-----ROW----9�OW-----ROW--- =ROW -----ROW — �--ROW-----ROW—z-----ROW-----ROWr. ----RO � �/ —M---- Mir`---M-----M-----M-----M— ---M-----M---- M — — — — — M ----M----M-----M-----M-----M----- -----M-----M-----M— M-----M-- -----M-----M---- M— — M-----M-----M-----M�--- -- — II 1 \ 00 r 610— — II —61D — — OLD US '�iWY 64 Q Q 615- 61k /613� —612 /611i / 610 —�iT— c\ S.R.110 —__ _ ,,�� I— _ — - - — —�r3L — -- n� EIC \ -- - FM �� _ == QC ---- DL--= D� ---- DL----- DL- �� _ - _L� i ti -- -D� -- - DL----- DL---- DL=---- g� - f _ - - - - F�1MFM=DL --- FM _:_:.... — — — — — R W— — — — RO — ==�iiiDW`—=—�.o.. _ —777 — ZRCC•CIRE - - - - -" - - - - -- 4—BOJN— � - - _ _ _ _ _ _—ROW— __-- � iiOV[r=Z JQ `\ \\ PROPOSED FORCE MAIN pF �6�� I PROPOSED GRAVEL DRIVE REPAIR ROBERT REID GEE ROSEMBERG SARAVIA I PIN# 8742-90-8045.000 PIN # 8742-90-7009.000 PARCEL 13142 PARCEL 13144 I I 630 625 620 615 605 • 595 590 \ AT LOC�BE TION AS SHOWN \ SHALL A MINIMUM 5' FROM EXISTING CULVERT \ a i H--I FM— a FM 11�—F��—FM — — — --_ — V) -- -- ROW, — --R -- =RAW —611" LLI - 612- - Z \ J \ U F_ NCC STADIUM, LLC \ \ VILLASENOR ELIZANDRO ETAL QPIN# 8751-09-2374.000 \ PIN# 8751-09-9096.000 PARCEL 13014 v PROPOSED AIR/VACUUM\\\ PARCEL 13173 OUTLET PROTECTION TEMPORARY RIPRAP RELIEF VALVE AT ACTUAL\ HIGH POINT) \ NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. \\ EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. \ NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION LINING TYPE MINIMUM WATTLE SPACING 188+00 TO 191+00 NAG S75 MATTING OR EQUAL 50' O.C. 191+00 TO 192+75 NAG S75 MATTING OR EQUAL 30' O.C. 18" C905—DRI 21 (3' IMIN. COVER, TYP.) NG 185+00 186+00 187+00 188+00 189+00 190+00 DocuSigned by: gEFORF s2741\�� 3co@9 ARO�''%, �� ypG 5 Regional Circle ; C�oFESsio'°% �Qy'Il, oc Suite A =°Q� 9� Cg Pinehurst, NC 28374 =000 034999 °SEAL °� ` Q 0 910.295.3159 ; v F o °� L °°°°eY F,°e J -9 B NC Firm License # C-0459 -,�O °c�Noo°°��.�' mcgillassociates.com HON��.`� GING QP� 2 5/9/23 DLH NCDOT COMMENTS 5/2��%'d23 NO. DATE BY DESCRIPTION PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' RELIEF VALVE (AT ACTUAL TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 195+00 196+00 50 0 25 50 100 �%e6l! i� 1 11 ! ' iiiiii GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT REVIEWER 197+00 630 198+00 1 PLAN AND PROFILE FORCEMAIN STA. 184+00 TO STA. 198+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 13 co O 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 Ile \, \\ � \ PLAN \ PIN# , \ \ PACEL i- , \ , ----W-----W ----W ___ _ ---W -W \ TIMMER 1717 LLC �` N PIN# 8751-19-8781.000 PROPOSED\R/VACUUM RELIEF TEMPORARY RIPRAP CHECK I ,\ PARCEL83929 VALVE (AT ACTUAL HIGH POINT) DAM PER DETAIL, TYPICAL TEMPORARY PIPE INLET PROPOSED 45 LF 30"0 x 0.375" '`Lo I I DONALD R SIMPSON PROTECTION, TYPICAL �WALL THICKNESS STEEL �, I I BARBARA H SIMPSON PIN# 8751-19-4687.000 \ ENCASEMENT BORED AND PROPOSED BEGIN\ o JACKED WITH 18 CLASS 250 DIRECTIONAL DRILL `, � o I I PROPOSED 18" C905-DR 21 D.I.P. CARRIER PIPE \� I - �__ O �' LO r --- + `�W- + o , I PVC FORCE MAIN PROPOSED 18" PLUG O O o -cLl- O �-1 --M �+ o I I (3' MIN. COVER, TYP.) VALVE W/VALVE BOX + __�--�--ROW _—ROW—�— M=----N— _ oW �CA-N Row �9 N 'r' _-�W� —� + I �� M -�-_ _- O O � -� ROW— -��\= --�� — —ROW _—M N_---M— ---- =----- —� 5g2,/ �� Q G1p D1 ° = W O \—=ROVI�=—___ + Q�-- O O O _ O O _ _® -� __-- -- + _W____—ROW----M —M -----—— I ��— -582 _— — e► __R�W --� N I �� \ - ---- ----{3 ------ --�_----�__ O— = R®M M==--ROM---__M—_ 582----- 5\GN------------ — --ro \ W� / R O ASP�ALT , pry OOW�� ROW--- Mi — — Z (� -- 60 \ �M ��—R = v 6p� \� \ --—\ -- �— \s� _ 1NR4W--- s9i S9o---Sdd� V W— ----- _— — s ss s�� / 1-581——__-=—�-; f -� — — — 581- — �� J Lv /// /> \ �� s`99 / \ -W-- US S� Q �\ \ �� \ 17--o. 8---sd, \ \ \ OLD s w z 58 da'. s I/ // // eJ♦ S-� ------ — — __ rn _ -- — �� — ---_-- / 1 \ ' ff �' i V �. _ _ _ _ _ / / / / \ i �� s \ \ \ HWY -4 S.R.ix07 > > / _ —_ = t_Y _ =— / / /1= _ — — �_ / i /. //// /50 Q J ��_ /�� i _ — _ �/ °� I rin �� /\ - ____ __ ' i�ftOW i 0 CrS� 31 PROPOSED BORE PIT I z PROPOSED END , �� 11 I TEMPORARY SILT FENCE I o DIRECTIONAL DRILL O ; BORE AND JACK NOTES: J PER DETAIL, TYPICAL / 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. 1' V. THEORETICAL \ III I CO SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. VILLASENOR ELIZANDRO ETAL III WOMBLE LIESEL ESTATE I 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM PIN# 8751-09-9096.000 I D 4.000 PIN# 8751-18-981 I PARCEL 1381 EXISTS WITHIN ROAD RIGHT-OF-WAY OR SEWER EASEMENT. SILT PARCEL 13173 I PROPOSED 350 LF 20" DR 9 FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE 3 I I DPE FORCE MAIN INSTALLED /- OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE I BY DIRECTIONAL DRILL SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN I DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. NOTE: LOCATIONS OF EXISTING U ILITIES AS SHd N ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE V RIFIED IN HE I IELD BY THE CONTRACTOR. 630 630 600 1 600 INSTALL TEMPOR ARY LES IMAINTENANCE DRAINAGED AS FOLLOWS. PROFILE DETAILSCFORNING S�E EROSION CONTROLTE: EITCH QUIREM NTS.. IN TALLAT ONANDTTAND SCALE: HORIZ. 1 "= 50' LOCATION LINING TYPE MINIMUM WATTLE SPACING VERT. 1 "= 1' 199+00 TO 206+00 NAG S75 MATTING OR EQUAL 30' O.C. 625 625 595 595 S LVE PRO OSED 620 620 590 590 STALLED Y DIRECTI NAL DRIL �� PROPOSED AIR VACU M RELIEF I VALVE (AT i1GH POINT) 585 615 615 *6 EXISTING GROUND EXISTING GROUND 610 — 5-80 610 580 N. - - - - - - - - - - PROPOSE 18 C90 —DR 21 PVC FOR E MAIN — ---- 3' MIN. OVER T . 7N 605 605 575 NEE= 575 I 600 600 570 570 E EMEN 595 595 565 565 IE PIPF 590 -1 590 560 560 PROPOSED 18' C905—DF 21 FORCE MAIN PVC0 585 555 555 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 213 50 r DocuSigned by: 11till CHATHAM—RANDOLPH MEGASITE 50 0 25 50 ,00 SHEET 5 Regional Circle 5274Q�C�Ai9°6��D°rJ°s10 oe°o 1<:y V , C SEWER SYSTEM EXTENSION PLAN AND PROFILE FORCEMAIN GRAPHIC SCALE DIVISION VALUE = 50 FEET Suite A Pinehurst, NC 28374 °Q� = = S SEAL o = = 0 034999 0 00 , 0 TOWN OF SILER CITYOFFICE STA. 198+50 TO STA. 213+50 C=1 14 MANAGER DESIGNER 910.295.3159 NC Firm License # C-0459 : �iVGINE 0' C, -, O °°°°°°°° 9,�� ,<�� D. HONEYCUTT D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS 1 03 14 23 / / DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# mcgillassociates.com /'/ii`• HON��``�� 51z��%'2fj2��` ��G QP� GING NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 BORE AND JACK NOTES: I �� PLAN I 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1 H. : 1 V. THEORETICAL SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. I, 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM WOMBLE LEISEL ESTATE ET AL & EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT I \ WOMBLE BURDINE ESTATE &SHORT I FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE PIN# 8751-39-0410 OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE I PARCEL 13105 I SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN 1 I WOMBLE LEISEL ESTATE ET AL & DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. I JANE W TRIPP & ROBERT I WOMBLE I 1 WOMBLE BURDINE ESTATE & SHORT 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES ' I PIN# 7971.000 PIN4 ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND PARCEL 1310 �\ 1 # 8751-39-0N PARRCEL 131 I PARCEL 13105 JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY q COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. TEMPOR ' PI Y RIPRAP CHECK JANE W TRIPP z' I Al N# 8751-28-5985.000 DAM P�'DETAIL, TYPICAL PARCEL 13132 'z wl / I \ ASPH/�LT _00 O O I C) O O I O O O O 1 D 00 + + O O O + + O -- — -- --� — -- -- --0 -- -- 00 __ _ __ O __ O + ' + + O O O + ROW— — Nrtt ------ROW-- N--ROW-----ROW—� —ROW-----RONF�-----ROW-----I%W-----ROW -- N ROW -----ROW-- N--ROW-----ROW—�--- 1 N---------N-----------�d------- --------------- LO + O 0 Ydh1 --- Co --i'------ --- M ———— M-----M-----M————— ROW— ROW-�`.H---ROW-----R(4{M-----ROW----�'JROW-----ROW----N ROW -----ROW N — —ROW— r- M———M-----M-----M-----M-----M--- M----- < _ W-----W-----W N - __ r M-6---M-----M-----M M� W-----W----- + -f---- -- ---- v6� ---- — N QOFM y83 yak Ch$h ha6 h�1 h$e �h�� y�o `h�� 9� h9� �`�� h°� h°^ h� W / y9e /OLD US H 64 602, vry °° o" — s — s w— _ _ w— — — — �� — 595 — W S.R.110 m 9 _FM� — -- ----_ — — _ — — — Q W i i -p - i i!^�_�---- — — `_ FN ''�----H—fir _ �j _-_ _== ===__ _ -----� -- — — — --- - — F- _ w a I o U E E E F y 0 Sg �- Z I I v Y / WOMBLE LEISEL ESTATE ET AL & WOMBLE BURDINE ESTATE & SHORT PIN # 8751-39-0410 PARCEL 13105 610 605 .9c PROPOSED ASPHALT DRIVE REPAIR WOMBLE LEISEL ESTATE ET AL & WOMBLE BURDINE ESTATE & SHORT PIN # 8751-28-6544.000 PARCEL 13106 610 1 620 605 1 615 I W U PROPOSED BORE PIT o ~ PROPOSED 18" C905—DR 21 PROPOSED AIR/VACUUM Z � 0 PVC FORCE MAIN RELIEF VALVE (AT ACTUAL (3' MIN. COVER, TYP.) HIGH POINT) WOMBLE LEISEL ESTATE ET AL & WOMBLE BURDINE ESTATE & SHORT PIN # 8751-39-0410 PARCEL 13105 I I I I T OTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. XACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. �Q at CO Q PROPOSED 60 LF 30"0 x 0.375' /- 2 WALL THICKNESS STEEL m ENCASEMENT, BORED AND JACKED WITH 18" CLASS 250 D.I.P. CARRIER PIPE I PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 1' LOCATION LINING TYPE MINIMUM WATTLE SPACING 213+00 TO 221+00 NAG S75 MATTING OR EQUAL 30' O.C. 222+00 TO 226+00 NAG S75 MATTING OR EQUAL 50' O.C. PROPOSED AIR VACUUM RELIEF VALVE AT ACTUAL HIGH POINT) _-4- 620 615 610 595 605 EXISTING GROUND 605 595 PROPOSED 60 LF 30"0 x 0.375" LL Q WALL THICKNESSSTEEL ENCASEMENT, BORED AND 590 EXISTING GROUND�� 59 600 --�� ` ACKED WITH 18" CLASS 250 600 585 585 595 — — — 595 _ _ 580 580 PROPOSED 18" C905 DR 21 7_7 PVC FORCE MAIN (3' MIN. COVER, TYP 575 PROPOSED 18" C905—DR 21 PVC FORCE MAIN (3' MIN. COVER, TYP 570 214+00 215+00 216+00 DocuSigned by: �Lt GC A R 5 Regional Circle 527 o ofBss�o�� ;- Suite A =olz Pinehurst, NC 28374 = a oo 034999 SEAL 910.295.3159 ; -v F L °°°°N F,°e J NC Firm License # C-0459 -,�O °�! oo C9 mcgillassociates.com '��HO 'N�\,.`�� 575 1 585 570 1 580 217+00 2 5/9/23 DLH 1 03/14/23 DLH NO. DATE BY 218+00 219+00 NCDOT COMMENTS NCDMLR COMMENTS DESCRIPTION 220+00 221 +00 222+00 223+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 224+00 225+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT 226+00 227+00 585 580 50 PLAN AND PROFILE FORCEMAIN STA. 213+50 TO STA. 227+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 15 co O 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 BORE AND JACK NOTES: ------ � PLAN 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. 