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Take 5 Oil Change - Wilmington NC Rev 0
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS MARKET ST WENDOVER LANEMARKET STMIDDLE SOUNDLOOP ROADSITE60' PUBLIC RIGHT-OF-WAY Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411COVERSHEETINDEX OF DRAWINGSC0.0COVER SHEET-SURVEYC1.0SITE NOTESC2.0DEMOLITION PLANC2.1EROSION CONTROL PLANC3.0SITE PLANC4.0GRADING & DRAINAGE PLANC5.0UTILITY PLANC5.1SANITARY SEWER MAIN & PROFILEL1.0LANDSCAPE COMPLIANCE PLANC6.0SITE DETAILSC6.1SITE DETAILSC6.2SITE DETAILSC6.3SITE DETAILSCIVIL PERMIT SET FORTHEDEVELOPER:DURBAN DEVELOPMENT106 FOSTER AVENUECHARLOTTE, NC 28203704.319.8346LOCATION MAP (NOT TO SCALE)CIVIL ENGINEER:BRITT, PETERS & ASSOCIATES, INC101 FALLS PARK DRIVE SUITE 601GREENVILLE, SC 29601864.271.8869SURVEYOR:PORT CITY LAND SURVEYING, PLLC1144 SHIPYARD BOULEVARDWILMINGTON, NC 28412910.791.0080ARCHITECT:DESIGN TO BUILD1920 FORT BRAGG ROADFAYETTEVILLE, NC 28303910.485.8567C0.0PNRSABCSONI TITAATIE.CTEDERSS11/12/21 US HWY 17 / MARKET STREET WENDOVER LANE46.345EP,46.207EP,46.071EP,45.711EP,45.496EP,44.300EP,43.769EP,43.650EP,44.028EP,45.018EP,45.771EP,46.144EP,46.144EP,46.076EP,45.754EP,45.579EP,44.954EP,44.885 EP, 44.977 EP, W 44.900 44.580 44.41844.38744.55343.800 43.56443.43043.26443.14442.82542.074 41.648 27 PINE,14 PINE,TWIN 12 OAKS,10 8 7 MAPLE,18 OAK,36 OAK,16 MAPLE,18 OAK,16 OAK,19 OAK,18 MAPLE,45.79245.617 45.662 45.50344.60444.12443.719 43.888 44.751 43.731 43.32643.544 44.12043.787 43.37243.54743.25543.41042.82342.888 42.526 42.433 42.160 41.270 39.763 42.539 42.219 41.980 42.611 43.066 42.912 42.559 42.107 42.19942.59142.90241.77441.731 41.432 41.619 44.790BC,44.576BC,43.918BC,43.361BC,42.586BC,41.850BC,43.754 43.46143.19743.240 43.068 43.0242.020 37544.809SEWER VALVE 37644.507SEWER VALVE 37744.350GREEN PIN FLAG44.167EP44.521EP44.840EP43.553CL D43.209CL D42.963CL D43.95444.279 44.196 44.63244.944 44.835 44.478 43.967 44.15142.47418" RCP INV 41.62118" RCP INV45.760CL RD 45.556CL RD 45.432CL RD 45.199CL RD 44.67145.54746.022 RIGHT OF WAY (R/W or ROW)EASEMENTCENTER LINEPROPERTY LINEPERMENANT UTILITY EASEMENTPUELINE NOT SURVEYEDNORTH AMERICAN DATUMNADNC GRID NAD 83LOCATION MAPNOT TO SCALESURVEY REFERENCES:D.B. 2140, PG. 259,M.B. 21, PG. 52,D.B. 3177, PG. 364,M.B. 21, PG. 61,THE PREMISES SURVEYED IS WITHIN ANON-FLOOD HAZARD AREA ZONE "X"ACCORDING TO THE FLOOD INSURANCERATE MAP FOR NEW HANOVER COUNTY(COMMUNITY PANEL No. 370168 3159 J,EFFECTIVE DATE APRIL 3, 2006).NOTES:1. PARCEL ID: R04406-001-001-001.2. ALL DISTANCES ARE HORIZONTAL GROUND IN FEET UNLESS OTHERWISE NOTED.3. ZONING: B-2 (BUSINESS DISTRICT)4. BOUNDARY AREA: 0.33 ACRES.5. AREA COMPUTED BY COORDINATED METHOD.6. PROPERTY IS SUBJECT TO ALL ZONING AND PLANNING REGULATIONS OF NEW HANOVER COUNTY, NC.7. MINIMUM BUILDING SETBACKS: FRONT= 50' ALONG MAJOR HWYS, 35' ALONG ALL OTHER PUBLIC STREETS, SIDE STREET = SAME AS FRONT SETBACK SIDE INTERIOR = SEE SECTION 3.1.3.C. REAR= SEE SECTION 3.1.3.C. MAX. HEIGHT = 