The URL can be used to link to this page

Home My WebLink AboutOverhills Creek Full Set 04-03-2023-MARKEDTYPE R1-1 STOP SIGNW/ ASTM D4956-01 "TYPE III"(HIGH INTENSITY) SHEETINGWHITE LETTERS AND BORDERON RED BACKGROUNDPRELIMINARY SITE & UTILITY PLAN FOR OVERHILLS CREEK SECTION 8OFS - 2EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 DocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022 YANCEY CT.(PUBLIC) - 50' R/WCALDWELL ST. (PUBLIC) - 50' R/WLOT #552 ISTO BEDEEDED TOHOA FOROPEN SPACEACCESSONSLOW CT.50' PUBLIC R/W& UTILITY EASEMENTCALDWELL ST.50' PUBLIC R/W & UTILITY EASEMENTEX. WETLANDSOWEN DR. - 50' R/WOVERHILLS CREEKSECTION 7MAP#2007-664KELLY ST. - 50' R/WTWIN LAKES SECTION 2MAP#7-130UTILITY PLAN FOR OVERHILLS CREEK SECTION 8OF VICINITYS - 3EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A.1 inch = ft.( IN FEET )GRAPHIC SCALE50NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 SITEDocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022227.76228.26227.22226.34226.4225.69225.61INV. IN 231.77INV. OUT 231.70219.27219.10FROM #7 222.95FROM #8 222.99TO #5 222.91 YANCEY CT.(PUBLIC) - 50' R/WCALDWELL ST. (PUBLIC) - 50' R/WLOT #552 ISTO BEDEEDED TOHOA FOROPEN SPACEACCESSONSLOW CT.50' PUBLIC R/W& UTILITY EASEMENTCALDWELL ST.50' PUBLIC R/W & UTILITY EASEMENTEX. WETLANDSOWEN DR. - 50' R/WOVERHILLS CREEKSECTION 7MAP#2007-664KELLY ST. - 50' R/WTWIN LAKES SECTION 2MAP#7-130SKSKSK SK GRADING, DRAINAGE, AND EROSION CONTROL PLAN FOR OVERHILLS CREEK SECTION 8OF VICINITYS - 4EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A.1 inch = ft.( IN FEET )GRAPHIC SCALE50NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 SITEDocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022231.22224.74234.13INV. IN 223.71INV. OUT 223.66INV. IN 226.36INV. OUT 226.19FROM #4 224.58FROM #6 224.52TO #7 224.42INV. IN 229.20INV. OUT 229.12INV. OUT 231.03INV. OUT 231.06FROM #11 229.68FROM #1 229.53TO #3 229.45232.35INV. IN 231.25INV. OUT 231.16INV. IN 233.44INV. OUT 233.35 YANCEY CT.CALDWELL ST. (PUBLIC) - 50' R/WLOT #552 ISTO BEDEEDED TOHOA FOROPEN SPACEACCESSONSLOW CT.50' PUBLIC R/W& UTILITY EASEMENTCALDWELL ST.50' PUBLIC R/W & UTILITY EASEMENTEX. WETLANDSOWEN DR. - 50' R/WOVERHILLS CREEKSECTION 7MAP#2007-664PLAN - PROFILE FOR OVERHILLS CREEK SECTION 8 CALDWELL ST. ONSLOW CT.OFS - 5EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 CALDWELL ST. 50' PUBLIC R/W29' B/B W/30" ROLL CURB & GUTTERPLAN SCALE:1" = 50'PROFILE SCALE:1" = 50' HOR.1" =5' VER.ONSLOW CT. 50' PUBLIC R/W29' B/B W/30" ROLL CURB & GUTTERPLAN SCALE:1" = 50'PROFILE SCALE:1" = 50' HOR.1" =5' VER.DocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022224.74234.13219.27219.1INV. IN 223.71INV. OUT 223.66FROM CB#4 224.58FROM CB#6 224.52TO CB#7 224.42INV. IN 231.25INV. OUT 231.16227.76INV. IN 233.44INV. OUT 233.35228.26227.22226.34226.40225.69225.61INV. IN 229.26INV. OUT 229.12FROM #7 222.95FROM #8 222.99TO #5 222.91INV. IN 231.03INV. OUT 231.06231.22INV. IN 231.77INV. OUT 231.70INV. IN 226.36INV. OUT 226.19FROM #11 229.68FROM #1 229.53TO #3 229.45232.35 OWEN DR. - 50' R/WELFMAN D R . - 5 0 ' R /W R A I N E Y D R . - 5 0 ' R /W PLAN - PROFILE FOR OVERHILLS CREEK SECTION 8 8" SEWER OUTFALLOFS - 6EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 8" SANITARY SEWER OUTFALLPLAN SCALE:1" = 50'PROFILE SCALE:1" = 50' HOR.1" =5' VER.DocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022194.94194.85208.99208.93198.03197.96193.94193.90 DETAILS FOR OVERHILLS CREEK SECTION 8OFS - 7EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 SILT FENCE DETAIL(NOT TO SCALE)TEMPORARY CONSTRUCTION ENTRANCE(NOT TO SCALE)DESIGN CRITERIAAGGREGATE SIZE - USE 2-3 INCH WASHED STONE.DIMENSIONS OF GRAVEL PAD:THICKNESS: 6 INCHES MINIMUMWIDTH: 12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF THEVEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IF GREATERLENGTH: 50-FEET MINIMUMLOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMITSEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUMUTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES,AND ENTRANCES AT CURVES IN PUBLIC ROADS.WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THEMUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELINGOVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHINGSHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONETHAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSALAREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORECONVENIENT AND EFFECTIVE.CONSTRUCTION SPECIFICATIONS1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLYGRADE IT.2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONSSHOWN ON THE PLANS, AND SMOOTH IT.3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OROTHER SUITABLE OUTLET.4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OFTHE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGHWATER TABLE.MAINTENANCEMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD ORSEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAYREQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACHRAINFALL, INSPECT ANY STRUCUTRE USED TO TRAP SEDIMENT ANDCLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTOPUBLIC ROADWAYS.CONSTRUCTION SPECIFICATIONS1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONAL MATERIAL.2. ENSURE THAT THE MINIMUM CONSYRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.MAINTENANCEINSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSIONRIDGE.CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION.WHEN THE AREA ABOE THE TEMPORARY DIVISERSION IS PERMANENTLY STABILIZED,REMOVE THE DIVERSION AND FILL AND STABLIZED THE CHANNEL TO BLEND WITH THENATURAL SURFACE.TEMPORARY DIVERSION DITCH(NOT TO SCALE)CONSTRUCTION1.PLACE STRUCTURAL STONE (CLASS B) TO THE LINES AND DIMENSIONS SHOWN ONTHE PLAN ON A FILTER FABRIC FOUNDATION. THE CREST WIDTH OF THE DAMSHOULD BE A MINIMUM OF 2 FEET.2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW THE END WHERETHE DAM ABUTS THE CHANNEL BANKS.3.PLACE SEDIMENT CONTROL STONE (#5 OR #57) ON THE UPSTREAM SIDE OF THEDAM THAT IS A MINIMUM OF 1 FOOT THICK.4.PROVIDE AN APRON THAT IS 3 TIMES THE HEIGHT OF THE DAM. THE APRON WIDTHIS AT LEAST 4 FEET LONG. UNDERCUT THE APRON SO THAT THE TOP OF THEAPRON IS FLUSH WITH THE SURROUNDING GRADE.5.EXTEND THE STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATERFROM CUTTING AROUND THE ENDS OF THE CHECK DAM.6.EXCAVATE SEDIMENT STORAGE AREA TO THE DIMENSIONS SHOWN ON THE PLAN.CHECK DAM WITH WEIR(NOT TO SCALE)MAINTENANCEINSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (12 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THECHANNEL WHEN NEEDED.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSIONFROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGEIMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONALMEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER INTHAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENTDAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THESTONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVERTHE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT ANDCROSS SECTION.POROUS BAFFLES DETAIL(NOT TO SCALE)SKIMMER SEDIMENT BASINCONSTRUCTION SPECIFICATIONS1.