1' V. THEORETICAL \ 1 SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT l FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE \` OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE I RAY SMITH & I I I SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN C A BOURTNEYD LEWIS ITBILLY CHELL TUX BROOKS HERNANDEZ BARTOLO JACINTO \ I, ANN P LOPEZ ETUX MAYRA L LOPEZ \ RANDY DEAN GAINES , PIN# 8751-48-3223.000 ' 1 DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. PIN# 8751-48-0419 I PIN# 8751-48-1229 PIN# 8751-48-2235 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES PARCEL 13084 i I PARCEL 13141 ILLY RAY SMITH -� ANN P I ALVAREZ—AVENDANO ADRIAN & i PARCEL 61202 \ PARCEL 66313 i 1 ANA LEIDI CHIRINO—ULLOA 1 ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND , i ANN P PIN# 8751-48-4181.000 ' PIN 8751-48-6049.000 JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY I I IN# 8CEL 133165.0�0 PARCEL 13165 � BI LY RAY SMITH PARCEL 13166 COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. PARCEL 13204 1 1 Tr• 111A11 • -II 1111111 •'1 AI IrAI/ Al O L N N Q H V) W Z J 2 U I — a 625 610 605 TEMPORARY PIPE INLET PROTECTION, TYPIOAL I Ii I I II I I I I I I I II I I I I I I I I I I � � I I I I I EXISTING GROUND i PROPOSED 80 LF 30�\ x 0.375 ANN P PRbPOSEDl 18 C905—DR 21 11 22 WALL THICK ESS STEEL I I Ply # 8751-48-4114.0go PVq FORC� MAIN I ENCASEMENT, BORED AND IPACEL 13205 3' ,MIN. C 9 VER, TYP. JACKED WITH 18" CLASS 250 ( Q D.I.P. CARRIER PIPE I I PIN# 8751-47-3763.000 PARCEL 13164 NOTE: Lff��CA�TIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT xOC/XTIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' 625 1 655 PROPOSED 8 LF 30-0 x 0.375" Q WALL THICKNESS STEEL ENCASEMENT, BORED AND JACKED WIIH 18 CLASS 250 1 1.11I -'r 610 1 640 605 1 635 DONNA P TRIPP PIN# 8751-48-7085.000 PARCEL 13168 U1\I YL I\LI r%ll\ NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION LINING TYPE MINIMUM WATTLE SPACING 227+50 TO 234+00 NAG S75 MATTING OR EQUAL 25' O.C. 235+00 TO 240+00 NAG S75 MATTING OR EQUAL 25' O.C. II 1 1 1 I 1 1 1 1 I 1 IPEGGY K ELIASON CHESHIRE 1 PIN# 8751-47-9943.000 I PARCEL 13169 1 1 ROGER W KEY PIN # 8751-47-5225.000 PARCEL 13209 655 Jr i 600 600 630 �630 i PROPOSED 18" C90 —DR 21 PROPOSED 18" C905—DR 21 PVC FORCE MAIN 595 �� PVC FORCE MAN 595 625 3' MIN. COVER, TY 625 (3' MIN. COVER TYP. 00 i io 590 620 620 owl 585 585 615 615 228+00 229+00 230+00 231 +00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241 +00 242 00 DocuSigned by: 50 0 25 50 100 SHEET EFORF CHATHAM-RANDOLPH MEGASITE s274o�ClkJ9 4 .. A..��/; y4G 5 Regional Circle ; o0 oF�ss/oti°°? Qom, o� SEWER SYSTEM EXTENSION PLAN AND PROFILE FORCEMAIN Suite A : °Q� o SEAL 1� °� , C GRAPHIC SCALE DIVISION VALUE = 50 FEET STA. 227+50 TO STA. 242+00 Pinehurst, NC 28374 = a o0 034999 0 , TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 = -v ° /' N D. HONEYCUTT D. HONEYCUTT C=1 16 ' D°F F� ° J 9 2 5 9 23 DLH NCDOT COMMENTS °°°°GINS°°°° G .c� / / NC Firm License # C-0459 O °°°°°°° ��\\\�� '� PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # Mcgimcgillassociates.com 5/251�0 3 O�GGING PP 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA NO. DATE BY DESCRIPTION I I D. HONEYCUTT DECEMBER 2022 13.04039 N/A Q z 0 Q U _ O z z D O U Q _ Q U U w J U) LL O z O Z O U) z w x w 75 w U) U) w w U) co O O co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 670 665 _a@ 655 650 645 640 630 , � 3 I i PLAN ' I I I I I I I I II , I � I I I J IBENJAMIN E GREER & 2 I 3 1 ' DENNIS W GREER JR HEIRS '------- I I I , JAMES RANDALL GILLILAND I I ' RICHARD MERRITT PIN# 8751-67-0821.000 PIN# 8751-58-1037.000 I I PACHECO KRISTA MICHELLE I I PACHECO JACOB WILLIAM VIRGINIA F MERRITT , I PARCEL 13201 PROPOSED 125 LF 36"0 x 0.375" WALL THICKNESS STEEL ENCASEMENT PIPE, BORED AND JACKED WITH 18" CLASS 250 DIP CARRIER PIPE PARCEL 13182 I JOYCE H BINKLEY I JAIMES EDUARDO ANGUTANO & I I I PIN# 8751-57-8714.000 I I , I TEMPORARY PIPE INLET ETUX ANALI VELLAJO REAL , PIN# 8751-57-6756.000 , IPROTECTION, ,►TYPICAL PIN# 8751-57-3986.000 I PIN# 8751-57-5709.000 I PARCEL 13215 I PARCEL 13219 i I I PARCEL62920 I I I TEMPORARY SILT I ' ' PROPOSED 18" PLUG � PARCEL 13214 I I ' VALVE W/VALVE BOX PROPOSED AIR/VA�UUM RELIEF FENCE, TYPICAL I I BAR131 z056 35 VALVE (AT ACTUALI HIGH POINT) I I I I CI II II II E o Oo o+PROPOSED 11890 -DR 21 DRIVE REPAIR O + PROPOSEDCONCRETE to -- I - won• �_- --E _E - _Iilj-= = :-iW!��a �/\1a_ \o�\ �/L-�/ �--y0-- \-— -=i _- y=�L =oPVC FORCE MAIN +LR'—Row— )owEp (3' MIN. CQVER, TY'.) o + Row— W+ O + R O + -RO WO O -�--W_ 0y CICIROW j O � ��a Row � OI O +' Lfl—I J- W S'/-643 W o d) �+ + - - - - - - - - - �ROW_O 44 -_-�ROW_<W flQA 10 I ROW- -- -- --CRO ---Rnw--W-----W--- i -BAW-- -ROW-- ---W- - -- --- - - __ E E - - - - - - ASPHAL 6ul 6 — --- ----------t------ 645 OLD US HWY 6 ,,_-- - — < 48 6R 64 s S.R.1107 > i— FM r� 645 / -� - F=FM F1A _ F,--E�64� PROPOSED GRAVEL TEMPORARY RIPRAP �—SI DRIVE REPAIR CHECK DAM PER I PROPOSED FOR MAIN AT LOCATION I DETAIL, TYPICAL EXISTING 8" FORCE ' AIN I N.,,�60s95s2 1 AS SHOWN SHALL BE A MINIMUM OF I T I GTIPF PROPOSED GRAVEL 0 5 FROM EXISTING CULVERT I ' ' N UINN WILLIAM WAYNE MANESS ETUX ' MARY R PARKS B ' I 1 & VICKI A I DRIVE REPAIR I ASHLEY SHAN MANESS I I PARKS ROBERT EDWARD PIN# 8751-57-3377.000 '� ', ROBERT MELVIN QUINN PIN# 8751-57-8597.000 I PIN# 8751-57-3610.000 I , FRANKIE MATTHEWS & VICKI A LIFE ESTATE I i PARCEL 13213 I ETUX MARGARET C PARCEL 13220 , PARCEL 62982 ROBERT MELVIN QUINN PIN# 8751-57-7565.000 I PIN# 8751-47-9390.000 PROPOSED GRAVEL I PIN# 8751-57-6500 & VICKI A I IPARCEL 13211 I DRIVE REPAIR i PARCEL 13208 PIN# 8751-57-7565.000 I PARCEL69685 1 I I PARCEL 69685 PROPOSED FORCE MAIN AT LOCATION I AS SHOWN SHALL BE A MINIMUM OF I I -_--- I i 5' FROM EXISTING CULVERT 2 �I NOTE: LOC TIONS OF EXISTING UTILITIES AS SHOWN ARE PPROXIMATE ONLY.,-__ ' EXACT LOC TIONS ARE TO BE VERIFIED IN THE FIELD BY �HE CONTRA1 I I I ►_1AIZi?2 EXISTING GROUND / �� o �',�irtiur`-� Tom- 6 SIGN � �► 1 � U O Q I PROPOSED w PA BORE PIT PI RONALS MARTIN ZICH ETUX PAMELA EMERSON ZICH PIN # 8751-67-0455.00 BORE AND JACK NOTES: RCEL 12909 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. : 1' V. THEORETICAL SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. PROPOSED OPEN CUT 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM SMALL STREAM EXISTS WITHIN ROAD RIGHT-OF-WAY OR SEWER EASEMENT. SILT CROSSING PER DETAI FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 1' LOCATION LINING TYPE MINIMUM WATTLE SPACING 242+50 TO 245+50 NAG S75 MATTING OR EQUAL 30' O.C. 246+00 TO 248+00 NAG S75 MATTING OR EQUAL 30' O.C. 253+00 TO 255+00 NAG S75 MATTING OR EQUAL 30, O.C. PRaPOSED 18'1 C905—DR 121 PVa FORCE MAIN 1 / 1 0 P�ENCASEIAENT OSED 125 LF 36"0 x 0.37 It 2 ALL THICKNESS STEEL PIPE, BORED AND CARRIER PIPE 670 665 .a 655 640 635 630 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 256 50 DocuSigned by: 50 0 25 50 100 SHEET �, NN" "R'��,,,, ,�eEFoRF CHATHAM-RANDOLPH MEGASITE 52746�,\1-,��C�$B S% O ��/ '; y0G 5 Regional Circle =o&oF oti9 �;; �Q� oc SEWER SYSTEM EXTENSION GRAPHIC SCALE DIVISION VALUE = 50 FEET PLAN AND PROFILE FORCEMAIN Suite A = SEAL = STA. 242+00 TO STA. 256+50 Pinehurst, NC 28374 = a o0 034999 0 , o OFFICE MANAGER DESIGNER 910.295.3159 = -v ° o°� N ':�i°o�ciNE��°°°J:' 9,� �� 2 5/9/23 DLH NCDOT COMMENTS TOWN OF SILER CITY- D. HONEYCUTT D. HONEYCUTT C=1 17 NC Firm License # C-0459 O ° �,� F ''�;°HON'-1111100\o \ /GGING QP� 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# mcgillassociates.com 5/25/2023 NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A M co 0 v 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 CHRISTOPHER ALLAN LONSKI CARRIE L VANDYKE-LONSKI PIN # 8751-67-5974.000 PARCEL 63007 I , � I PLAN I , � I I , � I I , I , PROPOSED 18" C905-DR 21 J I PVC FORCE MAIN I (3' MIN. COVER, TYP.) 0 0 + 0 0 O 0 + + L0 + ROW— — — _ 00 E ROW— _ _ _ —ROW— CO E — -W— E ROW-----ROW—� _ =�-W _ — -� _ E E N '0 55 i 6 6 ` '0 h g� ---W— 9 ---- W Q --�5 —--S�---�� —S �� `sue -- 660_ -- =S �H V/ ` - l - FM FM Z I _J I I cQ c I ELLA KAY GREENE q 8751-67-3367.000 PARCEL 63011 670 645 640 635 630 I 1 I I I I I I HARRY LEES HORNEY & JEAN S PIN # 87 1-67-4022 PARCE� 62928 I I I 1 I I I FREDERICK J HAYHURST ETUX MICHELLE J PIN # 8751-67-5292 PARCEL 62930 ,� I TEMPORARY PIPE INLET �' SANDEL CORPORATION i SANDEL CORPORATION PROTECTION, TYPICAL /-' PIN# 8751-67-9684.000 I PIN# 8751-78-2168.000 PARCEL 83875 I PARCEL 15704 PROPOSED ASPHALT DRIVE /'" PROPOSED SILT FENCE REPAIR PER DETAIL 0 0 + + 0 0 /'� + + � WE--—ROW -- —+ - U)- —E�kOW-----ROW— i;g —�— ROW ----- E ROW ---- ROW -----O ; �— E � -- ROW -------- sr W---------- —ROW ----- ROW S --- ----- ROW---- E — — — W — — — — — W — — — — — W----6W-- ---W-----W— —— W--E --W—W — — — — — —E ---—O--E W— — — — — W — OLD US Hn i 64 Aso _ S— — S_ / ro — S— — TS _ -- --_ 655 �j �� 650 I I °WV --_--_ , I _---- - 1 a I �1 I / ' PROPOSE�EPIAIR I ASPH LT DRIVE L I P�R DETAIL CHECK I 1 DAM PERRDETTAI RIPRAPTYPICAL II CLARENCE MAHLON SNIDER ' MAGRUDER KATHRY CLARENCE MAHLON SNIDER ETUX ETUX GERALDINE WILLIAMS I I I D M MRS GERALDINE WILLIAMS SNIDER I SNIDER , I I PIN # 8751-77-2307.000 PIN# 8751-67-8460.000 , PIN# 8751-77-0399.000 i I PARCEL 16182 `I PARCEL 12910 I PARCEL 83876 , , 1 —PROPOSED AIR/VACUUM RELIEF I I 11 VALVE (AT ACTUAL HIGH POINT) I 1 _----__----------- NOTE LOCATIO S OF EXISTING UTILITIES, A SHOW ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED P HE FI LD BY THE CONTRA TOR. 1 PROPOSED AIR/VACUUM RE IE VALVE fAT ACTUAL HIGH P IN PROPOSE 18" C PVC FOR E MAIN_ (3' MIN. OVER, 1 PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' 665 1 655 635 630 635 1 625 630 1 620 1 1 PROPOSED FORCE MAI AT LOCATION AS SHOWN §HALL BE A MINIMUM 5' FROND EXISTING CULVERT ` JESSICA C LOPEZ 1 PIN# 8751-77-3305.000 ` 1 PARCEL 16181 1 1 1 1 1 1 \ \ ` MARBEAU PROPERTIES, LLC \ MITCHELL EARL DORSETT \ PIN# 8751-77-7672.000 ` \ PIN 8751-77-6673.000 # , PARCEL 15716 `\ \ PARCEL 62949 PROPOSED ASPHALT DRIVE` REPAIR PER DETAIL \` \ \ \ 00 0 0 ` rn 000 - - - —ROW--�--ROW-----ROW—�— �SIia61W--- —ROW-----ROW---- 0 O \ - — — — — — — + -r V / low --S1 W ASPHALT 1--5— Ld --S-----5--� —S '4-Io-- ----5-- z I h� 1 1 I I � I III I Q PRO�OSED STREAM CRO SING PER SMALL 'I ' STREAM CROSSING DETAIL I I I A S&S CONSTRUCTION ►O 1 I & RENTAL I SANDEL CORPORATION , ANTHONY M CIACCIA ETUX I PIN# 8751-77-7333.000 , PIN# 8751-78-2168.000 DANISE M CIACCIA ETAL ' Z I� PARCEL 16178 ' I PARCEL 15704 I PIN# 8751-77-6304.000 inIII I PARCEL 61429 1 11 q 1 I �I 1 1 ' NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION LINING TYPE MINIMUM WATTLE SPACING 256+00 TO 259+50 NAG S75 MATTING OR EQUAL 30' 0. C. 260+00 TO 266+50 NAG S75 MATTING OR EQUAL 30' 0. C. 3' MIN. (COVER. TYP. ..c 655 635 630 625 620 257+00 258+00 259+00 260+00 261 +00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271 00 DocuSigned by: 50 0 25 50 100 SHEET NN'CA'R'��,,,, ,�gEFORF CHATHAM-RANDOLPH MEGASITE 5274Q2 �Cg66MsS/°OO`/�/ %V .6F OyOG 5 Regional Circle oti°°� ; Q� oc SEWER SYSTEM EXTENSION GRAPHIC SCALE DIVISION VALUE = 50 FEET PLAN AND PROFILE FORCEMAIN Suite A =°Q� 9� �� o SEAL = STA. 256+50 TO STA. 271 +00 Pinehurst, NC 28374 = a o0 034999 o , TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 ; -v °� ' Z_%F E`�°°J ' N'9 �� 2 5 9 23 DLH NCDOT COMMENTS D. HONEYCUTT D. HONEYCUTT C=1 18 / °°°°GINS°° G NC Firm License # C-0459 - O �' �' /C9 /�;_Hoo- ��\\\ ��GGING PP1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# mcgillassociates.com 5/25/2023 1 NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A co 0 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 � � 1 1 � \ 1 � 1 \ ` I 1 \ 1 — � I SMU RENTAL PROPERTIES & \ \ INVESTMENTS, LLC PIN # 8751-87-0578.000 ` BROOKDALE BAPTIST CHURCH \ PARCEL 83904 ASSETS WEST LL\ & \ OVIDE TAM & MIRIAM\DE PIN# 8751-77-9641.000 �\ ST AUBIN \ PARCEL 83905 \ VPIN# 8751-78-4932.000 PARCEL 15712 ` \ I \ _ - " " _ _ ROW= W� 655 650 645 635 630 625 620 615 PROPO 2— 8" BENDS--�� A - 7A-7 02a.2� / sue,\ \ - 633 I1 I h \ �01\52a3 \/ '� O0 OSED 20' P RMANENT EASEMENT �34.40 O 11 0 r W- 5 _ _ 'RWW 64j\ US K FM �� _ PROP SED 10' TEMPORARY EASEMENT \�/ 'DUKEX ERGY PROGRESS, LLC l�— E OL S g�1p'7 _ ,�-� _ _ — / `61 / F �` PIN 875IX7-1019.000 SANDRA PATE BELL. \ �_ ♦ 61�F P EL80164 PIN# 8751-87-8346.000 PARCEL 79778 SANDRA PATE BELL� ♦ \ZL — ��E— / / - _ , — —6 § 15 \ PIN# 8751-87-6345.000 _ - \ ,�4 xGJO o _ _ Row — _ _-- PROPOSED 18" C905—DR 21 PARCEL 79777 , _ / \ \ ♦ �00 ow = —5—� PVC FORCE MAIN /-'� \ `P.