40' **, PROVIDED THE FAR DOES NOT EXCEED 1.0.8. CONTOURS SHOWN HEREON IS FROM AN ACTUAL FIELD SURVEY. DATUM NAVD '88.9. THE OWNERSHIP INFORMATION WAS OBTAINED FROM THE TAX RECORDS OF THE COUNTY REGISTRY.10. PURPOSE OF THIS MAP IS TO DEPICT THE EXISTING TOPOGRAPHIC FEATURES OF THE SITE FOR FUTURE DEVELOPMENT.11. METES AND BOUNDS OF THE SUBJECT PROPERTY HAS CHANGED DUE TO THE WIDENING OF MARKET STREET PER NCDOT PLANS AND DEEDS.LEGENDNEW HANOVER COUNTY, NORTH CAROLINA 28411SCALE 1"= 10' DATE: AUGUST 2, 20217250 MARKET STREET, WILMINGTONMAP BOOK, PAGEMB, PGDEED BOOK, PAGEDB, PGOWNER OF RECORD:DENNIS G. STOKLEYand SHARON J STOKLEY708 TREE SWALLOW CT.WILMINGTON, NC 28411PORT CITYLAND SURVEYING, PLLCFIRM LICENSE No. P-1493ALTA/NSPS LAND TITLE SURVEYDURBAN ACQUISTIONS, LLCHARNETT TOWNSHIPNORTH AMERICANNAVDWWATER METERBACK OF CURBBCWATER LINEUNDERGROUND CABLEUGCUGC24.19'SPOT ELEVATIONFORI, STEVEN L. BUIE, CERTIFY THAT THIS MAP WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADEUNDER MY SUPERVISION (DEED DESCRIPTION - SEE TITLEREFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARESHOWN AS BROKEN LINES; AND THAT THIS MAP MEETS THEREQUIREMENTS OF THE STANDARDS OF PRACTICE FORLAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600).THIS_______ DAY OF ____________, 2021.PROFESSIONAL LAND SURVEYOR L - 3402.2ndAUGUSTOVERHEAD WIRE(S)OHWOHWEXISTING IRON PIPENEW IRON PIPE SETEIPNIPS1144 SHIPYARD BOULEVARDWILMINGTON, NORTH CAROLINA 28412(910) 791-0080SITEVERTICAL DATUMINVERTINVNPROJECT: 21-0320CAD: SLBWW1R/WRADIUSRCHORDCH0102030MAP BOOK 21 PAGE 52LOT 1, SECTION 2, OGDEN ON THE GREENTO DURBAN GROUP, TOGETHER WITH ITS SUCCESSORS ANDASSIGNS, AND CHICAGO TITLE INSURANCE COMPANY, COMMITMENTNUMBER 21-14203CHTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ONWHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LANDTITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA ANDNSPS, AND INCLUDES ITEMS 1,2,3,4,5,6b,7a,8,(no party walls onsite),9,11,13,16,17,18 OF TABLE A THEREOF. THE FIELD WORK WASCOMPLETED ON JULY 26th, 2021.DATE OF PLAT: AUGUST 2, 2021.PROFESSIONAL LAND SURVEYOR L - 3402.M.B. 2, PG. 78,M.B. 21, PG. 38,H.B. 3, PG 119-135,60' PUBLIC RIGHT-OF-WAYPUBLIC RIGHT-OF-WAY - WIDTH VARIES CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225.00' ACCESS EASEMENT M.B. 21, PG. 52. CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/W BRI G H T L E A F R D WENDOVER LANEMIDDLE SOUND LOOP RDMA R K E T S T R E E T - U S B U S . 1 71-S-FRAMEA-ATLANTICLOCKSMITH#7250A1-S-FRAMEFERMENTALBEER & WINE#7250BPORCHPORCH WD. RAMPPAVERSPAVERSDECK HVACGRASSPRIME IDSIGNWELLGRAVELPPOHWOHWEDGE OF PAVEMENTASPHALTGRAVELPPRAMPPAVERSPAVERSGATEPOR.STEPSSTEPS GRAVELLANDSCAPEDOHWO H W PAVERS WD.WALKBRICK WALKORDERWINDOW LS. TIMBERLS. TIMBER LS. TIMBER LANDSCAPELS17.9'73.1'35' SETBACKICE UNITWD.FENCE WOOD WALKW/PLANTERSFREEZERPOR.HVACLS. TIMBERLS. TIMBERPAVERSSTEPS BAR STAGE LS. TIMBEROHW FOFOFOFOFOFOFOTRAFFICSIGNAL POLEFOTRAFFICSIGNAL BOXFO FOFO FOFO FO FO FO UGCUGCUGC FIBER OPTICFOFOEDGE OF PAVEMENTSEWERVALVESPAINTED SEWER LINE18"RCPINV.41.62'INV.42.47'EX. DITCHFIRE HYDRANTWMEX. CURBEIPEIPBENCHMARK:MAG NAIL SET.ELEV. 45.32'DATUM: NAVD '88BENCHMARK:MAG NAIL SET.ELEV. 41.90'DATUM: NAVD '88NCDOT PROJ. U-4902, HB 3 PG 119-135 R/WR/WR/WFFE=46.53'FFE=46.34'BENCHMARK:NAIL SET IN PPELEV. 