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 itproperly. Haul all objectionable material to the designated disposal area. Place temporarysediment control measures below basin as needed.2.Ensure that fill material for the embankment is free of roots, woody vegetation, organicmatter, and other objectionable material. Place the fill in lifts not to exceed 9 inches, andmachine compact it. Over fill the embankment 6 inches to allow for settlement.3.Shape the basin to the specified dimensions. Prevent the skimming device from settlinginto the mud by excavating a shallow pit under the skimmer or providing a low support underthe skimmer of stone or timber.4.Place the barrel (typically 4-inch Schedule 40 PVC pipe) on a firm, smooth foundation ofimpervious soil. Do not use pervious material such as sand, gravel, or crushed stone as backfillaround the pipe. Place the fill material around the pipe spillway in 4-inch layers and compact itunder and around the pipe to at least the same density as the adjacent embankment. Caremust be taken not to raise the pipe from the firm contact with its foundation when compactingunder the pipe haunches.Place a minimum depth of 2 feet of compacted backfill over the pipe spillway beforecrossing it with construction equipment. In no case should the pipe conduit be installed bycutting a trench through the dam after the embankment is complete.5. Assemble the skimmer following the manufactures instructions, or as designed.6.Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inletof the barrel pipe. Attach the flexible joint to the barrel pipe and position the skimmer over theexcavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side ofthe basin. This will be used to pull the skimmer to the side for maintenance.7. Earthen spillways-Install the spillway in undisturbed soil to the greatest extent possible.The achievement of planned elevations, grade, design width, and entrance and exit channelslopes are critical to the successful operation of the spillway. The spillway should be lined withlaminated plastic or impermeable geotextile fabric. The fabric must be wide and long enough tocover the bottom and sides and extend onto the top of the dam for anchoring in a trench. Theedges may be secured with 8-inch staples or pins. The fabric must be long enough to extenddown the slope and exit onto the stable ground. The width of the fabric must be one piece, notjoined or spliced; otherwise water can get under the fabric. If the length of the fabric isinsufficient for the entire length of the spillway, multiple sections, spanning the complete width,may be used. The upper section(s) should overlap the lower section(s) so that water cannotflow under the fabric. Secure the upper edge and side of the fabric in a trench with staples orpins. (Adapted from "A Manual for Designing,Installing and Maintaining Skimmer SedimentBasins." February, 1999. J.W. Faircloth & Son).8. Inlets - Discharge water into the basin in a manner to prevent erosion. Use temporaryslope drains or diversions with outlet protection to divert sediment-laden water to the upper endof the pool area to improve basin trap efficiency. (References: Runoff Control Measures andOutlet Protection).9.Erosion control-Construct the structure so that the disturbed area is minimized. Divertsurface water away from the bare areas. Complete the embankment before the area iscleared. Stabilize the emergency spillway embankment and all other disturbed areasabove the crest of the principal spillway immediately after construction(References:Surface Stabilization).10.Install porous baffles as specified in Practice 6.65, Porous Baffles.11.After all the sediment-producing areas have been permanently stabilized, remove thestructure and all the unstable sediment. Smooth the area to blend with the adjoiningareas and stabilize properly. (References: Surface Stabilization).MAINTENANCEINSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACHSIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIRIMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINALDIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THEFIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENTUNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THEENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SUREVEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THESKIMMER.REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATERIS FLOWING UNDERNEATH OR AROUND THEM.