• . COVER, TYP.) 1�IN# 8751-87-5088.000% ,ro — — — S PARCEL 16166 PROPOSED AIR VACUUM REL F- TEMPORARY RIPRAP OUTLET / J� v� - --4w o PROTECTION, TYPICAL VALVE (AT ACTUAL -FUG - OINT) PROPOSED EROSION CONTROL FM r" —___s m am \ EXISTING 8" FORCE MAIN SANDRA PATE BELL `, �''� MATTING WITH SEEDING, PIN# 8751-87-2395.000 a a m NS m \ \ PARCEL 79776 ►U— a PROPOSED ASPHALT DRIVE REPAIR PER DE IL PROPOSED FORCE MAIN AT SM"�� BROOKDALE BAPTIST \, LOCATION AS SHOWN SHALL 20 CHURCH, TRUS BE A MINIMUM 5 FROM -' \ PIN# 8751-87-0372.000 \ EXISTING CULVERT 272+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.co m 273+00 274+00 DocuSigned by: 5274(ZFC, 6� 4. P � ` /''/i 0o FESs/o SEAL = O o0 034999 o 0000000000 5/25/2023 �\ PLAN \ \ � \ � DENICE 0 EDWARDS v \ � \ � PIN # 8751-87-7615.000 � PARCEL 16106 \` \ PROPOSED 18" PLU\VALVE `\ `\ HUEZO ARTURO \ W/VALV5\ BOX ARMANDO PERAZA ` PIN# 8751-87-5690.000 \ \ PARCEL 16105 `� O 0�� % BETTY DUNN MCKINNEY TEMPORARY RIPRAP CH`ECK PIN# 8751-87-4670.000 DAM PER DETAIL, TYPICA\ PARCEL1620z `\ k JAMES DOUGLAS ELLIS & LINDA A ELLIS 00 Rowi�W PIN# 8751-87-3549.000 \ \ ur �� jsR PARCEL 16103 ,�000LAS ELLIS \ 00 ��W BROW /� �sR� \ ' PIN# 8751-87-2528.000 �\ �� iR� R�� I �64/ / 1 PARCEL 66405 643 275+00 �EF0RFy0 Q 2 5/9/23 DLH GING PP 1 03/14/23 DLH NO. DATE BY 276+00 277+00 NCDOT COMMENTS NCDMLR COMMENTS DESCRIPTION 278+00 279+00 280+00 281 +00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 0 615 1 595 1 1 595 282+00 283+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT REVIEWER 284+00 2841+50 PLAN AND PROFILE FORCEMAIN STA. 271 +00 TO STA. 284+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 19 co O 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 b PLAN S / \`\ II / I __--- �-- II ' S-I DIANA TAPIA 1 PIN# 8761-06-2833.000 REYES DANIEL MORALES ETUX PARCEL 16142 ' \ \\ 1 AMALIA GONZALEZ MORALES II / '� I � PROPOSED BORE PIT S� Q i"" �� , PIN# 8761-06-0875.000 CAROL S MOODY ,1 PARCEL 16163 III w '1 �P , ,,�of i� LUJAN MANUEL ETUXI PIN# 8751-96-9970.000 AN ALICIA ROMO '� PARCEL 16158 I I O / / j I I OCPT�O R� �� — \ \ \� P \ PEE sPN PROPOSED 40 LF 36 x 0.375 WALL THICKNESS � � P I N # 8751 96 9819.000 I '� o W + � O N x �;\ •,ti �`' �° \PPPRO�oMW�EPS�pON STEEL ENCASEMENT PIPE, BORED AND JACKED WITH ` G HELEN MANESS \ 20 EWE P 3$ » g5 g51� I PARCEL , O , O A O + 0 N O PG 20021 18 CLASS 250 DIP CARRIER PIPE PN��68 �9�a' PIN# 8751-96-8946.000 \ N'• 59� 1 2 , + ' I 1 P� %♦ ♦ i\ v♦ \.� , 1 E� 6�5 PARCEL 16164 VENTURA-MORALES ASCENCION \ 1 O) I 1 I z Row `l' \ ♦, . \\ - \\ 1 ETUX MARIA ELENA ORELLANO , + 1 r I 16 , ---- / 64 v —ROW s / E'er?�► \ \ 6, �s TEMPORARY SILT FENCErn PER DETAIL, TYPICAL TEMPORARY PIPE INL T PIN# 8751-96-69s6.000 O ot,Pf 1 1� 85.3� + I N N1�b 1 a� E--�� --------- v �� INS �w - ♦ PROTECTION, TYPICA 1 PARCEL 16159 O ow % �� to 1 z - i �/ / v I rn - -N 0*1 s—�= _ rn W Uj — :, -� o \ PROPOSED 18 CLASS 250 1 4_ W� - l- ow —I— �_ _ \� (6)X s DIP FORCE MAIN _�- ,+f, `� O \ vl �' J _� - o i �'- 2'\6'4 N7 � LL ___- U \ \\ \ _ - -�'"L-0 OCELOT OSTOS N MARIA RAMIREZ MEDINA 11 -{- W — of —�]� rn �� !�,_ ��— --- - _ - ya�J a — �3P `cwa ~ � I- PROPOSED ROSION \\ t \ (3 MIN. COVER, TYP.) - _ � `` � 6' —�FM _---� '+ _ _=== -- __�� _ _= PIN# 8751-96-5902.000\�7 s --- �� — � �� N `�`' \ CONTROL TTING 2 ' \ \ _ -B7�ZI L PATTERSON 8" PVC 6M� F�� —_ -s �`� - z PARCELs1191 G 10 a� f M O I \ S,GP1 coNCRE R s= oWti s_ =- —R'' _ --R B¢4. — W — 1 ` , WITH E D I N G pF / . _ _ \\ — — g^PVC _ PIN 8751-96-3943.000 s # \ 2 Pr1G16g61 61 f O N 5g58 _ -ice _ W� GZ\P p1 + �' 18 31 f- �O W I —645 8a01 EL'6 _ a - - W > ROw I � \\ S- �� , 1 v� PARCEL 81239 �:0169A3 8� N N — ' EEG -� i-a��Dd-O 6 F — ,'� _ �" /' // °-" �-°' _ -�0 Cb'% / / RO __ 1� 1169 226 81 O P \ 0 65. 60 N RET� — TEN PORARY INLET Owe — I PROTECTION TYPICAL >• 1 .( CAI^ 1^ S \ / / / 185 85 2 /--�- 61 °' 1�. 16B 1 0ti 0 \ L N E 1859391� 628 _ - , i R — �"_ - (_ -• v 1 U 1 1 , I \ PROPOSED ONE FULL / _ 614 / / �% ,�. \- rF� - / / /' / - c�\c SIDEWALK i y \ __61% � / / /—yr ♦ � _/ �- -`° _ � 1 , _ ► ROW cWM 628 co _ 3' — — Z 1 ABLE - o I —��W \ �� w— U o�IP�o I 1 I 3. 1 3I�16� g26 5 1 1 N'• 5g E'•1g3990 1 I 1 SANE WIDTH ASPHALT ROAD REPAIR PER DETAIL _ \ -66 9-' '/'moo \ �- °= _ — �— _ D -- 1 _aDL_ NM 1 1 " OZIP20 I �` PROPOSED 18 CLAS 3I � 5 6� _— k/ F _623 —�SMh- — � 62 /--FM — 0 PE 1 ' I c �o- 6�1' 6 I ' 1g1�3� N? 1g5 95 250' DIP FORCE MAINI (3 IN. COVER, TYP.� 1 _/- 625 '``' '/'/o �-W- - _ __ -- - Q / -621\-626- -1 �- ° a o -�_ °� 1 PROPOSED PROPOSED AI /VACUUM RE IEF A- _ , >� - 36--- , I SANDRA PATE BELL. i -6 62s- - � ��-f�' - 1 ' / , /j I I VALVE (AT A TUAL HIGH PO NT) � I - /' PIN# / - 636-- 8751-87-5088.000 \ o I 1 I BORE AND JACK NOTES: — 631 , oo —s4o BAZEL PATTER �\ \�__- 1 , 1 I TEMPORARY RI�RAP PARCEL 16166 9_ _ _ s4i� ' DAM PER DETAIL, CHECK 1 \ 1. TYPICAL ' BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. 1' V. THEORETICAL PIN# 8751-96-3834.000 -642- . TEMPORARY SEDIMENT TRAP #2 y // / -6k°�` ��— --643- PARCEL81240 _ _ I �\ I I _ '1 I 2. SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM '/ / / i' i - 644- - 645 \` / O�IPf1 ' _ 66�61 / / / / / /' 646- 1�2116g3a5 60 N of N� — k— \ 1a5 6, / / 0�1P98 ' 1� Tg59h38 95 I ' ', I E'.. 31. 1 I 6 --/- 1/ -/ EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT ' - / �' FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE 6� 0 / S _647- E. 6g0. 6 N� �'\�1 ' '1 PROPOSED O�EN, CUT AND 1 /-' OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE PROXY OE P� -- i66p0 / F �, ��--_ PFoo�og g3p2'PG " 60 / / / ' Z o Zo k2 / / / I I I I PATCH EXISTING PAVEMENT 1 / - _ - SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN 66�3dbyo �_�� _ `� \ , 1 ' /-- DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. ,',,—_s _ I I TEMPOR'�RY INLET 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES �_�a PROTECTION ,-/� ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND JACK. WHERE CONDITIONS DO NOT ALLOW BORE ENGINEER MAY PROPOSED `- — _` 6 � 665' ' — \NOTE: LATIONS OF EZiBG-l�'f�ITIES AS SHQWN ARE APPROXIMATE ONLY. '" COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. —��' 2-18 45 BENDS — i /// / s " . 651 ,-_ 1 EXACT OCATIONS A�E VERIFIED IN THE Fy LD BY THE CONTRACTOR. _/ —5— 64 640 640 660 PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. 660 2' MIN. SCALE: HORIZ. 1"= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. CLEARANCE VERT. 1"= 1' LOCATION LINING TYPE MINIMUM WATTLE SPACING 635 655 635 655 286+75 TO 288+25 NAG S125 MATTING OR EQUAL 20' O.C. EXISTING GROUND \ 630 650 650 6"w1 630 PROPOSED AIR VACUUM RELIEF i VALVE (AT ACTUAL HIGH POINT) i r PROPOSED 18" CLASS / 625 645 i-- 250 DIP F RCE MAIN 625 645 (3' MIN. C VER, TYP.) / N 620 640 EXISTING GROUND 620 / 640 i 2' MIN. 615 615 635 i 635 __--- i �— 10 610 �� 630 12-RCP 605 605 625 12"CMP x 625 PROPOSED 40 LF 36"0 x 0.375" 2 WALL THICKNESS STEEL \ ENCASEMENT PIPE, BO ED AND 8"IDIR SEWER 0 2y MIN. JACKED WITH 18" CLASS 250 DIP CLEARANCE 620 600 600 620 CARRIER PIPE 2 MIN. CLEARANCE PR POSED PVC TO DIP IRANSITION 595 615 595 615 285+00 286+00 287+00 288+00 289+00 290+00 291 +00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300 00 5 Regional Circle DocuSigned by: c,,.44� 'R'',, s274C CfiAB�J 4® °°°OOo �/ , o0 oF�Ss�0' °-o ; ,�eEF0 YO �'o� CHATHAM-RANDOLPH SEWER SYSTEM MEGASITE EXTENSION 50 0 25 50 100 PLAN AND PROFILE FORCEMAIN SHEET Suite A °Q� oo SEAL 9� °� Qom`' , C GRAPHIC SCALE DIVISION VALUE = 50 FEET STA. 284+50 TO STA. 300+00 Pinehurst, NC 28374 = a o0 034999 o °� , o TOWN OF SILER CITYOFFICE 20 MANAGER DESIGNER 910.295.3159 NC Firm License # C-0459 = v ° ':�i°��ciC=1 NE-oo°°°J) -, O ° �, N �� F D. HONEYCUTT D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# mcgillassociates.com ��'�'�;°HON0�.``�/GGING '''1110 �``� QP� NO. DATE BY DESCRIPTION 5/25/2023 D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 SILER CITY PARK PIN # 8761-06-6649.000 PARCEL 62689 PROPOSED 2-18" PROPOSED BORE PIT 45' BENDS o row i �W� FERNAND LRTEZ MALDON)�DO & 3 c, tis' 18 �MOZ_ � / - _ RNESTINA ANTON N # 8761-06-4729.000 PARCEL 16141 �\� — — — - �� 41021 61 --------�, 3010�\� j „' `615 PROPOSED 60 LF 36"0 x 0.37 — �M° , S /1 /616/ / ; WALL THICKNESS STEEL / / '�— BORED AND / f� „� '�'�b� / ENCASEMENT PIPE, WILLIAM L STOVA \ NN7> N I BRENDA C/ DERRICK LEE „617 � , JACKED WITH 18" CLASS 250 DIP � BRENLE STOVALL/ TODD STOVALL o i 61s JAMES M GOINS CARRIER PIPE / \\ PIN# 8761-06-3832.000 �I � / St PIN# 8761-06-3682.0�0 2 ' PARCEL 16139 / r / s>y � PARCEL 16161 v, r ' ARY SLT FENCE W DOLPHIN INVESTMENTS, LLC / TEMPOR s�0 � n ` � � � PIN# 8751-96-8511.000 / �€R�ETAIL, YPICAL PARCEL 16173 rr ' Cy�INF S r PROPOSED 18" CLASS �'�• 3 250 DI FORCE MAIN r 00�`Op (3' MIN. COVER, TYP.) r , r i PLAN , FIRST UNITED METHODIST CHURCH TRUSTEES o/ /N PROPOSED ASPHALT ROAD \, EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT REPAIR PER DETAIL PIN# 8761-05-6714.000 FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE PARCEL73037 OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. O — _ 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES 00 S ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND '� S+ JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY , COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. 1 IN - PIN 61) BORE AND JACK NOTES: 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. : 1' V. THEORETICAL SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM — —e\ _ O ' S CONTRACTOR TO CONFIRM LOCATION OF \ \W� _W— _ M �� EXISTING WATER LINE, MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION OR 18" VERTICAL 0-- ;; _; ��W — — �� 5� SEPARATION WHERE HORIZONTAL SEPARATION _ W RALE'GH T_, � _ ,— �v- ,^ O CANNOT BE ACHIEVED W �l —CID 3N, C) ° EX. STREAM L0 _ --= / a W DOLPHIN INVESTMENTS, LLC `f/W Mobs\ Wes\\\ PIN# 8751-96-8511.000 , JAMES B EDWARDS / r PARCEL 16173 PIN# 8761-06-3170.000 / \ �A10N/�` W\ _!`� 2 PARCEL 73136 / / i W� � - �� HMO A 622---- I W _ Q_ TODD J POREMBA ETUX MEREDITH G POREMBA & MARCIA J EAKIN , / PIN # 8761-05-3973.000 NOTE: LOCATIONS OF EXISTING UTILITIES GCS WN /ARE APPR IMATE (YNLL EL 71737 / EXACT LO�ATIONS ARE TO BE VERIFIED IN TH FIELD BY /THE co ONTRACTOR. i PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. LOCATION LINING TYPE MINIMUM WATTLE SPACING 303+00 TO 306+00 NAG S75 MATTING OR EQUAL 30' O.C. 635 635 630 630 EXISTING GROUND 625 625 PR POSED 6 LF 36 o 0.375 620�� WA L THICKNESS STEEL ENCASEME14T PIPE BORED AND JACKED WITH 18' CLASS 250 DP CARRIER PIPE 4s N, 615 — — i —�� 6"VCIP WATER � 610 + 24"RCP ��,_ I; n 18"RCP I PRO 250 (3' OSED 18 CLASS DIP FORCE MAIN IN. COVER, TYP.)II � CLEARANCE 24"RCP u � 610 .-.My: 605 .�e 1 595 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 595 1 301 +00 302+00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com 303+00 nuSigned by: CAR !74010 o�Q°..SS�O°O�/i/. z: ooSEAL = Q 1. 034999 o o� -7 oo�000 GI NE��oooCJ 000000000 5/2'1 304+00 2 5/9/23 DLH 1 03/14/23 DLH NO. DATE BY 305+00 306+00 NCDOT COMMENTS NCDMLR COMMENTS DESCRIPTION 307+00 308+00 309+00 310+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 311 +00 312+00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT REVIEWER . 