46.85'DATUM: NAVD '88FO FO UGC PUE AREA 1, DB 6070 PG 52 0 TCE, DB 6070 PG 520NIPSEIPRW.DISC. PUE AREA 2 DB 6070 PG 520 14.69'33.63'17.09'33.57'RIGHT-OF-WAY TAKINGAREA, DB 6070 PG 52026.93'10.00'48.82'13.00'5.95'1.73'60.04'48.73'RIGHT-OF-WAY62.0'62.0'RW.DISC.RW.DISC.RW.DISC.60'179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" E EIP1.9 0 '25.45'0.82'50' SETBACK 28.4'9.1' R=4462'TEMPORARY CONSTRUCTION EASEMENTTCE14425 Sq. Feet0.33 AcresD.B. 1218, PG. 279C/L 24.12'39.89'24.02'22.70'53.69'27.20'38.95'23.16'14.42'12.66'7.91'24.04'7.85'WWWWWWWWWAPPROX. W/L PERNCDOT R/W PLANSFORCE MAIN PER CFPUA SCHEDULE B, PART II EXCEPTIONS1.NO COMMENT.2.NO COMMENT.3.SEE MAP.4.ITEMS FROM MB 21 PG 38, MB 21 PG 52INCLUDED IN THE MAP.5.ITEMS FROM MB 21 PG 78 INCLUDED INTHE MAP.6.ITEMS IN DB 1218 PG 279 (SUBJECT PROPERTY AND 50' ACCESS EASEMENT)7.DB 5970 PG 2349 DOES NOT AFFECTSUBJECT PROPERTY. DB 6070 PG 520 COVENANCE OF ROW TO NCDOT AND EASEMENTS SHOWN ON THE MAP.8.NO COMMENT9.DB 6083 PG 322 IS FOR ADJOINING PROPERTY TO THE SOUTH AND DOES NOT AFFECT THE SUBJECT PROPERTY.10.NO COMMENT.11.NO COMMENT.50' 50' ACCESS EASMENT PER DB 1218 PAGE 279 NEW HANOVER COUNTY REGISTRY. ANGLE:STALL SIZE:AISLE DIMENSION:SPACES SHOWN:MIN. REQUIREMENT:TOTAL SPACES PROVIDED: 5 SPACES90°60°0°ADA9' X 18'9' X 18'8' X 22'8' X 18'22'213 SPACES-22'-PROVIDED PARKING:-2ZONING REQUIREMENTS:SITE ZONING: B-2 REGIONAL BUSINESS DISTRICTFRONTRIGHTLEFTREARBUILDING SETBACKS:50'35'0'0'PARKING REQUIREMENTS:3 SPACES / 1,000 SF OF OFFICE/WAITING + 1 SPACE / BAY186 SF / 1,000 * 3 + 2 BAYS / 13 SPACES REQUIREDACCESSORY SETBACKS:5'5'5'5'LANDSCAPE SETBACKS:12.5'12.5'--PARKING SETBACKS:8'-8'-Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411DEMOLITION NOTES1.THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THECONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TOCOMMENCEMENT OF CONSTRUCTION.2.VERIFY ALL DEMOLITION IN THE RIGHT OF WAY WITH THE APPROVED ENCROACHMENT PERMIT.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY DUMPING OR BURNING PERMITS.4.ALL EXISTING TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IN THE EVENT THAT EXISTING ITEMS TO REMAINARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM AT NO COST TO THE OWNER.5.THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN THE LIMITS OF DISTURBANCE AND NOTNOTED TO BE PROTECTED. REMOVE DEBRIS FROM SITE OR BURN IN ACCORDANCE WITH LOCAL LAWS.