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BEREMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BYFLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFOREREPOSITIONING THE SKIMMER.CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIREDREPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECKTHE EMBANKMENT,SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECTTHE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRSIMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER ANDPOOL AREAS.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIALPRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMERFROM PLUGGING WITH ICE.RIP RAP APRON STABILIZATION DETAILCONSTRUCTION SPECIFICATIONSPLACE RIPRAP SO THAT IT FORMS A DENSE,WELL-GRADED MASS OF STONE WITH A MINIMUM OFVOIDS. THE DESIRED DISTRIBUTION OF STONESTHROUGHOUT THE MASS MAY BE OBTAINED BYSELECTIVE LOADING AT THE QUARRY, ANDCONTROLLED DUMPING DURING FINAL PLACEMENT.PLACE RIPRAP TO ITS FULL THICKNESS IN ONEOPERATION. DO NOT PLACE RIPRAP BY DUMPINGTHROUGH CHUTES OR OTHER METHODS THATCAUSE SEGREGATION OF STONE SIZES. TAKE CARENOT TO DISLODGE THE UNDERLYING BASE ORFILTER WHEN PLACING STONES.MAINTENANCERIPRAP SHOULD BE INSPECTED PERIODICALLY ANDAFTER HEAVY RAINFALLS FOR SCOUR ORDISLODGED STONES. CONTROL OF WEED ANDBRUSH GROWTH MAY BE NEEDED IN SOMELOCATIONS. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER DAMAGE.(NOT TO SCALE)DocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022 DETAILS FOR OVERHILLS CREEK SECTION 8OFS - 8EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 SW-20.25REVISIONSNOTESSTRAW BALESTRAW BALE(TYP)10 mil PLASTIC LININGVARIES10' MINIMUMBINDER WIRENATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-BNOT TO SCALE10 mil PLASTIC LININGBBPLANNOT TO SCALECONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS36"36"TYPE "ABOVE GRADE" WITH STRAW BALES2"8"1.12" DIASTEEL WIRESTAPLEDETAILCONCRETEWASHOUT10' MINIMUMVARIES10 mil PLASTIC LININGPLANNOT TO SCALE10 mil PLASTIC LININGWOOD FRAME SECURELYFASTENED AROUNDENTIRE PERIMETERWITH TWO STAKESTWO-STACKED2X12 ROUGHWOOD FRAMESTAKE(TYP)TYPE "ABOVE GROUND"WITH WOOD PLANKSSECTION B-BNOT TO SCALEBBVARIES10' MINIMUMAA10 mil PLASTIC LINING10 mil PLASTIC LININGSANDBAGBERMBERM3'LATH ANDFLAGGING ON3 SIDESPLANNOT TO SCALESECTION A-ANOT TO SCALESANDBAGTYPE "BELOW GRADE"CONCRETE WASHOUTDRAWN BY: WDPDATE: 10/22/2012WOOD POST3.5"X3.5"X8'1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.Maintenance1. Inspect Rolled Erosion Control Products at least weekly and after eachsignificant (1/2 inch or greater) rain fall event repair immediately.2. Good contact with the ground must be maintained, and erosion must notoccur beneath the RECP.3. Any areas of the RECP that are damaged or not in close contact with theground shall be repaired and stapled.4. If erosion occurs due to poorly controlled drainage, the problem shall befixed and the eroded area protected.5. Monitor and repair the RECP as necessary until ground cover isestablished.CONSTRUCTION SPECIFICATIONS1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATIONAND DISPOSAL OF SPOIL.2. INSTALL THE CLASS B OR CLASS 1 RIPRAP IN A SEMI-CIRCLEAROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHERON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUMCREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUMBOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THEEMBANKMENT OR DIVERSIONS.3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BEPLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUNDTHE OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOWNATURAL 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.MAINTENANCEINSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY ANDAFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTAND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THESEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THESEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OFTHE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THEDESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATEDPART OF THE GRAVEL FACING.CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACEDFROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEENPERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THEUNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THEADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.ROCK DOUGHNUT INLET PROTECTION(NOT TO SCALE)CONSTRUCTION SPECIFICATIONS1. 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 THEPERIMETER 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 MESHUNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.4. PLACE LEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TOAN EVEN GRADE.5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISHFINAL GRADING ELEVATION.6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.(NOT TO SCALE)HARDWARE CLOTH & GRAVEL PROTECTIONNCDOT #5 OR #57WASHED STONE2' HARDWARE CLOTH AREA 16" 2:1 16"2:1STEEL POSTMAINTENANCEINSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OFANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE ARE NOT TO DAMAGE OR UNDERCUT THEWIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE ASNEEDED.MAINTENANCEREMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVEREDREPLACE STONE AS NEEDED TO ENSURE DEWATERINGINSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTEREACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELYSHOULD THE FABRIC OF SEDIMENT FENCE COLLPASE, TEAR,DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLYREMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDEADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THEFENCE DURING CLEANOUTREMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENTDEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTERTHE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZEDDocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022 DocuSign Envelope ID: CCC04A09-A27B-4730-9587-C6CCB210F1FE5/11/2022 DETAILS FOR OVERHILLS CREEK SECTION 8OFS - 10EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 4'-0"1'-6"3/4" CHAMFER ATEA. CORNER4" SQ. PRECAST CONC.POST (4000 P.S.I.)BRASS MARKER PLATEVALVE NO.12025FT.PLATE WITH VALVE NUMBER,DIRECTIONAL ARROW-POINTEDTO MARKED VALVE & DISTANCETO THE NEAREST FOOT.MARKED PLATEWITH ANCHOR4 #3 BARSVMBO21" TOTALADJUSTMENTVALVE BOXVALVE OPERATOR NUTPROTECTION RINGPRECAST CONCRETE PRECAST CONCRETE PROTECTION RINGWATERMAINSTREETPROPERTY LINE PROPERTY LINER/WR/WDocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022 DETAILS FOR OVERHILLS CREEK SECTION 8OFS - 11EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 P.R.V. Location down stream of the cut-off valve3/4 Inch Gate ValveRequired onCustomer sideWithin 12 inches ofthe Meter BoxVALVE BOX24"x18" RECTANGULAR17"18"24"3 1/2"18"12"ABAELEVATION ISOMETRICPLAN16 3/4"11"ABS PLASTICCOVERFRAME & COVERFRAMENOTE:CONCRETE ENCASEMENT SHALL ONLY BEUSED IN AREAS WHERE COVER IS TO BE FLUSHWITH PAVEMENT OR CONCRETE. CONCRETEENCASEMENT SHALL NOT BE USED INNON-TRAFFIC AREAS AND ABOVE GRADEINSTALLATIONS.USE MIN. 4 EA. 3/8" ANCHORBOLTS TO SECURE FRAME TO MANHOLE23.5"RAM-NEKSEALANT2"1"BASE COURSEBASE COURSEFINISHED GRADE1.5" MIN.6" MIN.COMPACTED FILLCOMPACTED FILLSTD. MANHOLERING & COVERSANITARY SEWER(0'-8' DEPTH)PIPE LAYINGCONDITION "A"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPEMINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURER12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.D/8≥3"D/4D/2D/8≥3"24" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEPIPEO.D.SANITARY SEWER(<8'-16' DEPTH)PIPE LAYINGCONDITION "B"SHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSANITARY SEWER(DUCTILE IRON ONLY)(0'-16' DEPTH)PIPE LAYINGCONDITION "C"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPE12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.D/2D/8≥3"24" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEPIPEO.D.SANITARY SEWER(DUCTILE IRON ONLY)(>16' DEPTH)PIPE LAYINGCONDITION "D"SHAPED SUBGRADETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELNOTE:FORCE MAINS 8"Ø AND SMALLER SHALLHAVE MINIMUM OF 3' COVER. FORCEMAINS LARGER THAN 8"Ø SHALL HAVE AMINIMUM OF 3'-6" COVER.ELECTRONIC MARKER BALLS AT 100' ONCENTER & AT BENDS. MARKER BALLS SHALLBE INSTALLED AT 1 1/2 TO 2' DEEP.1/2 PIPE O.D.24" + O.D. MAX.12" + O.D. MIN.PIPEO.D.SHAPED SUBGRADESHALL PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELBEDDED PIPEUNDISTURBED EARTHNOTE: MARKER BALLS SHALL BE INSTALLEDCONCURRENTLY WITH PIPE. MARKERBALLS SHALL NOT BE INSTALLED AFTERTRENCH HAS BEEN COMPLETELYBACKFILLED.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEFORCE MAINPIPE LAYINGCONDITION "E"NOTE: PIPE SHALL BE BEDDED UP TOSPRING LINE AND MINIMUM 4" BELOWBOTTOM OF PIPE WHEN WET AREAS AREENCOUNTERED.PSX MANHOLE CONNECTOR(OR APPROVED EQUAL) PIPETO MANHOLE CONNECTORCORE BOREEX. MANHOLEEX. MANHOLEPROPOSEDSEWERBRICK & MORTAR INVERT112":12" SLOPEON ALL INVERTSFLOWSLOPE112":12"SLOPE112":12"NOTE:1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADETO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE EXCEED 90 DEGREES.3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE.4" PVC VERTICAL4" SWEEP WYESERVICE LINESANITARY SEWERMAINTEE BRANCHSLOPE MIN. 1%PLUGSTOP AT R/W45°SANITARY TEE(SAME MATERIALAS MAIN)CLEANOUT PLUG AND CAPNOTE:EASEMENT SHALL BE PROVIDED FOR SERVICECONNECTION WHERE SERVICE CONNECTION IS PLACEDOUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOXW/ CHARLOTTE HUB 3'-0"MAX.1' insideRWBRASS(DO NOT GLUE)SCH 40 PVC VERTICALSCH 40 PVCSCH 40 PVCDocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022 DETAILS FOR OVERHILLS CREEK SECTION 8OFS - 12EE PROJECT:E-mail: general@enochengineers.com Phone: (919) 894-7765 Fax: (919) 894-8190 1403 NC Highway 50 South - Benson, NC 27504 CONSULTING ENGINEERS & SURVEYORS ngineersEnoch , P.A. LOCATION: PROPERTY OWNER/DEVELOPER: Revisions DESIGNED BY: DRAWN BY: CHECKED BY: VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NC Firm License #C-2061 OVERHILLS ROAD (SR 1120) NEAR SPRING LAKE, NC ANDERSON CREEK TOWNSHIP HARNETT COUNTY NORTH SOUTH PROPERTIES, LLC 243 S. BRAGG BOULEVARD P.O. BOX 766 SPRING LAKE, NC 28390 12" MIN.12" MIN.8" MIN.24" MIN. CLEARANCETRENCH WALLUNIFORM STONE #57UNDISTURBED SOILD.I. SANITARYSEWEREXISTING STORM PIPENOTE:1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTEREDUNDER STORM PIPE FOR ALL CROSSINGS.COPOLYMER POLYPROPYLENEPLASTIC M.A. INDUSTRIES MODELPSI-PF OR APPROVED EQUAL.918"338"114"118"918"1034"12"USE 4 EA. 38" ANCHOR BOLTSTO BOLT FRAME TO SPACER.USE ROPE MASTIC SEALBETWEEN FRAME AND SPACER.STANDARD MANHOLERING AND COVERMANHOLE STEPS16" O.C.BRICK & MORTAR INVERTMIN. 6" GRAVEL BEDDINGECCENTRICTAPER UNITRISER UNITBASE UNIT4' DIA. MIN.5"2'-0", 3'-0"OR 4'-0"8" MAX. FOR SPACER8"JOINTS SHALL BE SEALEDWITH A RUBBER O-RINGGASKET OR ROPE MASTIC SEAL.CEMENT GROUT ALL JOINTSINSIDE AND OUT112":12" SLOPEON ALL INVERTSEXTENDED BASE(REQUIRED OVER 12')NOTE:IN NON-TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BEINSTALLED AT LEAST 2 FT ABOVE FINISH GRADE ORAT LEAST 1 FT ABOVE FLOOD STAGE.SEE DETAIL S-271. SEE DETAIL S-28 FOR TYPICAL INVERT.NOTES:WIDTH ASREQUIRED12" MIN.12" MIN.12" MIN.8" MIN.24" MIN. CLEARANCETRENCH WALLUNIFORM STONE #57UNDISTURBED SOILD.I. SANITARYSEWEREXISTING WATER LINENOTE:1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTEREDUNDER WATER LINE FOR ALL CROSSINGS.¾¾PSX MANHOLE CONNECTOR(OR APPROVED EQUAL) PIPETO MANHOLE CONNECTORCORE BOREEX. MANHOLEEX. MANHOLEPROPOSEDSEWERBRICK & MORTAR INVERT112":12" SLOPEON ALL INVERTSDocuSign Envelope ID: 0C205CBA-9ABF-462B-B94A-184E64DB249F5/11/2022