313+00 314+00 31 PLAN AND PROFILE FORCEMAIN STA. 300+00 TO STA. 314+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=121 Q z O Q U _ O z z D O U Q Q U U w J J) w O z O Z O U) z w i- x w w U) U) Cf w w U) rn co 0 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 Ile I PLAN I i I I SILER CITY CHURCH I I „ PROPOSED 18 CLASS 250 , OF CHRIST PIN# 8761-04-6798.000 I WILLIAM L PEAVEY JR. 1 & PAMELA W , Al DIP FORCE MAIN `" 0 / PARCEL 62729 I PIN# 8761-04-6458 I JEAN W PINKSTON ETUXI (3' MIN. COVER, TYP.) _ — — Z s ' I PARCEL 14954 CHARLES ROBERT LORETT DIAB WHITEHE AD I I A W BATCHELOR CONTRACTOR TO CONFIRM LOCATION OF s-- PROPOSED STREAM CROSSING I I PIN# 8761-04-5363 I BARBARA W TOWNSEND EXISTING WATER LINE, MAINTAIN MINIMUM 10' _ _s--PROPOSED FORCE MAIN AT PER SMALL STREAM I PARCEL 17228 I PIN# 8761-04-9216 HORIZONTAL SEPARATION OR 18" VERTICALs _ -- _s LOCATION AS SHOWN SHALL BE A CROSSING DETAIL PARCEL61506 SEPARATION WHERE HORIZONTAL SEPARATION MINIMUM 5 FROM EXISTING CULVERT I TEMPORARY RIPRAP CHECK I BE ACHIEVED % � DAM PER DETAIL, TYPICAL --_s---CANNdT PROPOSED REPLACE EXISTING TEMPORARY WATTLES TEMPORARY INLET PROPOSED 4-18" RIPRAP AT PIPE OUTLET PER DETAIL PI OTECTION, TYPICAL 1 , 45 BENDS _s 0 0 0 o 0 0 ;+ 0 + + 0 0 + I + , I I + p + �_ 000 0 / M M n N + + 0 In M M i I g N O I I + I + I m MATCH I E STA. 329+0 Q _� �� _ �- _� — _ \ _ 18 _ STAKE OUND —'mil Z 625 , 626 627 W RALEIGH ST < I I \ s , \ / - ` / / / �' / 623 ,624 \ \ S.R.1006 U-- --<s-----s— — — _�—�-----=_828-- Wes— —w-- — w u \ 9 0 -33, __ u �3 6—_ \ \ --- ��s s�� — --_ \ R,� \ iVA GH �._ —w----mow— -- —T —Moa-- --- _ 9 -- -- — —Moa----=6m —Z -- _ ---nnoa---- ----- S=�eo�j- �� `\ 3 \ — 1 a S � p ----Moa-----Moa--- nnc l-----nnoa---- __ _ 5� a� s--,—Moa 6110 \sR \ 6\0-5. W� 1:� PROPOSED TRANSITION TO 18" PROPOSED ASPHALT DRIVE 1 ' C905—DR 21 PVC FORCE MAIN 1 REPAIR PER DETAIL I I I �� / �� / \ �_ �\ \ \ o �� J° �e f (3 MIN. COVER. TYP.) I I I FTI I I 1 1 I , 1 I I a PROPOSED GRAV L DRIVE �� ► d I REPAIR PER DETAIL ww I I PROPOSED GRAVEL DRIVE / `Mo \ \ LAKEV OD MANOR HOMEOWNERS 1 1ASSOCIATION, INC , I EPAIR PER DETAIL SIN I TEMPORARY PIPE INLET 8761-05-2223.000 PARCEL 16221 PROTECTION, I TYPICAL / L—L—L I I __—__—__ I I I -I I i I I PROPO ED 18" PLUG VALVE /'W VALVE BOX / I , _ _ —w I� I I / � � PROPOSED ASPHALT / REPAIR PER DETAIL I I -----� I NOTE. LOCATIONS OF EXISTING UTILITIES A SHOWN ARE A�jPROXIMATE ONLY. ' EXACT LOCATIONS ARE TO BE VERIFIED IN ITHE FIELD BY TWE CONTRACTOR/ __ 660 660 PROFILE PROPOSED TRANSITION TO 18" NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. C90 —DR 21 VC FORCE- MAIN SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. SCALE: HORIZ. 1 "= 50' f VERT. 1 "= 1' 655 LOCATION LINING TYPE MINIMUM WATTLE SPACING 655 321+00 TO 328+00 NAG S75 MATTING OR EQUAL 30' O.C. PROPOSED 18" PLUG VALVE W/VALVE BOX _ I J 650 I 650 /J 645 645 i — J I 1 640 `' 640 / (( ) 1 "RCP EXISTING GROUND 635 635 � 12"RCP / 2' MIN. CLEARANCE) 630 _ 630 MIN. CLEARANCE 625 --- --- 625 —PROPOSE-1) --- — 18 CLASS 250 __ DIP FORE MAIN _. ----- PO 3' MIN. COVER TYP.) 620 —' V /1 10"PVC 620 615 615 315+00 316+00 317+00 318+00 319+00 320+00 321 +00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 5 Regional Circle DocuSigned by: 4Q 'RO/,/, \; o�oFES°si0, �-o ; �,�,\gEFORF yo �'o CHATHAM-RANDOLPH SEWER MEGASITE SYSTEM EXTENSION 50 25 50 100 PLAN AND PROFILE FORCEMAIN SHEET Suite A °Q� o SEAL 9� °� Qom`' , C GRAPHIC SCALE DIVISION VALUE = 50 FEET STA. 314+50 TO STA. 329+00 Pinehurst, NC 28374 = a oo 034999 0 °� Q o TOWN OF SILER CITYOFFICE C=1 MANAGER DESIGNER 910.295.3159 NC Firm License # C-0459 = -v e ' FN �`�°°J ' � / GINS° ° C, �\ -, O ° °°°°°°°° � N 9,� �� ,� D. HONEYCUTT D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# mcgillassociates.com ,� �' H0N' , 5�f'�Yr02T`` ��GGING QQ� NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A 2 D_ O 0 z Q Q 2 U DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 - ------—----—----—--—-- — -- ------------- ----------------------- I I I1 , 1 _ I JEAN W PINKSTON ETUX 1 PLAN CHARLES ROBERT 1 1 HORTENCII TINOCO HERN�NDEZ PIN# 8761-04-5363 I PIN Nq. 8761-14-44133 PARCEL 17228 PROPOSED 18" C905—DR 21 1 PARCEL 17208 ► I PVC FORCE MAIN 1 1 I (3' MIN. COVER, TYP.)---------------- I I N -------------------------------------------- ' I ---------------------------- MEDINA CESAR RAMIREZ I r PROPOSED GRAVEL DRIVE WILBERT SPRUILL TRUSTEE VALENCIA HILDA RODGIGUEZ ► 1 PROPOSED 20 PERMANEN EASEMENT PIN NO. 8761-14-11843 PIN NO. 8761-14-3127 I REPAIR PER DETAIL PARCEL 17230 PARCEL 71260 SHIRLEY CLARK I EDGAR A MELGAR DIANE B WHITEHEAD PIN NO. 8761-14-4157.000 PIN NO. 8761-14-5196.000 LORETTA W BATCHELOR ' PARCEL 17204 PARCEL 17200 I i BARBARA W TOWNSEND 1 I I / PIN# 8761-04-9216 OQ PARCEL 61506 1 O 0 / J 00 + 0 00 0 0 I 0 + ± N I j + 0 , 0 0 0 0+ O IM 1O , j r`% L / 0 3/414053 88 + + 0 O O 0 + to F.., 61223.17 00 V) M I o+ + 0 EL: 632.62 � , O + + PO M � M 1) PO —�—W—_ --W--- —W —W --- — — —I- i i--E-- — E E g E-- M I E FH ---- I------- E------ t E M W -- --W—---W— ----W p---W---� v v v v— o rn -�- — o� u� — —W--- - _ �� -- -- -- --- ---- --- --- _ -_--- ---o� E _ —II _ _ _ — _ 'rn N I N 0 Oj W h� SUNVIEW�65.JE o �orl _ cz o 0 0 0 0/� Mo Mo mA 633 \\ W---- IIW-- ----- E _ \\\\ = // —-----W-- --W _63_633 _6,32� 6i�C�63 �6WV l�� l� 6�� N �E _^ h FM��_ _ �� ice_ ___7.i.- -r-- iN--i9 . N- r--�'-- 1-5 -= "�� - - - - -- 3�' y� —hy WV W— — — W— — — — — \ — �— — — — — — W— — `O — - W_ E Z - ul �� i��i�� / 7 �rt - I-- FyFb�{.Fy �y \ SU VIEW\DR \ W CONCRE E E I � I I � L U E E E — - I I I---t--- -- __ __ __ _ �� CC 1 I 33 ' — I PROPOSED EROSION CONTROL N.8611420 I 5/g" RBF N:714102• 06 EL'.640.4 PROPOSED CONCRETE DRIVE RIfPAIR PER DETAIL PROPOSED IR/VACUUM RELIEF VALVE (AT ACTUAL HIGH POINT) 1 � CHUCK STIRES 1 PIN# 8761-04-5011.000 PARCEL 17232 1 I 1 I I 1 I 665 PROPOSED AIR/VACUUM RELIEF E:1Lij EL:632.66 MATTING WITH SEEDING z z .J TEMPORARY RIPRAP OUTLET U PROTECTION, TYPICAL PROPOSED TEMPORARY 10' EASEMENT Q HARRIS HANNAH LEE WILLOUGHBY I ETAL 1 PIN # 8761-03-8724.000 HARRIS HANNAH LEE WILLOUGHBY JERRY B WOOD III ETUX PARCEL 14955 ETAL BETTY FRANKLIN I PIN# 8761-03-8724.000 PIN NO. 8761-23-4746 PARCEL 14983 I PARCEL 14955 I BERT RAYMOND & AMY R BREWER PIN NO. 8761-13-4868 I PARCEL 63013 I I / 1 I 1 , ' LOCATIONS OF EXISTING UTILITIES AS SH WIN AR APPROXIMATE ONLY. INOTE: EXACT LOCATIONS ARE TO BE VERIFIED IN THE IELD B THE ONTRACTOR. — 665 1 645 NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. PROFILE SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. SCALE: HORIZ. 1 "= 50' LOCATION LINING TYPE MINIMUM WATTLE SPACING VERT. 1 "= 1' 332+00 TO 335+00 NAG S75 MATTING OR EQUAL 20' O.C. 339+50 TO 351+00 NAG S150 MATTING OR EQUAL 25' O.C. 645 660 660 640 EXISTING GROUND 640 655 EXISTING GROUND 655 635-- —`�� 635 ` PROPOS D 18" C905-DR 21 ------ --- - ` ` PVC FORCE MAIN 650 630 630 (3MIN. COVER, TYP.) ` ' I ` 777 645 645 625 mft��_ N1�1 1 625 PROPOSED 18 C905—DR 21 � ` PVC FORCE MAIN (3' MIN. COVER, TYP.) ` \ 640 ` 640 620 `� 620 635 ` 11 635 615 615 630 610 630 610 605 605 625 625 330+00 331 +00 332+00 DocuSigned by: 5 Regional Circle 52; 0 o sio��i,P ;- Suite A F\S,.000 Q� SEAL — Pinehurst, NC 28374 = a o° 034999 o 910.295.3159 ; -7000F mcgill NC Firm License # C-0459 -,/O °0INV-o oo�C� mcgillassociates.com 5/2523 �EF0 Q O � 333+00 NO. I DATE I BY 334+00 335+00 336+00 337+00 338+00 339+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION DESCRIPTION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 340+00 341 +00 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT . 342+00 343+00 50 PLAN AND PROFILE FORCEMAIN STA. 329+00 TO STA. 343+50 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 23 co O 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 PLAN MABRY HOLDINGS LLC PIN NO. 8761-25-0094 PARCEL 17202 20' PERMANENT EASEMENT 0 0 o PROPOSED TEMPO + O DAM F p � I + 0 0 + I M I J J M/ _ 00 6i r6 ro 606 605 00k 60�b 602 Lo . / 00�1 /E —Cb ^ / - - T� j/Wf/-/w /-�- i� ,�� h°j �5s6 Q W---W--- -'�N-- s��- \ 59�. \s90 I � \ W— — L — W— / a LJ6 E LINE/ / 1rREE INE L L G ��i / FM m i LJLJJ Z - -_ EE LINE — — PINE FOREST INC #1 PIN NO. 8761-24-6158.000 PARCEL 14984 Al RY RIPRAP CHECK T PORARY SILT 1 DETAIL, TYPICFcricc Noires < A-- c\W---1--I-W--THE �L E�� . 0 T Q T � J m 10' TEMPORARY EASEMENT PROPOSED JERRY B WOOD III & BETTY FRANKLIN WOOD PIN NO. 8761-13-8774 DID 815/PG 317 I PB 2000/PG 4 1 2" CTIPF N/713701.05 E;1861758.85 ELI620.65 620 615 N, 605 580 N, PROPOSED 18" C905—DR 21 1 PVC FORCE MAIN O (3' MIN. COVER, TYP.) 0 o � + �— O M LO '� I rn �'y9ss_` + Z e J I , - - - W SB) TREE LINE 7 W— - - SB6 6 I n LIE - W- - _ 5B 5�^- - N% - 0`i`..00 Oi�.�.. 0�'�i.i g� �.. FH I TREFN �6 M 3RR 76" \ = - i - W - - 0 W o- j f ?- �69 FM = fy — - a THE LINE F11FM 1 f=rt rf �—Fy FM —FM N: 110 713714.62 _ E;1863129.46 TIPF I I EL;592.71 PROPOSED TREE LINE 0 O O O O + O --IPT-------- ---'—------- + N:7137BT-700 EL 593..5 I 1 I 1 I 1 I 1 I I I1 — JERRY B WOOD III ETUX I BETTY FRANKLIN 1 I PIN NO. 8761-23-4746 1 PARCEL 14983 � 1 \ 1 I I ` I I \ I I I \ I ` I 1 \ 1 NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. �� I EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. \ I � I I PROFILE NOTE: INSTALL TEMPORARY DITCH LINING AND WATTLES IN DRAINAGE DITCH AS FOLLOWS. SCALE: HORIZ. 1 "= 50' SEE EROSION CONTROL DETAILS FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. VERT. 1 "= 1' LOCATION LINING TYPE MINIMUM WATTLE SPACING 355+50 TO 365+00 NAG S75 MATTING OR EQUAL 30' O.C. 620 615 610 605 580 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351 +00 352+00 353+00 354+00 355+00 356+00 357+00 358 00 DocuSigned by: 50 0 25 50 100 SHEET ICAIIII�� >\B F CHATHAM-RANDOLPH MEGASITE L \ NN `o,, EFOR Y," 5 Regional Circle =o�oF oti9 �;; �Q� oc SEWER SYSTEM EXTENSION GRAPHIC SCALE DIVISION VALUE = 50 FEET PLAN AND PROFILE FORCEMAIN Suite A = o = o SEAL STA. 343+50 TO STA. 358+00 Pinehurst, NC 28374 = a o0 034999 o , TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 ; -v F -Z- M I `f' D. HONEYCUTT D. HONEYCUTT C=1 24 NC Firm License # C-0459 �',�/O°°��!N��°�GJ�'\ 9�F � ��'� ��//, HON��.`` ��GGING QP� 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# C9 mcgillassociates.com 11111123 NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A 5/25/2023 rn co O O co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 c� 0 co LO b PLAN RAILROAD CROSSING NOTES: 1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS. 2. PIPELINE CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED "AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION" SPECIFICATIONS FOR PIPELINES CONVEYING NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE FLAMMABLE AND NON—FLAMMABLE SUBSTANCES. oq �G ° EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACT PROPOSED TREE LINE 3. BLASTING NOT PERMITTED. FFtir"� ss /00"1 � I V&D LAND, LLC PIN N0. 8761-34-3261.000 I PARCEL 17186 �Q.• o EXISTING NORFOLK SOUTHERN RAILROAD TRACK 0 0 0 PROPOSED 18" C905—DR 21 PVC FORCE MAIN PROPOSED PVC TO DIP TRANSITION 100 R/,W V&D LAND, LLC PIN N0. 8761-3851.000 q>�, (3' MIN. COVER, TYP.) PARCEL 16436438 o ^I Iv �"oo PROPOSED �5X sesoeoo o LAUNCHING PIT �� `s6s�9�sFr / A TEMPORARY SILT FENCE \ PROPOSED 18" PLUG o� PER DETAIL, TYPICAL ♦� o VALVE W/VALVE BOX ; �► / x s 10' O ticy" i/�� PROPOSED 18" CLASS 250 � � -� o �s��3To r a� Fti��" <•Sss3�,cA DIP FORCE MAIN �1 PROPOSED 10' TEMPORARY EASEMENT M - (3' MIN. COVER TYP.) +� TR + PROPOSED T/?E ��E _ I 2-18" 45° BENDS �♦ PROPOSED F, ,_ 9 s BORE AND JACK NOTES: �S ° — FF" "� ��—` __ �s�' '--__- �`�� `�� mm �, RECEIVING 0 kPIT 000 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1' H. 1' V. THEORETICAL ;T _ FM 00 SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM EXISTS WITHIN ROAD RIGHT—OF—WAY OR SEWER EASEMENT. SILT FF;�"� — — — — — — — _ _ _ ■ �� 0-0 FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE s�s� 367+00 ■ �/ I■ OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE i �j�� SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN PROPOSED 110 LF 36"0 x 0.5" WALL CP DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. THICKNESS STEEL ENCASEMENT PIPE, 1 2 o �► 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES 2 BORED AND JACKED WITH 18" CLASS 1 /�i 50' ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND 250 DIP CARRIER PIPET EEC WHERE CONDITIONS BORE, ENGINEER MAY OPOSED G OORDI ATEWITHNCDOT TO REQU ST OPEN CUT OF ROADWAY. �� 2-18 450 BENDS 605 605 595 595 PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' 600 600 590 590 595 595 585 585 590 580 590 580 EXISTING GROUND PROPOSED 1 PLUG VALVE W./VAL.VE BOX PROPOSE 18 C90 —DR 21 ��,__ PVC FOR E MAIN 585 575 (3' MIN. OVER T 585 575 Q PROPOSE 18" CLASS 250 Q DIP FORC MAIN 580 580 -57,0 3 MIN. COVER, T 570 RAILROAD THEORETICAL 2:1 EMBA KMENT Exls NG GROUND 575 5 �� -- ---- ----- --- -- ------ -- ------ 565 575 i 560 570 570 560 ' — — _ / MI 3' CLEAR PROPOS D 565 565 555 RECEIVING PIT 555 ROPOSEE)7 560 550 LAUNCHING PIT- -Ai Nk 560 550 PROPOSED- PVC TO X0.5 WAL -- THI KNESS ST EL ENCAS MENT PIP , BOR D AND J CKED WITH 18" CLAS 250 DIP CARRIER PIPE 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 372 50 5 Regional Circle DocuSigned by: �AR',, �` ` 00000, 0 , 52\,o�ooF ss�U, ; EFoR y F �G Q`' o� CHATHAM—RANDOLPH SEWER MEGASITE SYSTEM EXTENSION 50 0 25 50 � oo PLAN AND PROFILE FORCEMAIN SHEET Suite A 02� 9< o� ' = = o SEAL 8 V , C GRAPHIC SCALE DIVISION VALUE = 50 FEET STA.358+00 TO STA. 372+50 Pinehurst, NC 28374 = 0 034999 0 = ~ 7 , o OWN OF SILER CITYD. C=1 25 OFFICE MANAGER DESIGNER 910.295.3159 NC Firm License # C-0459 °6 jo /— °ENGINE -to -J) -, O �000000o 9.