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON THE PLANS)INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. ASREQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITY'S REQUIREMENTS AND PROJECTSITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE BASE BID.7.ALL DEPRESSIONS FORMED BY DEMOLITION SHALL BE FILLED. REFER TO THE GRADING NOTES FOR FURTHERSPECIFICATIONS FOR THE FILL REQUIREMENTS.GRADING NOTES1.EXISTING AND PROPOSED CONTOURS/ SPOT ELEVATIONS ARE FINISHED SURFACE ELEVATIONS. THEGRADING CONTRACTOR SHALL DEDUCT PAVEMENT AND TOP SOIL THICKNESS FOR SUBGRADE ELEVATIONS.REFER TO C6.0 FOR FURTHER DETAILS.2.ANY TOPSOIL IN THE CONSTRUCTION AREA SHALL BE STRIPPED AND STOCKPILED. TOPSOIL SHALL BEREUSED ON SITE UNLESS APPROVED OTHERWISE.3.A SOILS ENGINEER SHALL BE EMPLOYED BY THE OWNER TO DETERMINE THE SUITABILITY OR UNSUITABILITYOF SOILS DURING EARTHWORK OPERATIONS, CONDUCT TESTS AND MAKE RECOMMENDATIONS.4.THE CONTRACTOR SHALL GRADE THE SITE TO THE LINES AND GRADES SHOWN AND SHALL PROOF-ROLL ANDTEST COMPACTION ON ALL AREAS.5.SOILS SHALL BE TESTED, PER THE GEOTECHNICAL REPORT, OR EVERY 5000 SF OR LESS PER LIFT FOREMBANKMENT AND BUILDING PAD CONSTRUCTION.6.FILL SOIL SHALL BE PLACED IN 8” LIFTS, LOOSE, AND COMPACTED TO 95% MODIFIED PROCTOR UNLESS NOTEDOTHERWISE IN THE GEOTECHNICAL REPORT.7.ALL EXCAVATION SHALL BE “CLASSIFIED EXCAVATION”. EXCAVATION SHALL BE “CLASSIFIED” AS “COMMONEXCAVATION” OR “ROCK EXCAVATION”.a.COMMON EXCAVATION IS REMOVING OF MATERIALS BY MEANS OF RIPPING AND DO NOT FALL IN THECATEGORY OF ROCK EXCAVATION AS DEFINED ABOVE (INCLUDES BOULDERS, TYPICAL WEATHEREDROCK, ETC.).b.ROCK EXCAVATION IS CLASSIFIED AS:i.MASSIVE ROCK EXCAVATION - MATERIAL OF 1 CY OR MORE UNABLE TO BE EXCAVATED WITH A SINGLETOOTH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A MINIMUM DRAW BAR RATED AT NOT LESSTHAN 53,000 POUNDS (CATERPILLAR D-8 OR EQUIVALENT).ii.TRENCH EXCAVATION - MATERIAL OF ½ CY OR MORE WHICH CANNOT BE EXCAVATED WITH A POWERSHOVEL HAVING THE CAPACITY OF AT LEAST THAT OF A CATERPILLAR 225.8.THE CLASSIFICATION OF SOILS INCLUDE: TOPSOIL, FILL MATERIAL, UNSUITABLE MATERIAL, AND ROCKEXCAVATION. THE CLASSIFICATION OF SOILS IS THE RESPONSIBILITY OF THE GEOTECHNICAL SOIL TESTINGFIRM.9.FILL MATERIAL (INCLUDING OFF SITE BORROW) SHALL BE FROM A SOURCE APPROVED BY THE SOIL TESTINGCOMPANY AND SHALL BE FREE OF ROOTS, ORGANICS AND BOULDERS LARGER THAN 3 INCHES.10.ACCESSIBLE PARKING STALLS SHALL HAVE A MAXIMUM CROSS AND RUNNING SLOPE OF 2%.11.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FITAND CONTINUOUS GRADE.13.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVEDAREAS.14.AN AS-BUILT OF THE UNDERGROUND DETENTION SYSTEM, PRODUCED BY A NC REGISTERED LANDSURVEYOR, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND COMMENT.15. ALL FILL AND WASTE SOIL MUST BE TO OR FROM A PERMITTED SITE.SITE NOTES1.EXISTING SITE CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPORTANY DIFFERENCES FROM THE PLAN THAT WILL AFFECT CONSTRUCTION IN WRITING TO THE ENGINEER AND AWAITFURTHER INSTRUCTIONS.2.BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THEJOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANYDISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.3.ALL WORK IN THE RIGHT OF WAY SHALL BE VERIFIED WITH THE APPROVED ENCROACHMENT PERMIT PRIOR TOCOMMENCING WORK.4.ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TOBE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES.5.ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM OUTSIDE FACE OF BUILDING WALL, FACE OFCURB LINE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. CURB AND GUTTER IS SHOWN AS THREE (3) LINES(OUTSIDE EDGE OF GUTTER, FACE OF CURB, AND BACK OF CURB).6.R DENOTES FACE OF CURB OR EDGE OF PAVEMENT RADIUS. ALL RADII ARE 5 FEET UNLESS NOTED OTHERWISE.7.AN ELECTRONIC FILE OF THE SITE PLAN SHALL BE MADE AVAILABLE FOR STAKING PURPOSES.8.ALL REFERENCE TO STATE STANDARDS AND SPECIFICATIONS ARE MADE FROM THE NORTH CAROLINA HIGHWAYDEPARTMENT'S STANDARD SPECIFICATION, LATEST EDITION.9.IF ANY CONFLICTS BETWEEN THE NOTES, DETAILS, SPECIFICATIONS, AND DRAWINGS OCCUR THEN BY RULE THESTRICTER SHALL GOVERN.10.THE CONTRACTOR SHALL MAINTAIN AN “AS BUILT” SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALLPIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THEPROJECT.11.“STOP” SIGNS, AND OTHER TRAFFIC REGULATION SIGNAGE, SHALL MEET THE CRITERIA OF THE MUTCD AND STATEDEPARTMENT OF TRANSPORTATION STANDARDS.12.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND OSHASTANDARDS.13.THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR THE CONDITION OF THE SITE, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION.14.THE ENGINEER'S REVIEW OF THE CONTRACTOR'S WORK PRODUCT AND PERFORMANCE WILL NOT INCLUDEREVIEW OF THE CONTRACTOR'S SAFETY PROGRAMS. SUCH REVIEWS ARE TO BE BY OSHA INSPECTORS AND THEOWNER'S REPRESENTATIVE.15.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY TRAFFIC CONTROLDEVICES DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL EQUIPMENT BE LOADED OR OFF-LOADEDON AN OPEN ROADWAY. IF SUCH ACTIVITY IS REQUIRED THE CONTRACTOR SHALL COORDINATE SHUTTING DOWNTHE ROAD WITH THE APPROPRIATE DOT AND UTILIZE APPROPRIATE TRAFFIC CONTROL WARNING DEVICES.16.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS,PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION ISGRANTED.17.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE “CONSTRUCTION LIMITS” BROOM CLEAN AT ALLTIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE.UTILITY NOTESGENERAL:1.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.2.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTOR 72 HOURS BEFORE CONNECTING TO ANYEXISTING LINE.3.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENTELEVATIONS, AND TO BE 6”FINISHED GROUND ELEVATIONS.4.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRE BY CODESAND/OR UTILITY SERVICE COMPANIES.WATER:1.PVC DENOTES POLYVINYL CHLORIDE PIPE. PVC SHALL COMPLY WITH ASTM D 2241, RATED SDR 21 (CLASS 150). PIPEJOINTS SHALL BE INTEGRALLY MOLDED BELL ASTM D 3139, WITH FACTORY SUPPLIED ELASTOMERIC GASKETS ANDLUBRICANT.2.CP DENOTES COPPER PIPE. CP SHALL BE TYPE "K" SOFT COPPER TO COMPLY WITH ASTM B 88 LATESTEDITION AND INSTALLED WITH WROUGHT COPPER (95-5 TIN ANTIMONY SOLDER JOINT) FITTINGS INACCORDANCE