� ��'� HONEYCUTT D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS y\ �, �'�iC F mcgillassociates.com HONE�� '�/�, „��` ��(�' QP� GING 1 03 14 23 / / DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# NO. DATE BY DESCRIPTION 5/25%�823 D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 c� 0 co LO b PLAN PROPOSED 18" CLASS 250 RCE MAIN (3' MIN. COVER, CROSSING o 0 UNDER 15 CM o NO IMPACT O U + O TRIBUTARY BORES 00 UNDER SYSTEM NO M EDWARD N LILES �GZ O TR PIN NO. 8761-44-3409.000 a ti O M IMPACT Q PARCEL 65306 + JAMES KEITH BOLING JR d- -- PIN NO. 8761-46-4060.000 O 00 UNNAM TRIBUTARY ROPOSED 110 LF 30"O X 0.375" WALL PARCEL 16389 Z�� o I' fu O � > Z Psi .. � � �sao� e I� THICKNESS STEEL ENCASEMENT, BORED �< � — - " AND JACKED WITH 18 CLASS 250 D.I.P. CARRIER PIPE Q o .TREE LINE Q 2 O rn V � XOO ^�� .a ��.�� -� `� d TREE LINE 4 1 PROPOSED BORE PITS >s rn P:ba� O 00 o ♦ F �> F.• q O r EE LIN y' r ♦ s�s�F �% <,.' s>A O M s�, • s��o �o ss �� + s� �= EE LINE s°so Q� __ PROPOSED TEMPORARY SILT PROPOSED LF 30"' X 0.375" WALL THICKNESS / — _ _�, TREE LINE BORED AND JACKED WITH `rams°� OVES EK _ 9 —�► FENCE, TYPICAL. STEEL ENCAS ENT, 18" CLASS 250 I.P. CARRIER PIPE r GJ TREE LINE �- s6 trzl'F s � BORE AND JACK NOTES: -w PROPOSED WETLAND CROSSING, > � PER DETAIL 1. BOTTOM OF BORE PIT SHALL BE MINIMUM 1 H. 1 V. THEORETICAL > %1�y o PROPOSED 18 C905-DR 21 SLOPE FROM EDGE OF PAVEMENT OR ACTIVE SHORING MUST BE USED. PROPOSED DIP TO PVC TRANSITION PVC FORCE MAIN 2. SPOILS PILE SHALL BE PLACED ADJACENT TO BORE PIT WHERE ROOM (3' MIN. COVER, TYP.) 0 EXISTS WITHIN ROAD RIGHT-OF-WAY OR SEWER EASEMENT. SILT FENCE SHALL BE INSTALLED AND MAINTAINED ON THE DOWNHILL SIDE PROPOSED 50 LF 30"0 X 0.375" WALL PROPOSED BORE UNDER STREAM, OF THE SPOIL BORE PIT AND SPOIL PILE. CONTRACTOR SHALL PLACE THICKNESS �OLL.L NO IMPACT �sos, 'A' s NT, BORED 2 SPOILS IN DUMP TRUCK OR STORE IN OTHER LOCATION WITHIN PROPOSED �� s AND JACKED WITH 18 CLASS DISTURBED AREA IF ADEQUATE SPACE IS NOT AVAILABLE. 2-18" 45° BENDS � D.I.P. CARRIER PIPE 3. CONTRACTOR SHALL NOTIFY ENGINEER IF ROCK OR OTHER UTILITIES ARE FOUND WITHIN THE BORE AREA PRIOR TO BEGINNING BORE AND JACK. WHERE CONDITIONS DO NOT ALLOW BORE, ENGINEER MAY NOTE: LOCATIO OF EXISTING EXACT LOCATIONS E TO BE UTILITIES AS SHOWN ARE APPROXIMATE ONLY. VERIFIED IN THE FIELD BY THE CONTRACTOR. COORDINATE WITH NCDOT TO REQUEST OPEN CUT OF ROADWAY. PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' 580 580 575 575 PROPOS D 18" CLASS 250 570 570 DIP FORCE MAIN PROPOSED 110 LF 301vo X 0.37 r—EXISTING WATER LINE L M 565 AND JACKED —WITH 1 CLASS 250 565 D.I.P. CARRIER PIPE 2 OSED 18"'C905-DIR E _OfFO EXISTING GROUND 560 i- 560 I �- Wahl-, 555 I Ioe-- ---- ----- --- ---- --- — ------ ---_ 555 CLEAR NUN, L- 8"PVC SEWS 550 550 PR POSED DIP TO PVC TRANSITION 2 - CLEARAqCE 545 545 PROPOSED 50 LF 30 10. X 0.375 01WALL -EL E-NeASEM —Bx'E)RED ' AND dAeKE) WITH THICKNESS STEEL EN ASEMENT, BORED 2 is"' CLASS 250 DA.P. CARRER PIPE 540 540 D.I.P. CARRIER PIPE 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381 +00 382+00 383+00 384+00 385+00 386+00 387 00 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com DocuSigned by: ` VaR',, A 0 ''%, 52; o�`°°�Fssio°°<� = ` =oQ�o ti9<�;- - ° SEAL ° - = 0 034999 0 = 7 '° °' ~ �'- gyp° °°c!NE°° ° ' �yGJ� ,� �I I ION�� 5/25%�823 gEFORF y �G o , o 9,�� '� GING QQ� CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITYOFFICE 50 0 25 50 100 PLAN AND PROFILE FORCEMAIN STA. 372+50 TO STA. 387+00 SHEET C=1 26 GRAPHIC SCALE DIVISION VALUE - 50 FEET MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY, NORTH CAROLINA PROJECT MANAGER D. HONEYCUTT REVIEWER DATE DECEMBER 2022 PROJECT # 13.04039 FUNDING # N/A NO. DATE BY DESCRIPTION 2 o_ 0 0 z Q Q Q U DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 PLAN j Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 McgIIINC Firm License # C-0459 mcgillassociates.com —DocuSigned by: —52740 4' e000000 o o�ooF �ssi0' o o%y = o SEAL o o =_ - o o 034999 o - o o%_ ` /- oo LNG I N E;ot" GJ��` 0000o y ��'�� • HONE ,��\ 5/2��Ld'1�3�\\ 0 k 0 TREE UNE NICHOLAS B DARK, JR & GAIL B PIN NO. 8761-46-9006.000 PARCEL 17140 PROPOSED 18" 450 BEND 580 575 570 565 560 0 0 k Fv � PROPOSED 18" C905-DR 21 PVC FORCE MAIN (3' MIN. COVER, TYP.) PROPOSED TEMPORARY SILT FENCE, TYPICAL -WETLAND CROSSING PER DETAIL PROPOSED 18" C905-DR PVC FORCE MAIN (3' MIN. COVER, TYP.) TREE LINE Zn PROPOSED � 0-0 �`N �`� o5 (2) 18" 45' BEN S ��► *fro a ROPOSED CON CT TO EXISTING "F MANHOLE (SE DETAILS) �9► /A� hX Mai J PROPOSED 18" 45° BEND JAMES KEITH BOLING JR PIN NO. 8761-46-4060.000 PARCEL 16389 �► FF�/ 3g5+2g g1 � ao� cnrnrn� "F 2a �' PROPOSED 18" 45° BEND Oi NOTE: LOCATIO OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. l`S EXACT LOCATIONS A TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 'Q�� 01<. EXISTING I GROUND PROFILE SCALE: HORIZ. 1 "= 50' VERT. 1 "= 1' OSED 1$" C905-DR 21 MANHOLE (SEE (DETAILS) I I 580 575 570 565 560 1 555 1 1 1 1 / I I I I I I I I I I I I I 1 III 1 555 1 550 545 12"DIP SEWER 550 545 2 �d'� 540 � , ,,, .,. ,,, _ 540 �EFOR\ Q \GING 388+00 389+00 1 03/14/23 DLH NO. DATE I BY 5 390+00 391 +00 392+00 393+00 394+00 CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION NCDMLR COMMENTS DESCRIPTION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 395+00 396+00 3961+50 50 0 25 50 100 GRAPHIC SCALE DIVISION VALUE = 50 FEET OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER D. HONEYCUTT PLAN AND PROFILE FORCEMAIN STA. 387+00 TO STA. 395+28.91 DATE DECEMBER 2022 PROJECT # FUNDING # 13.04039 N/A SHEET C=1 27 co O O co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 / I 574 ----- PLAN / I / ----- ---------------- � h / ' � I i PROP_O_S_ED_-- PUMP/ELECT-RICALBUILDING N: 728772.9818 _ 570 — i - -F- 1838221 5744 ' �' 11 568 ' / 5 566 / X X X X X _-X XX X X X X X -X - / / 4 PROPOSED STAND-BY ___ - -- ----._-{e ---------------- -- - -- - -_- GENERATOR WITH ACCE,�'- / PLATFORMS ON CON CRETE'PAD '------------ ----- / /' /' // ♦ C�J Uv Doi � � -- 5ro PROPOSED ROOF OYERHANG MEN MEN MENr------ --J MENv o _ _ _ — — cv � MEN--- / 564 ■ 00 MEN- — i Al MEN —J PROPOSED LAY DOWN AREA ,4MM STA. 10+00.00 FM-1 N: 728719.7826 1.88 30.02' - -- - - ---I MME E: 1838279.6786 10+00 SEE / Ii■■n SEEEMN EMN now MEN / / X X X X X X X X x x -- --_..5 x --►---- 0 1 , / / / / / / I N: 728772.9818 E: 1838311.5744 / /41 PROPOSED LIMITS OF DISTURBANCE / —566 ---�� PROPOSED CONCRETE WETWELL S Sss , o .'S6� 16.' X x J x X ' / / __ __ PROPOSED 8" CABC PROPOSED 18' SWING GATE E: 1838221.5744 CD w 1 > Of i V- ' ' o _ tK LLJ ----- Q I TEMPORARY SILT - \\ s Li I FENCE PER DETAIL w ' ~�> D z 7-D z `` o ID 01� PROPOSED SANITARY SEWER BY OTHERS PROPOSED 6' CHAIN LINK ` I SECURITY FENCE (SEE DETAIL) *Z-ft' \\', 0 PROPOSED CONCRETE Now WASHOUT AREA N: 728692.9818 E: 1838311.5744 ` \\ss OPOSED 18" C905-DR 21 PVC FORCE MAIN (3' MIN. COVER, TYP.) o U I 11 fto �\ PROPOSED 16 WIDE ASPHALT -j 2 ACCESS DRIVE o Q o I= Sam1001 Q z z o zIQ .•• U NOR 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com —DocuSigned by: dLt G II ��,, —52746��C$B6MS°Soo gEFORF = o SEAL - O o0 034999 o ti o �� loo .o N lnE Gc ��HON��.�`�� QPQ� 5 GING 1 103/14/231 DLH NO. I DATE I BY NCDMLR COMMENTS DESCRIPTION CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA 10 0 5 10 20 GRAPHIC SCALE DIVISION VALUE = 10 FEET OFFICE MANAGER D. HONEYCUTT PROJECT MANAGER D. HONEYCUTT DESIGNER D. HONEYCUTT REVIEWER BUILDING SITE PLAN DATE JPROJECT# FUNDING # DECEMBER 2022 13.04039 N/A SHEET C=204 co O 0 co DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 O a cD U5 J_ Q w ❑ ❑ z a w O U co O v 0 APPROVED WARNING TAPE BACKFILL MATERIAL 24" ABOVE PIPE (PVC ONLY) / // // // // // // // // // // // COMPACTED IN 6" LIFTS \/\/\/\/\/\/\/\/\/\/\ BACKFILL MATERIAL \//\\\\/\\//\\//\\//\\//\\//\\//\\//\\/ \ COMPACTED IN 6" LIFTS/ �/ \\\\ \\\\\ \\\\ \\12 MAX, i WI E TOO ED DGEO UNRLESS OTETE HERWISE SPECIFIED ( ) MANHOLE RING AND \//\//\//\//\//\//\// L M �C� \ /\/\/ NOTE: NO CONCRETE PAD REQUIRED IN PAVED AREAS COVER PER DETAIL FINISHED — — — BACKFILL MATERIAL COMPACTED IN 3" LIFTS / \\j\\j\\j\\j\\j\\j\\j ` 6 MIN BACKFILL MATERIAL / / / /\//\//\//\//\//\//\//�/�/ / /\/\/ /\/\/ /\ COMPACTED IN 3" LIFTS�N GRADE T PROPOSED I PROPOSED \� \\//\\//\\/// \//\//\/ �P \// O \ \/ / /\\/\\/\\ FINISHED GRADE WORD "WATER" CAST IN TOP 4f I PVC PIPE DUCTILEPIPE I \\/\\/\ \\/\\/\ \ �/� / No.12 COATED COPPER \ TRACING WIRE PVC ONLY \�\\�/�\�/\�/\�\ \ \ \ \ \\/\\/\\/ \//\//\//\ a . . //\�/�\ //\ ° ' PRECAST CONCRETE MANHOLE STEPS /\ // ECCENTRIC MANHOLE 6„ w ® 16" O.C. CONE OR FLAT SLAB TOP MATCH PIPE INVERTS DIP GASKETED ADAPTER FOR UNDISTURBED UNDISTURBED O Z w ° D.I. PIPE TO PVC PIPE EARTH EARTH NOTE: = 00 a ° a BELL HOLES NOT SHOWN STANDARD EXCAVATION OVERCUT EXCAVATION o w ¢ w ❑ CONTRACTOR TO SUPPLY ° , CONNECTING HOSE WITH 316 STAINLESS STEEL } = APPROPRIATE LENGTH OR BRASS PIPING AND FITTINGS3" MIN. NOTES: a ° S TRANSITION ADAPTER DIP TO PVC 1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND ADJUSTABLE CAST IRON VALVE BOX COMPACTED BACKFILL o' Q SEWAGE COMBINATION ° AIR VALVE HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S (SCREW TYPE) J a o 1 Q UPDATED MARCH, 2017 RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY. Q X:_ 0 NOT TO SCALE 2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL ' V 3 Z ° QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL. o a � i 0M Q w ZOf QUICK CONNECT i i a , SHUTOFF VALVE W/ 5'0"� PRECAST S SEWER FORCE MAIN TRENCHING CONCRETE BRICK SUPPORT 0 _ z o 0 0U� 24" MIN. COUPLING i i ° MANHOLE RISER SECTION (TROPE )F < \ d a I�= 24 UPDATED MARCH, 2017 CONCRETE BRICK SUPPORT ° ' ° NOT TO SCALEBLOWOFF /,\\/ a VALVE W/ GATE FORCE MAIN QUICK VALVE COUPLING \ i BRASS OR STAINLESS STEEL PIPING TEMPORA R V CONS TR UC TION EN IRA NCE / EXl T COMPACTED BACKFILL ---- / DEFINITION. GRAVELEDAREATOBELOCATEDATPOINTSWHERE VEH/CLES MASONRY SEAL AT ENDS OF GROUT PIPE IN OVERSIZED OPENING. NO CONTACT ENTERANDLEAVEA SITE. ENCASEMENT PIPE CARRIER PIPE��/��/��//��/��// � BETWEEN PIPE AND MANHOLE PURPOSE: TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR - PLUG VALVE STAINLESS STEEL MINIMUM 6" NO. SERVICE SADDLE MUD AND SEDIMENT TOAVOID TRANSPORTING ITONTOPUSLICROADS. e ° 57 WASHED STONE (MATCH VALVE SIZE) TOCONTROL EROSION FROM SURFACE RUNOFF AND TO HELP CONTROL DUST a '° CONCRETE SUPPORT PAD 6" LARGER <° ° THAN VALVE (REQUIRED ON VALVES 10" AND LARGER ONLY) NOTES: CONDITIONS. MA/NTAIN/NACONDIT/ONWHICHWILLPREVENT TRACKING ORD/RECTFLOWOFMUDONTOADJACENT 1. COMBINATION AIR VALVE TO BE INSTALLED AT ACTUAL HIGH POINT OF LINE. STREETS. RER/ODIC TOPDRESS/NGOFSTONE WILL BE NECESSARY ANYMATER/AL TRACKED ONTO STEEL ENCASEMENT WEEP HOLE ON BOTTOM OF THE PIPE AT THE 2. COMBINATION AIR VALVE SHALL BE OFFSET IN MANHOLE TO PROVIDE ACCESS. ROADWAYMUSTBECLEANED UPIMMED/ATELY. LOWER END 3. VALVE SIZE AS SHOWN ON DRAWINGS OR DETAILED IN THE SPECIFICATIONS. PROVIDEANDINSTALL ADEQUATELVS/ZEDDRIVEWAYP/PE OF SUFFICIENT STRENGTH MA TER/AL TO 2 PIECE STAINLESS STEEL SUPPORT AND SPACER w/ 4. ALL PIPING AND VALVES FOR COMBINATION AIR VALVE SHALL BE BRASS, WITHSTAND CONSTRUCTION TRAFFIC WITHOUTDEFORMAT/ON OF THE PIPE. 2 PER JOINT OF CARRIER PIPE W PLUG VALVE BRONZE OR STAINLESS STEEL OR OTHER CORROSION RESISTANT MATERIAL. 5. CONTRACTOR SHALL ADJUST THE DEPTH OF THE FORCE MAIN AT ALL HIGH 9 UPDATED MARCH, 2017 POINTS TO ACCOMMODATE THE INSTALLATION OF THE COMBINATION AIR DESIGN CRITERIA: USECLASSA WASHED STONE WITHGEOTEXT/EEL/NER. NOT TO SCALE VALVE. DIMENSIONS. THICKNESS OF8INCH MINIMUM CLASSASTONE K"S� SEWAGE FORCE MAIN COMBINATION AIR VALVE WIDTH OF20 FOOT MINIMUM AND 50 FOOTMAXIMUM 31 UPDATED MARCH, 2017 LENGTH OF50FOOTMIN/MUM STEEL ENCASEMENT STEEL ENCASEMENT SOLID MASONRY NOT TO SCALE SEAL AT UPPER LOCATION. LOCATECONSTRUCTION ENTRANCESANDEXITS TOL/MITSEDIMENTFROMLEA V/NGTHE S/TEANDTO BOLT —ON TYPE SKID END OF PIPE PROV/DEFORMAXIMUM UT/L/TYBYALL CONSTRUCT/ON VEH/CLES. AVOID OR STAINLESS STEEL STEEP GRADES AND ENTRANCES A TCURVES ON PUBLIC ROADS. INSTALL CONSTRUCT/ON ENTRANCES IN WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCT/ON ENTRANICE LEAVING PROJECT S/TE NON —PENETRATING 4 — 1" ANCHOR PICKHOLES (2) PUBLIC ROAD HOLES ® 90' CENTERLINE OF INLET PIPING STAINLESS STEEL BOLT A O A IS NOT ALLOWED IN EITHER QUADRANT ADJOINING THE --- MANHOLE OUTLET. Tl pNs 30' MINIMUM WEEP HOLES �� 00NNE q . A ° o � a ° ° 9° : ° 8 A . .. .. RADII - OR - CARRIER PIPE BOLT —ON TYPE SKID CARRIER PIPE w ON BOTTOM _ LARGER TO ACCOMMODATE '- ='' (MIN. 2 PER JOINT, RESTRAINED JOINTS, AT LOWER SPACED EVENLY) FIELD LOCK GASKETS END OF PIPE HALF PLAN OF MANHOLE MANHOLE 3 c LARGEST _ OR EQUAL. RING &COVER STEPS 0 m TURNING '• -' -' 8" MINIMUM - VEHICLE - - THICKNESS = '' = '' S0' MINIMUM NOTE. FOR PRESSURE CARRIER PIPES, IF SUITABLE UNDISTURBED EARTH IS NOT AVAILABLE FOR THRUST BLOCKS DUE TO EXCAVATION, CONTRACTOR SHALL ATTACH THREADED RODS AS SPECIFIED IN THRUST BLOCK DETAILS TO . CLASS B \\\��\// \\/ a CONCRETE \ ' THE ENCASEMENT AND ROD FITTINGS DIRECTLY TO THE ENCASEMENT PIPE. ATTACHMENT OF THE RODS SHALL BE BY WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BY WELDING EYE BOLTS TO THE ENCASEMENT FOR 1'-11 1/2" ATTACHMENT OF THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING. �Eo-TEX LINER �� ;' ;, ;" ,, •`': 00 M '� 4 SEWER i : , ° PIPE - S ENCASEMENT DETAIL - STANDARD ii °,° MANHOLE STEPS 16 UPDATED MARCH, 2017 1/2" SECTIONAL PLAN NOT TO SCALE a 20' MINIMUM SECTION A -A MINIMUM NOT TO SCALE MANHOLE COVER STANDARD FITTINGS FOR FORCE MAIN CONNECTION, MANHOLE IF REQUIRED, SHALL BE MADE WITH 45' 2'-1 16" Uj w U O N ° w� z z 0OQ ; s U N Z „ 1'-11 3/4" F p Q O(n- 0 Q ? U LLj 4 — 1' ANCHOR HOLES ® 90' UNEXCAVATED CLASS B 2'-1' 3" 1 — ° /\ CONCRETE MIN.JA 2'-9 1/4°EFLEXIBLE NTRANCEHJO INT LEEEE BASE FOUNDATION CONSTRUCTED LEVEL SECTION A -A UNEXCAVATED WITH EXISTING MATERIAL OR WITH MANHOLE RING STONE STONE AS REQUIRED BY SPECIFICATIONS NOTE: IF FORCE MAIN CONNECTION IS MADE TO EXISTING MANHOLE, INVERT FOR NOTE: TRAFFIC BEARING RING AND FORCE MAIN SHALL BE CONSTRUCTED ON TOP OF EXISTING INVERT BENCH COVER. SECTION A -A MINIMUM WEIGHT 315 POUNDS MANHOLE RING AND COVER S MANHOLE FORCE MAIN CONNECTION NOT TO SCALE 30 UPDATED MARCH, 2017 NOT TO SCALE 5 Regional Circle DocuSigned by: e 6 "' '��,, 5274Q,R�`\` ' c �o°A ROB "'''-, ;m000F ss o�9' gEFOR �'� F yoG CHATHAM-RANDOLPH SEWER MEGASITE SYSTEM EXTENSION NOT TO SCALE SHEET ° • �' MISCELLANEOUS DETAILS Suite _ °Q <° o SEAL a Pinehurst, NC 28374 O a 034999 oti ` • o OF SILER CITY C=501 OFFICE MANAGER DESIGNER 910.295.3159 NC Firm License # C-0459 ° �'-'L N°ciE°C) `fTOWN y D. HONEYCUTT D. HONEYCUTT y\ mcgillassociates.com ,oN ��;,,`� ��GQP GING CHATHAM COUNTY NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # NO. DATE BY DESCRIPTION 5/25%A23 ' D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 O a (D U5 J Q w ❑ ❑ z a w 0 U 0) co O v 0 CONCRETE THRUST BLOCK 2" S9.5B OR S9.5C SURFACE COURSE A \` \/ A/2A/2 ,\\ \\ \\ \\ \ \\ \\ \\ \\ \ UNDISTURBED �\/ • \ EARTH 25' MIN. OR EDGE OF PAVEMENT 11" B25.OB OR B25.00 BASE COURSE IN 2 LIFTS MIN. TAPER TO EXISTING SAWCUT EXISTING PAVEMENT ° • \\\ A/2 a • .•° / �� BITUMINOUS TACK COAT •, ' I EXISTING 1 • ' • CONCRETE A • - -i — i - ----------------- THRUST BLOCK I EXISTING) TR ��/ ' A/2 ` BITUMINOUS TACK COAT \\/ ° • \\�� CONCRETE U r� 1'-0" 2'-0" PIPE 2'-0' 1'-0" \\/\ BEND BEND \ \\ '\\' UNDISTURBED EARTH TRENCH BACKFILL SHALL BE COMPACTED TO 100% TYPICAL THRUST BLOCKS FOR BENDS (FULL DEPTH - SEE NCDOT SPEN 6 \/ 000, //\� // SUBSECTION 3.1/j�j/\ UNDISTURBED EARTH CONCRETE THRUST „� // BLOCK \ TRENCH 6" SCH. 40 STEEL OR IRON FILLED WITH CONCRETE, PAVEMENT REPAIRS ON ROADS TO BE RESURFACED WIDTH / / / • //� /�/ THREADED ROD (GALVANIZED \/\\/\\// PIPE OW. PRIME PRIOR TO PAINTING PPE '') ' ° 12" MIN.' j12/MIN.\� //\ % \\//\\j/\\j\ / / / / — / %/\� , OR BITUMINOUS COATED) 2" S9.58 OR S9.5C Q • Iq SURFACE COURSE 12" MIN. 11" B25.01B OR B25.00 BASE COURSE IN 2 LIFTS MIN. ••. 1• 9 SAWCUT EXISTING PAVEMENT /�\\/�\\ , MIN. • TRENCH a� ° WIDTH • y\\\/\\\ �• •�� /\\ -rA.— EXISTING BITUMINOUS TACK COAT —— — — — — — — — — — — — — — — — — -- --- } 6 /\/\ °, ° ' \/\ • `rr a =�� / =ii �\ \\ ° a \\ i ///� GROUND r\\ a" • \ ° \/\ `\// \/ j\\\ /. / \ i I EXISTING EXISTING ,° 12" MIN. °. \ �i /i�\//\\//\\//\ • / / //\\ /\\�\\�\\�\\�\\� \\�\\�\\�\\�� ° . a .. //\\//\\//\ \\/\\/\\/ /\\ �\ //\//\//, / / / / /\/ 4 PIPE \\/ /\/\/\ DIAMETERS \\/// CONCRETE \ ° i // \\ \/ /\\ ° \/ \/ °0 ° \\ / \\%\\%\\%\\%\\ > BITUMINOUS TACK COAT \r\\\\\\\\ \\\/\\\/\\\/��/ O '\///�/j /� `\/\\ 1'-0" 2'-0" PIPE 2'-0" 1'-0" \\j THREADED ROD (GALVANIZED / \///// a, O.D.\\ OR BITUMINOUS COATED) UNDISTURBED EARTH �/ Z TYPICAL THRUST BLOCK FOR REDUCERS 12" MIN. TRENCH BACKFILL SHALL BE COMPACTED TO 100% (FULL DEPTH - SEE NCDOT / SPECA, SECTION 312000, r r/rr/rr r r BOCK ETE THRUST \// / 24" MIN. SUBSECTION 3.16) UNDISTURBED EARTH TRENCH \ •' WIDTH //\//\\// .. / • •• ' \12" MIN .\\ THREADED ROD (GALVANIZED j\/\//\//\// 12 MIN.' //\/ \//\/. OR BITUMINOUS COATED) PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED /\\\/ • \ iq ° \\ +� ° 1 ° °n PLUG .12" MIN. \/° L==_ \\//\\ 1 ° ° 1 "• M BOLLARD DETAIL NOTES: 1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF DUST BEFORE TACK COAT IS APPLIED. • 2" / MIN.. TRENCH —am- 9 7 UPDATED MARCH2017 2. EDGES TO BE TACKED WITH CRS—I OR CRS—II. 3. THICKNESS OF B25.OB OR B25.0 BASE COURSE AND S9.5B OR S9.5C SURFACE COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON DETAILS. WIDTH �\\\/\\\ •, �, c \ _ r°_ ° , NOT TO SCALE 4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. / ' • 12" MIN.. \ \�\' 'i • ° ST TYPICAL PAVEMENT REPAIRS - NCDOT ROADS \\\\\ — — ° • •° — 3/4" TAP W/ /\\ \\ \\ \\ \\ \ \\ \\ \ \\/` \/�\/\\/\\/\ ° • . /\\�\\�\\ CORPORATION \ UPDATED MARCH, 2017 NOT TO SCALE °° STOP FOR AIR PRESSURE RELIEF THREADED ROD (GALVANIZED OR BITUMINOUS COATED) UNDISTURBED EARTH �\ / TYPICAL THRUST BLOCK FOR PLUGS A A/2 A/2 UNDISTURBED EARTH o YARD HYDRANT WOODFORD IOWA MODEL Y1 OR 9" APPROVED EQUAL 4• CONCRETE ,• THRUST BLOCK BARBED WIRE (3 STRANDS) ° CONCRETE \\\\�/\\//\\�/\\�/\\�/\ •, • THRUST BLOCK �— STANDARD NOZZLE WITH 10'-0" MAX.(TYP.)WELD ALL JOINTS CORNER POST CAP TMATCH , •. " OPTIONAL 1" NOZZLE BARBED WIRE USEDI INLINE OF FENCE PADLOCK HOLE • °:� O O O , A/2 (3 STRANDS) i &7E E E 3 O O 3-- A EL EL° ' O O O A/2 27 1 /2" 18" , 24" TEE j\ WIRE TIES 2j" CORNER POST 15" O.C. (TYP) 1j" TOP POST TENSION BAR TEE UNDISTURBED EARTH No.9 GAUGE WIRE 2 MESH (TYP.) 6x6 10/10 WWF 6'-0" cTYP.) TYPICAL THRUST BLOCKS FOR TEES TENSION BAR • �3'-6"xf-6%4" 2j" LINE POST NOTES: 1. FITTING JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON THE BOLTS OR NUTS. CONCRETE SPLASH BLOCK TENSION WIRE THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK. 2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4" AND SHALL MATCH THE SIZE OF THE BOLT STD. VALVE PROVIDED WITH THE FITTING. BOX AND LID 3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1/2 OF THE BOLTS SUPPLIED WITH EACH FITTING. RODS SHALL BE EQUALLY SPACED. 36" MIN. BURY DEPTH % j 2" CLEARANCE `/ // // // // // // // // // // // /r' // ///\ // // / / / /////.///.///.///.///.///.///�//// °• /// /� •° a TYPE 1" GALVANIZED STEEL CASING PIPE i / • //� �\ ' \\ GALV. STD. PIPE M N. <, j \�3'-0" '\ /\ / SEMI -SELF DRAINING / /�' \ / SIZE 11-1 4° BEND 22-1 2° BEND 45° BEND 90° BEND TEE PLUG / / I I j • / \ ° �\ \ . MIN. \ \\/\ \ CENTER STOP\ 2500 PSI \ () /\ //\ MIN. CONCRETE (TYP) ° \ j\\ • \ \ IV, 3' -0" / MIN. j (TYP.) 286 12 12 12 6 14 12 12 16 22 22 18 ] \ . < / \\ • • \ j\ 2500 PSI J// e • / 10 12 14 20 28 28 22 12 12 18 24 32 32 28 1" VALVE BODY WITH 1" NPT INLET \ ,\ \�\ \/\ CONCRETE /3" MIN. CONCRETE (TYP.) .) MIN. (TYP.) (am-) \ - 3" MIN. MIN. (TYP.) (TYP.) 14 14 14 20 28 38 38 32 16 16 22 32 42 42 36 18 18 26 36 48 48 40 1" PVC 20 20 28 40 52 52 44 CONCRETE BLOCK 1" VALVE W/ #67 STONE 24 24 34 46 64 64 54 30 30 42 58 78 78 66 HANDWHEEL OPERATOR M and 36 36 50 1 70 94 1 94 1 80 42 40 58 80 108 108 1 92 48 46 66 90 124 124 104 29 UPDATED MARCH, 2017 THRUST BLOCK DIMENSION "A„ NOT TO SCALE rS_'% THRUST BLOCKING -ALL W YARD HYDRANT 28 UPDATED MARCH, 2017 44 UPDATED MARCH, 2017 NOT TO SCALE NOT TO SCALE 5 Regional Circle DocuSigned by: L � 52�4 ��®°ARo� ��o°oFEss�o�,°°�ti zaQ� 9<�� = gEFOR O �� Fyn Q� o� • �' CHATHAM-RANDOLPH SEWER MEGASITE SYSTEM EXTENSION NOT TO SCALE MISCELLANEOUS DETAILS SHEET Suite Pinehurst, NC 28374 a 034999 0 • o OWN OF SILER CITYOFFICE C=502 MANAGER DESIGNER 910.295.3159 NC Firm License # C-0459 Q = v °° °°� ,,y°°°J �'- /p�°ciNE°�°c, ' y\ `fy k,� D. HONEYCUTT D. HONEYCUTT 2 5/9/23 DLH NCDOT COMMENTS CHATHAM COUNTY NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # mcgillassociates.com , ,,��HONE,,`` �� GGING QP NO. DATE BY DESCRIPTION 5/2 5%�023 ' D. HONEYCUTT DECEMBER 2022 13.04039 N/A w U) a c7 w D- J 0 ❑ z a o' a Q U DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 r` IP 00 co R �I Q ❑ 0 J o_ c� n U5 Q w ❑ z a D' w > O U co co 0 v 0 1'-0 1'-0 TO MATCH EXISTING GRAVEL SURFACE EXISTING BASE COURSE EXISTING BASE COURSE DRY/ CUNDISTURBED EARTH _6" LIFTS OF SUITABLE SOIL OR CABC AT OPTIMUM MOISTURE COMPACTED 95% STANDARD PROCTOR PIPE sn GRAVEL DRIVE REPAIR 6 UPDATED MARCH, 2017 NOT TO SCALE 1'-0 1'-0 6"-3000 PSI CONCRETE SAWCUT EXISTING EDGE TO MATCH EXISTING TO PROVIDE NEAT CONCRETE SURFACE STRAIGHT EDGE PRIOR TO REPAIR EXISTING CONCRETE °EXISTING CONCRETE 6" ° . �.' . . . G1 ° EXISTING BASE COURSE " 6 MIN. CABC COkt MPACTED EXISTING BASE COURSE .. ... .. ... TAil Q4 O ,100 STD. PROCTOR / 6" DRY/ CUNDISTURBED EARTH 6" LIFTS OF SUITABLE SOIL OR CABC AT OPTIMUM MOISTURE COMPACTED 95% STANDARD PROCTOR PIPE CONCRETE DRIVE REPAIR 2" LIFTS OF ASPHALT TYPE SF 9.5A TO MATCH EXISTING PAVEMENT THICKNESS DRY/ CUNDISTURBED EARTH UPDATED MARCH, 2017 NOT TO SCALE " MIN. CABC COMPACT 0 100% STD. PROCTOR V-0 TACK EXISTING PAVEMENT EDGE WITH CRS-I OR CRS-II. PATCH TO MATCH EXISTING PAVEMENT EXISTING PAVEMENT 2" MIN. XISTING BASE COURSE 6" MIN. LIFTS OF SUITABLE SOIL MIN. \j\\j� OR CABC AT OPTIMUM MOISTURE COMPACTED 95% STANDARD PROCTOR PIPE /\\//\\/\ NOTE: 1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF DUST BEFORE TACK COAT IS APPLIED. 2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS-I OR CRS-II. ST ASPHALT DRIVE REPAIR UPDATED MARCH, 2017 NOT TO SCALE EXISTING GROUND DESIGN SETTLED TOP 12" MIN. OF NCDOT #5 OR #57 WASHED STONI 3600 CU FT/ACRE 1. 5' MIN. 21" MIN. AI E DRAINAGE AREA WEIR LENGTH 1 ACRES FT. 1 4.0 2 6.0 3 8.0 4 10.0 5 12.0 1 DIMENSIONS SHOWN ARE MINIMUM 5' MAX. FIL SECTION VIEW 12" MIN. OF NCDOT #5 OR #57 WASHED STONE, OVERFILL 6" FOR SETTLEMENT 4' MIN. J<-��C�];emo\\\ L EMERGENCY BY-PASS J6" BEL /\/\/\/TOP OFODAM TILED \ EXISTING � 3. 