WITH ASME B16.22.3.ALL WATER LINES SHALL HAVE A MINIMUM COVER OF THREE (3) FEET, UNLESS NOTED OTHERWISE.4.WHERE POTABLE WATER LINES AND SANITARY SEWER LINES CROSS WITH LESS THAN 18” OF VERTICAL CLEARANCEOR WHERE THE SEWER LINE IS ABOVE THE WATER LINE, THE SEWER LINE SHALL BE PRESSURE RATED PVC PIPE,MEETING THE AWWA C900-DR18 OR C905-DR18 WITH A MINIMUM VERTICAL CLEARANCE OF 12” SPECIFICATION FOR AMINIMUM LENGTH OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF 10FEET (EDGE TO EDGE) BETWEEN POTABLE WATER LINES AND SEWER LINES SHALL BE MAINTAINED WHEN AT ALLPOSSIBLE. WHEN THE 10 FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED THE WATER LINE SHALL BEINSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 12” ABOVE THE SEWER LINE.ALTERNATIVELY, THE SEWER LINE SHALL BE ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR PRESSURE RATED PBCPIPE (MEETING AWWA C-900 OR C905 SPECIFICATION) AND PRESSURE TESTED.5.CONNECT TO EXISTING MUNICIPAL WATER SYSTEM IN COMPLIANCE WITH THE UTILITY REQUIREMENTS FOR NEWSERVICE CONNECTIONS.6.THRUST BLOCKS OR MECHANICAL JOINT RESTRAINTS SHALL BE USED AT ALL BENDS AND TEES.7.ALL DOMESTIC WATER LINES SHALL BE DISINFECTED PER AWWA REQUIREMENTS OR STATE REQUIREMENTS,WHICHEVER IS MORE STRINGENT.8.REFER TO LANDSCAPE IRRIGATION PLAN FOR IRRIGATION REQUIREMENTS.9.WATER INSTALLATION SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.SANITARY SEWER:1.GRAVITY PVC PIPES SHALL BE SDR 35 AND COMPLY WITH ASTM D3034 SPECIFICATIONS. PIPE JOINTS SHALL BEINTEGRALLY MOLDED BELL ASTM D 3139, WITH FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT. PVCDENOTES POLYVINYL CHLORIDE PIPE.2.ALL PIPES, FITTINGS AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C 12, ASTM C 14,MANUFACTURER'S PUBLISHED INSTRUCTIONS AND STATE OR LOCAL REQUIREMENTS. JOINTS SHALL BE WATERTIGHT.3.ALL PIPE SHALL HAVE A MINIMUM COVER OF THREE (3) FEET.4.CONNECT TO EXISTING SANITARY SEWER LATERAL IN COMPLIANCE WITH CITY AND/OR SEWER DISTRICTREGULATIONS.5.SANITARY SEWER CLEAN OUTS SHALL BE SPACED A MAXIMUM OF 50' ON CENTER AND AT ALL BENDS GREATER THAN45 DEGREES. REFER TO DETAIL SHEETS.6.ALL 90 DEGREE TURNS SHALL BE ACCOMPLISHED BY 45 DEGREE ELBOWS.7.SEWER INSTALLATION AND TESTING SHALL CONFORM TO MUNICIPALITY/GOVERNING AGENCY STANDARDS.8.CORE AND BOOT EXISTING MANHOLES 2 FEET OR LESS FROM BOTTOM.STORM SEWER:1.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.2.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFICBEARING RING AND COVERS. JUNCTION BOXES, IN UNPAVED AREAS SHALL BE 6” ABOVE FINISH GRADE. LIDS SHALLBE LABELED “STORM SEWER” AND/OR “NO DUMPING, DRAINS TO THE RIVER” OR ENVIRONMENTAL MESSAGE ASREQUIRED BY LOCAL JURISDICTION.3.