4� GROUND MIN. WEIR VIEW MAINTENANCE SCHEDULE: 1. AT A MINIMUM, TEMPORARY SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT GREATER THAN 1/2-INCH. 2. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. 3. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. DISPLACED RIP -RAP SHALL BE REPLACED IMMEDIATELY. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS WITHIN LIMITS OF DISTURBED AREA TO ALL SEDIMENT TRAPS FOR MAINTENANCE DURING CONSTRUCTION AND REMOVAL UPON PROJECT COMPLETION. NOTE: 1. SEE BAFFLE DETAIL FOR BAFFLE INSTALLATION PROCEDURE AND SPACING. CONSTRUCTION SPECIFICATIONS 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL. PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND THE SOIL. EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SIDE SLOPES. 4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. 5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. 6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION. 7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY. 8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH A D50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT. 9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION). MAINTENANCE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. rP-EC TEMPORARY SEDIMENT TRAP 26 UPDATED MARCH, 2017 NOT TO SCALE MATCH EXISTING PAVEMENT I EXISTING BITUMINOUS TACK COAT TRENCH BACKFILL SHALL - BE COMPACTED TO 100% (FULL DEPTH - SEE NCDOT SPECA, SECTION 312000, SUBSECTION 3.16) 2" ASPHALT SURFACE COURSE (TYPE SF 9.5A) 6" TYPE 1 19.013 BITUMINOUS BINDER COURSE / IN TWO 3" COMPACTED LIFTS 6" C.A.B.C. IN TWO 3" COMPACTED LIFTS COMPACTED TO 100% COMPACTION - STANDARD 1'-0" PIPE MAX. O.D. MAX. BITUMINOUS TACK COAT UNDISTURBED EARTH ST TYPICAL PAVEMENT REPAIRS > O O U I g NOTES: Z 1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF DUST BEFORE TACK COAT IS APPLIED. 2. EDGES TO BE TACKED WITH CRS-I OR CRS-11. 3. THICKNESS OF CABC STONE, 1-19.OB BINDER AND SF 9.5A SURFACE COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON DETAILS. 4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. UPDATED MARCH, 2017 I �- NOT TO SCALE STANDARD METAL POSTS "-0" IN GROUND LVANIZED HARDWARE WIRE TENDS TO TOP OF BOX >CED TO A HEIGHT OF 16 MINIMUM rABOVE �TOP OF BOX CONSTRUCTION SPECIFICATIONS 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. MAINTENANCE: INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. -ECG GRATED INLET PROTECTION 15 UPDATED MARCH, 2017 NOT TO SCALE TEMPORA R Y CONS TR UC TION EN TRA NICE / EXI T DEFINITION: GRA VEL ED A REA TO BE L OCA TED A T POIN TS WHERE VEHICL ES ENTER AND LEA VEA SITE PURPOSE: TO PRO VIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS. TO CONTROL EROSION FROM SURFACE RUNOFF AND TO HELP CONTROL DUST CONDITIONS. MAINTAIN INA CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO ADJACENT STREETS. RER1001C TOPORESSING OF STONE WILL BE NECESSARY. ANY MATERIAL TRACKED ONTO ROADWA YMUSTBE CLEANED UP IMMEDIATEL Y PRO VIDEAND INSTALL ADEQUA TEL Y SIZED DRIVEWA YPIPE OF SUFFICIENT STRENGTH MATERIAL TO WITHSTAND CONSTRUCTION TRAFFIC WITHOUT DEFORMATION OF THE PIPE. DESIGN CRITERIA. USECLASSA WASHEDSTONE WITHGEOTEXTILELINER. DIMENSIONS. THICKNESS OF8INCH MINIMUMCLASS ASTONE WIDTH OF20 FOOT MINIMUMAND 50 FOOT MAXIMUM. LENGTH OF 50 FOOT MINIMUM LOCATION. LOCATECONS TRUCTIONENTRANCES ANOEXITSTOLIM1TSEDIMENTFROM LEAVINGTHE S/TEANOTO PROVIDEFORMAXIMUMUTILITYBYALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCESA TCURVES ON PUBLIC ROADS. INSTALL CONSTRUCTION ENTRANCES INA WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. PUBLIC ROAD 30' MINIMUM RADII - OR - - r-;. LARGER TO ACCOMMODATE LARGEST _ TURNING VEHICLE 8" MINIMUM _ THICKNESS '' 50' MINIMUM GEO-TEX LINER 20' MINIMUM NOT TO SCALE INSTALL 19GA HARDWARE CLOTH AND STONE-__ DROP INLET #57 WASHED STONE °� U • I °ve 'd w J U) U_ O O U) PLAN Uj X 19 GA. HARDWARE 5' LONG HEAVY DUTY STEEL � CLOTH WITH Y4" MESH T-POSTS SET 24" MIN. INTO w GROUND (MAX. 4' SPACING) Cn N0. 57 WASHED STONE Of -- 21 EXCAVATED AREA uJ 24" __ __ t__,__I` FOR SEDIMENT w 16" GROUND STORAGE a ° \,\/�� '\ 18" w / OPENING �i n , ., Q W CATCH BASIN 5't �{ a 32" J O ❑ z Q NOTES: CONSTRUCTION SPECIFICATIONS 1. ATTACH HARDWARE TO 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. Q OUTSIDE OF FENCE POSTS WITH 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE APPROVED FASTENERS. INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM = OF 4 FEET APART. U 2. FILTERS SHALL BE INSPECTED 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE WEEKLY AND AFTER EVERY MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A RAIN AND REPAIRED AS 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS o REQUIRED. RECOMMENDED. �2 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A 3. SEDIMENT SHALL BE REMOVED HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. AFTER DEPOSITS REACH HEIGHT 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE OF BARRIER. ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 4. STEEL POSTS SHALL BE 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. MINIMUM 1:33 POUND PER L.F. MAINTENANCE 5. REF: NCDENR 6.51.1 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. E C rP-ECINLET PROTECTION 14 UPDATED MARCH, 2017 NOT TO SCALE RIPRAP CHECK DAM 1"� ill 1�•l. 1 1 1 • l o I I I PROPOSED I� I WATER OR SEWER I w I LINE I� I I c�i I LZ J CONSTRUCTION SPECIFICATIONS 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. 2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS. 3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP. 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE. 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER. MAINTENANCE INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER. -EC) EXISTING CULVERT PROTECTION 20 UPDATED MARCH, 2017 NOT TO SCALE DocuSigned by: a��8�°ARo,,�gEFORF yo CHATHAM-RANDOLPH MEGASITE SHEET 5 Regional Circle o°oFESSIo�,°�/ti ��' �'o� NOT TO SCALE Suite A ? SEAL a¢� 9.' _ �� • SEWER SYSTEM EXTENSION MISCELLANEOUS DETAILS -° Pinehurst, NC 28374 a a 034999 0 , o TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 °°°,y°°°J `fy k,� C=503 D. HONEYCUTT D. HONEYCUTT NC Firm License # C-0459 /p�,cINE°�°Cj ,c' �' ' , y\ �� PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # ''',��; "oNE�,'' ��GGING QP 2 5/9/23 DLH NCDOT COMMENTS CHATHAM COUNTY NORTH CAROLINA mcgillassociates.com s/z '�a�3 NO. DATE BY DESCRIPTION I D. HONEYCUTT DECEMBER 2022 13.04039 N/A DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 PIPE OUTLET TO WELL-DEFINED SAND BAG BERM TEMPORARY PIPE (SIZED TO /-CARRY NORMAL FLOW) EXISTING EXISTING CREEK BANK �x X�7� CREEK BANK INSTALL PIPE UNDER TEMPORARY PIPE SECTION A -A SECTION B-B ,GS STREAM BED VVM I F-R Vn oL vYL LINE B4-1 EXISTING CREEK 1 I TEMPORARY PIPE (SIZED TO SAND BAG BERM CARRY NORMAL FLOW) I w INSTALL PIPE UNDER TEMPORARY PIPE SAND BAG BERM AL EC 34 PROPOSED :R OR SEWER �A PLAN NOTE: ALL DISCHARGE FROM DE -WATERING THE WORK AREA SHALL BE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP OR DE -WATERING SILT BAG PER DETAILS CREEK CROSSING - MEDIUM UPDATED MARCH, 2017 NOT TO SCALE CLASS B RIPRAP 12" NCDOT No. 5, OR 12" No. 57 WASHED STONE FLU -\\ FILTER FABRIC A FILTER 1TTA 1»'/.i% SECTION A -A FACE VIEW REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.83 THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM: - DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. - KEEP THE MAXIMUM HEIGHT OF 2 FT AT THE CENTER OF THE CHECK DAM. - KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER EDGES AT NATURAL GROUND ELEVATION. - KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER. - KEY THE STONE INTO THE DITCH BANKS AND EXTEND BEYOND THE ABUTMENTS 1.5 FEET MINIMUM TO AVOID WASHOUTS FROM OVERFLOW AROUND DAM - STABILIZE OUTFLOW AREAS ALONG B THE CHANNEL TO RESIST EROSION A L (SEE PLANS) CAUSED BY CHECK DAMS. L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION DETAIL CONSTRUCTION SPECIFICATIONS 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK (SEE FACE VIEW) TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. MAINTENANCE INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS). REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. rP-EC RIP RAP CHECK DAM 13 UPDATED MARCH, 2017 NOT TO SCALE GEOTEXTILE FILTER FABRIC R" 4 r7 GEOTEXTILE FILTER BAG SIZED FOR PUMP DISCHARGE (MIN. 10'X15') GEOTEXTILE FILTER FABRIC 6" #57 STONE SEWN -IN PIPE DISCHARGE SLEEVE 3" MIN. PUMP DISCHARGE HOSE NT POINT DISCHARGE ATTACHMENT POINT FOR PUMP DISCHARGE PUMP DISCHARGE HOSE INSTALL ON LESS THAN5% SLOPE SECTION NOTES: UNDISTURBED EARTH 1. FILTER BAG SHALL BE CONSTRUCTED OF NON -WOVEN FILTER FABRIC WITH A MIN. 8 OZ/SQUARE YARD WEIGHT 2. FILTER BAG FABRIC SHALL HAVE A FLOW RATE OF 80 GPM/S.F. OR SIZED FOR PUMP DISCHARGE 3. SILT BAG SHALL HAVE SLEEVE SEWN -IN SLEEVE FOR RECEIVING THE PUMP DISCHARGE AND PUMP HOSE SHALL BE SECURELY ATTACHED TO SILT BAG 4. SILT BAG SHALL BE REPLACED WHEN HALF FULL OR PUMP DISCHARGE RATE IS REDUCED ENOUGH TO CAUSE OVERFLOW. CONTRACTOR SHALL PROVIDE ADDITIONAL BAGS AS REQUIRED. 5. BOTH FILTER BAG AND SILT WITHIN SHALL BE DISPOSED OF IN A PROPER MANNER AFTER MATERIAL INSIDE IS DRY, RESULTING IN NO DISCHARGE TO THE STREAM rE C DEWATERING SILT BAG 29 UPDATED MARCH, 2017 NOT TO SCALE PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL 3do p PLAN PLAN Lam r\i d SECTION A -A NOTES: 1. La IS THE LENGTH OF THE RIPRAP APRON 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". SECTION B-B 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 5. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.41. CONSTRUCTION SPECIFICATIONS 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING). MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. RIPRAP APRON SIZING (PER FIG. 8.06a) OUTLET PIPE DIAMETER 3 x Do APRON LENGTH APRON WIDTH RIPRAP SIZE No. (Do) (La) (W=Do+La) (d50xTHICKNESS) ALL PIPES 24" 6' 10' 12 8" -EC PIPE OUTLET PROTECTION 17 UPDATED MARCH, 2017 NOT TO SCALE 4' MAX 8' MAX FOR STD. STRENGTH FABRIC LL YLL I\1 I11 L/IJ 111YV GROUND NOTE: ALL SILT FENCE NOTES APPLY TO SILT FENCE OUTLET CONSTRUCTION SPECIFICATIONS 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.62A). 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. FIE rP-ECSILT FENCE - OUTLET E C 2 UPDATED MARCH, 2017 NOT TO SCALE A B CRITICAL POINTS /\\ C A OVERLAPS AND SEAMS SEE TABLE B. PROJECTED WATER LINE 2 2 \�\\ ` / __ __ C. CHANNEL BOTTOM/SIDE 6 SLOPE VERTICES 15 cm LONGITUDINAL ANCHOR TRENCH \,�\/\/ / / /�/ram/r//�\/r\\,• (USE WHERE NEEDED) SECTION VIEW NOTES. 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. 12" (15 CM) 6" (15 cm) 2"-5" (5cm-12.5cm) (15 cm CONSTRUCTION SPECIFICATIONS 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S. 3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS. 4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" - 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECP'S 5. FULL LENGTH EDGE OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (DEPENDING ON TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL. 8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. 10. SEE SCHEDULE FOR PRODUCT TYPES. 11. PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY. MAINTENANCE INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR SOIL EROSION, DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. P-EC SWALE MATTING INSTALLATION Pr- E C 10 UPDATED MARCH, 2017 NOT TO SCALE WIRE - FENCE 24" _1 STEEL POST • ■■■■■■■■■NONE r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii00; ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ------------------------------------- ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 18" TO 24" 8" DOWN & 4" FORWARD ALONG THE TRENCH WIRE SECTION VIEW FENCE FILTER FABRIC BACKFILL TRENCH AND COMPACT THOROUGHLY NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIRS SHALL BE MADE AS NECESSARY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.62. PLASTIC OR ,,,'WIRE TIES CONSTRUCTION SPECIFICATIONS 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND EXISTING VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) GRADE 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED EXISTING SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH GROUND SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER EXISTING FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE GROUND MINIMUM 50 POUND TENSILE STRENGTH. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.62A). 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF _ THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND - 4"MIN. ��\ UPSLOPE FEONMPACT. THOROUGH CE PERFORMANCE. COMPACTION OF THE BACKFILL IS CRITICAL TO SILT (DISTURBED / 8 " REA) 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. MIN. SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT) <2% 100 10,000 2 TO 5% 75 7,500 5 TO 10% 50 5,000 10 TO 20% 25 2,500 >20% 15 1,500 MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. rP-EC SILT FENCE PLAN 1 SYMBOL UPDATED MARCH, 2017 NOT TO SCALE DocuSigned by: gEFORF y CHATHAM-RANDOLPH MEGASITE SHEET 5274��®°ARo� oG SEWER SYSTEM EXTENSION NOT TO SCALE 5 Regional Circle o ° MESS/off,°°�ti Q� o� Suite zaQ� 9<�� = • �' MISCELLANEOUS DETAILS % SEAL a Pinehurst, NC 28374 o a 034999 oti ` • o TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 = -v °°°,yC=504 '.TV `fy k,� D. HONEYCUTT D. HONEYCUTT NC Firm License # C-0459 /O�°c!NQa� ,c' �' y\ `� �� PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # mcgillassociates.com ��'��;�HONE��` ��GGING QP 1 03/14/23 DLH NCDMLR COMMENTS CHATHAM COUNTY' NORTH CAROLINA 5/25/2023 NO. DATE BY DESCRIPTION D. HONEYCUTT DECEMBER 2022 13.04039 N/A U o' w J U) U_ O z O I- z 0 U) z w x w w I- U) U) Of w w U) w I_ co Q c� w D- 0 0 z Q D_ Q Q U M 0 v 0 r2 DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1 D35736 NATURAL GROUND- 4' MIN. 2' NATURAL GROUND TEMP. 18" CMP FOR STREAM FLOW SECTION AA 6" OF #57 1WASHED STONE 10' 2 1 EXCAVATED `1 MATERIAL FILTER FABRIC—' CLASS B RIPRAP (REMOVE AFTER CONSTRUCTION OR REUSE FOR STREAM BANK STABILIZATION) SECTION BB X —EXTEND FILTER FABRIC 12" INTO CHANNEL BANK \� CLASS B RIPRAP (18" MINIMUM THICKNESS) FILTER FABRIC BLANKET (MIRAFI 140N OR APPROVED EQUAL) qCH1 WID VA IES TEMP. 18" CMP FOR STREAM FLOW SANDBAGS -r FSTREAM BED PROPOSED WATER OR SEWER LINE TOP STREAM BANK B SANDBAGS LLJ TEMP. 18" CMP NOTE: STABILIZE STREAM BANK PER FOR STREAM FLOW DETAIL AFTER PIPE INSTALLATION 2 H w Z jLii --- Elf FLOW PROPOSED 6" OF #57 I WATER OR SEWER LINE WASHED STONE �I I RIPRAP DAM i A A PLAN NOTE: ALL DISCHARGE FROM DE —WATERING THE WORK AREA SHALL BE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP OR DE —WATERING SILT BAG PER DETAILS EC CREEK CROSSING - SMALL 33.) UPDATED MARCH, 2017 NOT TO SCALE NEW SHEET ADDED mcg 5 Regional Circle Suite A Pinehurst, NC 28374 910.295.3159 NC Firm License # C-0459 mcgillassociates.com —52740Z01`\A#B e oo' O 0 0. oF ESS/pia,% 90 . % SEAL a O oQ 034999 ti o� -70. 0- CIN E a.aa.aoa . E '1, 0 4HON \\ l i i l l"0\\ 5/25/2023 SAN rg r- UPON REMOVAL OF CROSSING STRUCTURES AND IMMEDIATELY INSTALL MATTING (NO BACKIN DISTURBED AREAS OF CREEK SLOPES, OVERLAP MATTIN OF 2' TO ADJ NON —DISTURBED AREAS. D MAT CREEK B 6" OF WASHE TOP STREAM BANK REMOVE SANDBAGS Q . . • wow`,► • ►♦ 11 tj ��►` �� • rmy,vilimm, TEMP. 18" STREAM PON ION OF IPE ION INSTALLATION IS LETE BACKFILL CH IMMEDIATELY TE: BOTTOM OF AM BED SHALL ESTORED TO THE cINAL ELEVATION -TELY REMOVE C ASSOCIATED AM En CREEK BANK RESTORATION DETAIL 36UPDATED MARCH, 2017 NOT TO SCALE SECTION A —A NOT TO SCALE O O O PLAN VIEW NOT TO SCALE TYPE "BELOW GRADE" 1 03/14/23 DLH NO. DATE BY (SEE TRENCHING DETAIL) NOTES: 1. THIS DETAIL SHALL BE USED WHERE NOTED ON THE PLANS OR ANYWHERE SEPARATION BETWEEN THE SEWER OR WATER LINE AND STREAM IS LESS THAN 25 FEET. 2. SILT FENCE IN THESE AREAS SHALL BE INSTALLED PRIOR TO BEGINNING EXCAVATION FOR THE PROPOSED LINE. 3. EXCAVATED MATERIAL SHALL BE PLACED ON SIDE OF TRENCH AWAY FROM STREAM. 4. STREAM PROTECTION AREA SHALL BE SEEDED IMMEDIATELY AFTER INSTALLATION OF PROPOSED LINE. 5. SILT FENCE SHALL BE MAINTAINED UNTIL VEGETATIVE COVER IS ESTABLISHED. EC\STREAM BANK PROTECTION -EXCAVATION 38UPDATED MARCH, 2017 NOT TO SCALE PLYWOOD PAINTED WHITE lal io'i II �� CONCRETE STAPLES EARTHEN BERM PERMEABLE LAG SCREWS LETTERS GEOTEXTILE i WASHOUT —�\\ .� FABRIC I°I WOOD POST � SECTION B-B NOT TO SCALE 0 EARTHEN 0 BERM � NOTES 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. SIGNAGE IDENTIFYING THE CONCRETE WASHOUT AREA SHALL BE INSTALLED WITHIN 5FT.OF THE WASHOUT FACILITY. OEROSION CONTROL PLAN LEGEND: CONCRETE CONCRETE WASHOUT WASHOUT TEC CONCRETE WASHOUT 11 UPDATED MARCH, 2017 NOT TO SCALE NCDMLR COMMENTS DESCRIPTION CONCRETE WASHOUT SIGN (OR EQUIVALENT) PERMEABLw VGEOTEXTILE_�m of FABRIC of > VARIABLE PLAN VIEW NOT TO SCALE TYPE "ABOVE GRADE" WITH EARTHEN BERMS CHATHAM-RANDOLPH MEGASITE SEWER SYSTEM EXTENSION TOWN OF SILER CITY CHATHAM COUNTY, NORTH CAROLINA STABILIZED CONSTRUCTION ENTRANCE SELECT FILL/ STONE FUEL STORAGE TEMPORARY SPOILS EARTHEN BERM STORAGE SILT FENCE PRIMARY SILT FENCE AROUND STOCKPILES (TYP.) 0 _J J_ CO L_ 0 z 0 H z O 0 z w 1— x w w C) w w M M NOTES: 0 1. SITE TO BE ESTABLISHED TO PREVENT TRANSPORT OF SEDIMENTS/ CONTAMINANTS FROM SITE. 2. FUEL STORAGE AREA TO COMPLY WITH SPCC REQUIREMENTS FOR PETROLEUM/ OILS/ LUBRICANTS (POL) STORAGE. 3. CONTRACTOR SHALL MONITOR BMP'S ON A WEEKLY BASIS AND FOLLOWING SIGNIFICANT STORM EVENTS; MAKING REPAIRS AND/ OR PROVIDING ADDITIONAL BMP'S AS WARRANTED. -EC LAYDOWN / STORAGE YARD 47 / UPDATED MARCH, 2017 NOT TO SCALE 3' min. oQ° Sto ger joints NOTE Direction of e\ Install wattles snugly into trench. Existing ground \\ typical) runoff Abut tightly to adjacent wattle, end 1. Drive states of each end and at 4' spacing to end, without overlapping the ends until wattle is secured to slope. Do not crush wattle while staking. Live stakes may be used for permanent installations. ELEVATION 2. Use drainage ditch installation only in low flow conditions. I Existing ground I e o `'° yQG otti Excavate trench 2" 3" to 5" larger than wattle 3' min. Or 4 is. I q FLOW specified in plans w y1 STEP 1: EXCAVATE TRENCH o I a O AND INSTALL WATTLES ° f STAKES REQUIRED i2 p Wattle tlength for Stakes eachewatee Sediment wattle ackfilled and com acted o I soil to ground level 25 1 8 Install wattles / 20 tion of runoff 6 along contours / Direc 12 4 n Runoff from I — / frOT disturbed areas disturbed areas I / INSTALLATION ALONG SLOPES I ' STEP 2: BACKFILL SOIL AGAINST WATTLES I PLAN INSTALLATION BEYOND TOE OF SLOPE PROPERLY STAKED AND ENTRENCHED WATTLE M WATTLE SPACING Slope Spacing ft. 1:4 of flatter 40 1:3 30 1:2 20 1:1 10 e N Provide sufficient length to prevent Stake and entrench wattle FLOW water from slowing around the wattle I +I Sediment wattle N c Slope 0 0 0 o F / 'yy'��1"X1" Wood stake I" II WATTLE STAKING DETAIL ELEVATION PLAN DRAINAGE DITCH INSTALLATION WATTLE INSTALLATION AND MAINTENANCE NOTES 1. STRAW ROLL INSTALLATION REQUIRES PLACEMENT AND SECURE STAKING OF THE ROLL ALONG THE CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND THE ROLL. 2. IF WOODEN STAKES CAN NOT BE USED BECAUSE OF ROCK, THEN RE —BAR MAY BE USED. BE SURE TO REMOVED RE —BAR WHEN WATTLES ARE REMOVED. 3. ABUT ADJACENT ROLL TIGHTLY END TO END (DO NOT OVERLAP). 4. DO NOT CRUSH WATTLE WHILE STAKING. 5. REPLACE WATTLE ONCE SATURATED WITH SEDIMENT. NOT TO SCALE NOTE DETAIL OBTAINED BY INTERNET U.S.D.O.T. EC SEDIMENT WATTLE DETAIL 22 UPDATED MARCH, 2017 NOT TO SCALE MISCELLANEOUS DETAILS OFFICE MANAGER DESIGNER D. HONEYCUTT D. HONEYCUTT PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # D. HONEYCUTT DECEMBER 2022 13.04039 N/A SHEE C=505 DocuSign Envelope ID: 4BCB82CF-3B74-4F21-82F7-A39EA1D35736 590 590 u L C 585 580 575 570 565 560 555 550 545 9+40 EXISTING WATERWAY GRADE ELEVATION 2:1 EXCAVATION _"'_� \ SLOPE (TYP.) TRENCH BACKFILL SHALL BE COMPACTED TO 100% (PER NCDOT DIVISION 3 SECTION 300 SPECIFICATIONS) 18" CLASS B RIPRAP PROPOSED GRADE 1.3:1 8" CABC PROPOSED 45 LF DOUBLE BARREL 6'H X 11'W 9+60 9+80 10+00 5 0 2.5 5 10 GRAPHIC SCALE DIVISION VALUE = 5 FEET 1' MIN. 8" C.A.B.C. IN TWO 4" COMPACTED LIFTS COMPACTED TO 100% COMPACTION — STANDARD 2:1 EXCAVATION SLOPE (TYP.) Al INVERTS AS SHOWN NEW SHEET ADDED ON PLANS PIPE O.D. UNDISTURBED EARTH TYPICAL PAVEMENT REPAIRS NOT TO SCALE THIS DETAIL HAS BEEN MODIFIED FOR USE ON THIS PROJECT 4" CON RETE DITCH LINING EMBED 2" INTO EXISTING GROUND PROPOSED GRADE 1.3:1 10+20 10+40 585 580 575 570 565 560 555 550 545 10+60 Z TOP OF FILL TOP OF FILL TOP OF FILL 0 CO H } Q GROUND LINE H GROUND LINE H GROUND LINE H CCD LL. J O_-4 Z 00ct)= < Z ut=m_a_u= _=u_,u�,,,_ in=ui_ai_u,= _=m_,u�,,,_ — — — — — — a� — _ u n, COMPACT AFTER COMPACT AFTER QUoac0C3 LI-I PIPE IS PLACED — - — _ — PIPE IS PLACED LU O „ & PRIOR TO i� PLACEMENT OF rn i & PRIOR TO — TYPE 2 PLACEMENT OF GEOTEXTILE W J cc O H Q n FILL ni_r�Fin= in � FILL I.D. /6 MIN. it, n, NOT LESS 00 z H ~ H I.D./6 MIN. I.D./6 MIN. it a=momm_,na„ia ,uan,=n,a THAN 6" q=1°=m_ni=,n=u = 1u=n,=_ni EARTH NOT LESS THAN 6 O.D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF r r LU BUT NOT LESS THAN 12" ROCK O.D. + 3' NOR MORE THAN 24" O.D.3' NORMAL EARTH FOUNDATION _+ ROCK FOUNDATION AS DIRECTED BY ENGR. UNSUITABLE MATERIAL FOUNDATION PIPE IN TRENCH TOP OF FILL TOP OF FILL TOP OF FILL ------------------ c ~ O H H H LL. Q — J C J GROUND LINE GROUND LINE z H MIN. O.D. MIN. O.D. GROUND LINE — r�� ` MIN. O.D. MIN. O.D. MIN. O.D. N. O.D. TYPE 2 — — — �•j — GEOTEXTILE — — — jr y tY W =m-n,=i Hrn_ , -u, T = COMPACT AFTER — — —PIPE IS PLACED 1 ,, & PRIOR TO _ �—I.D./6 MIN. — — PLACEMENT OF NOT LESS THAN 6" n_In=nI_ui FILL „�_,n_n =� =u = ,if If W COMPACT AFTER O.D. + 2' I.D./6 MIN. I.D./6 MIN. AS DIRECTED NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER z PIPE IS PLACED NOT LESS THAN 6" O.D. 2' Q a H & PRIOR TO %2" PER FOOT OF 'H' l_ PLACEMENT OF FILL NORMAL EARTH FOUNDATION BUT NOT LESS THAN 12" ROCK FOUNDATION NOR MORE THAN 24" (n LL UNSUITABLE MATERIAL FOUNDATION PIPE ABOVE GROUND Q C C3 GENERAL NOTES: DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS in Q I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 0 �CC O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. — - — - — SPRINGLINE OF PIPEUj H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, G ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ® BELOW SPRINGLINE. OF THE EMBANKMENT AT THAT POINT. APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. „ UNDISTURBED EARTH MATERIAL LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE SHEET 2 OF 3 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. 300.01 ACCOMPLISH COMPACTION. DocuSigned by: "�A'R,,,, ,�eEFoRF CHATHAM-RANDOLPH MEGASITE 10 5 10 20 SHEET Y 527�®�ssi°o�''; ,� o� SEWER SYSTEM EXTENSION 5 Regional Circle o0 of o,�°°� o TYPICAL SECTIONS Suite A CQ , C GRAPHIC SCALE DIVISION VALUE = 10 FEET PiSEAL o. NC 28374 - ° 034999 o = , O o o TOWN OF SILER CITYOFFICE MANAGER DESIGNER 910.295.3159 = -v °� N Q L°°FN ��°°°J y O �, D. HONEYCUTT D. HONEYCUTT C=506 GINS° ° C' ,� Mcgi NC Firm License # C-0459 - O ° °°°°°°°° � �' � ' , _ \ �\ PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # mcgillassociates.com1111100\''',,�;,HoN,,�' ��GGING QP� 3 5/9/23 DLH NCDWI COMMENTS CHATHAM COUNTY NORTH CAROLINA 5/25/2023 NO. DATE BY DESCRIPTION D. HONEYCUTT MAY 2023 13.04039 N/A I m co O 0 co