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATEGENERAL NPDES PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.4.REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO ASTM C76, LATEST EDITION. RCP WITH COVER LESS THAN15' AND GREATER THAN 2' SHALL BE CLASS III BELL AND SPIGOT TYPE AND INSTALLED WITH FLEXIBLE PLASTIC(BITUMEN) GASKETS AT ALL JOINTS, UNLESS OTHERWISE NOTED. ALL OTHER DEPTHS OF COVER SHALL BE CLASS IVOR V AS NOTED. GASKETS SHALL COMPLY WITH AASHTO M-198 751, TYPE B, AND SHALL BE INSTALLED IN STRICTACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.5.ALL CORRUGATED PLASTIC PIPE (HDPE) SHALL MEET THE REQUIREMENTS OF AASHTO M-294, TYPE S, SHALL BESMOOTH INTERIOR WITH ANNULAR CORRUGATED EXTERIOR. HI-Q SURE-LOCK 10.8 PIPE, ADS, N-12, OR APPROVEDEQUAL. ALL JOINTS SHALL BE BELL AND SPIGOT AND SHALL MEET THE REQUIREMENTS OF AASHTO M-294 SHALL BEWATERTIGHT, MEETING THE REQUIREMENTS OF ASTM D 3212. THE GASKETS SHALL BE MADE OF POLYISOPRENEMEETING THE REQUIREMENTS OF ASTM F 477. INSTALLATION SHALL CONFORM TO AASHTO M-294, ASTM D 2321, ANDMANUFACTURER'S INSTALLATION PROCEDURES. THE MAXIMUM COVER ALLOWED OVER THE TOP OF CPP IS 15'.6.ROOF DRAINS SHALL BE 8"Ø SCHEDULE 80 PVC.7.STRUCTURES SHALL BE PRECAST OR CONCRETE BRICKS WITH CLASS M MORTAR. THE MAXIMUM HEIGHT OFUNREINFORCED MASONRY ALLOWED IS 8' WITHOUT A PROFESSIONAL ENGINEER'S DESIGN. STEPS ARE TO BEPROVIDED IN ALL STRUCTURES GREATER THAN 42” IN DEPTH.8.STRUCTURE DIMENSION SHALL BE AT A MINIMUM:15" PIPE: 2'X3'9.FRAME AND GRATE SPECIFICATIONS ARE AS FOLLOWS: CURB INLET (CI): TINDALL CAST IRON HOODED FRAME AND GRATE I23-CG0 OR APPROVED ALTERNATE.LANDSCAPE NOTES1.PLANT GUARANTEE: ALL PLANTS HALL BE GUARANTEED TO LIVE FOR TWELVE MONTHS. THE GUARANTEE SHALLCOMMENCE UPON FINAL ACCEPTANCE OF THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHYCONDITION BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTMATERIAL AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A GUARANTEED REPLACEMENT.2.ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED.3.ALL STRAPPING AND THE TOP 2/3 OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM ROOT BALLS PRIORTO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.4.ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE WITH THE AREA SPECIFIED ON PLANSWITH GRASS SPECIES RECOMMENDED FOR REGION AS PRESCRIBED IN THE SEEDING SCHEDULE AS SHOWN ONTHIS SHEET.5.SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES.6.MULCH ALL AREAS THAT ARE NOT SEEDED OR SODDED WITH SHREDDED HARDWOOD MULCH OR APPROVEDEQUAL AS SPECIFIED TO A DEPTH OF 3””7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS SHALL RULE OVER PLANT LISTS.8.SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.SUBSTITUTIONS MAY REQUIRE ADDITIONAL APPROVAL BY THE GOVERNING JURISDICTION.9.ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE AND DEBRIS AT ALL TIMES.10.TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND GUYS.SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES ANDSHRUBS SHALL BE FASTENED TOT THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC ORHOSE COVERED WIRE.GRASSING SPECIFICATIONTEMPORARY VEGETATIONAPRIL 1 TO AUGUST 31 SEED: 50 LBS/ACRE BROWNTOP MILLETAUGUST 1 - APRIL 30SEED: 110 LBS/ACRE RYE GRAINSEPTEMBER 1 - APRIL 30SEED: 15 LBS/ACRE RYE GRAIN - GCFERTILIZATION: 700 LBS/ACRE 10-10-10 EQUIVALENT (POOR SOILS ONLY)LIME: NOT REQUIREDMULCH: HYDRO-MULCH OR STRAW (OPTIONAL)1.HYDROSEED ALL SLOPES AND SEED REMAINING AREAS BY CONVENTIONAL METHODS FOR COST EFFECTIVENESS.2.SEED BED PREPARATION: STANDARD (RIPPING, DISCING, DRAGGING, ETC.)PERMANENT VEGETATIONAPRIL 1 - JULY 31 SEED: 50 LBS/ACRE COMMON BERMUDAGRASS (HULLED) - GCAUGUST 1 - MARCH 31 SEED: 15 LBS/ACRE COMMON BERMUDAGRASS (UNHULLED) - GCSEPTEMBER 1 - APRIL 30 SEED: 50 LBS/ACRE TALL FESCUE (KY 31)APRIL 1 - AUGUST 31 SEED: 10 LBS/ACRE BROWNTOP MILLET1.GRASS SHALL BE PROVIDED FOR ALL DISTURBED AREAS.2. FERTILIZER SHALL BE COMMERCIAL TYPE 17-17-17 APPLIED AT A MINIMUM RATE OF 1000 LBS/ACRE.3. LIME SHALL BE AGRICULTURAL GRADE GROUND LIMESTONE, CONTAINING AT LEAST 34% MAGNESIUM CARBONATEAPPLIED AT A MINIMUM RATE OF 2000 LBS/ACRE.4.SEED SHALL BE A MINIMUM 90% PURITY AND 80% GERMINATION.5.AREAS TO HAVE GRASS APPLIED SHALL BE SCARIFIED CULTIVATED TO A DEPTH OF 3 INCHES, WITH ALL CLODS ORCLUMPS BROKEN UP AND FOREIGN MATERIAL AND DEBRIS REMOVED.6. FERTILIZER AND LIME SHALL BE THOROUGHLY WORKED INTO THE SOIL AND THE SURFACE RAKED SMOOTHBEFORE APPLYING SEED.7. SEEDED AREA SHALL BE DRESSED SMOOTH, AND THEN MULCH (STRAW) SHALL BE APPLIED MECHANICALLY AT4000 LBS/ACRE. AREAS SHALL BE SPRAYED WITH EMULSION TO BIND SEED AND PREVENT EROSION IMMEDIATELYAFTER SEEDING.SITE DATA1.TMS # R04406 - 001 - 001 - 0012.PROPERTY SIZE: 0.33 ACRES3.TOTAL DISTURBED AREA: 0.5 ACRES4.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PERF.I.R.M. COMMUNITY PANEL NUMBER 3720315900J WITH AN EFFECTIVE DATE04/03/2006.5.EXISTING INFORMATION WAS OBTAINED FROM A TOPOGRAPHICSURVEY DATED 08/02/2021 AND PREPARED BY:PORT CITY LAND SURVEYING, PLLC1144 SHIPYARD BOULEVARDWILMINGTON, NC 28412910.791.00806.THE BUILDING FOOTPRINT WAS OBTAINED FROM AN ARCHITECTURALFLOOR PLAN DATED 05/19/2021.PAVEMENT NOTES1.ALL PAVING WORK (MATERIALS AND CONSTRUCTION) SHALL COMPLY WITH NC DOT STANDARDS ANDSPECIFICATIONS FOR HOT-MIXED ASPHALT PAVEMENT AND PORTLAND CEMENT CONCRETE PAVEMENT. (REFER TOC6.0 FOR PAVEMENT SECTION DETAILS FOR DEPTHS OF LAYERS).2.ALL PAVEMENT SHALL BE INSTALLED ON A FINISHED AND WELL-DRAINED SUBGRADE COMPACTED AS SPECIFIED INPREVIOUS NOTES.3.BASE COURSE MATERIAL FOR ASPHALT PAVEMENT SHALL BE STONE AGGREGATE BASE COURSE (ABC) ANDCOMPACTED TO 95% STANDARD PROCTOR.4.CONCRETE PAVEMENT SHALL CONSIST OF 4,000 PSI CONCRETE AND A BASE COURSE WITH STONE AGGREGATE BASECOURSE COMPACTED TO 95% MODIFIED PROCTOR. CONCRETE SHALL BE BROOM FINISHED AND JOINTED ASREQUIRED.5.CONCRETE CURB AND GUTTER SHALL BE 18”WIDE WITH STANDARD CURB CONSTRUCTED WITH 3,000 PSICONCRETE WITH EXPANSION JOINTS AND CONTRACTION JOINTS INSTALLED TO COMPLY WITH STATE DOT STANDARDSPECIFICATION FOR MATERIALS AND CONSTRUCTION OF CURB AND GUTTER.6.CONCRETE SIDEWALK SHALL CONSIST OF 3,000 PSI CONCRETE OVER COMPACTED SUBGRADE. CONCRETE SHALL BEBROOM FINISHED AND JOINTED AS REQUIRED.7.ALL PARKING LOT STRIPING SHALL BE PER STATE DOT SPECIFICATIONS WITH TWO (2) COATS OF PAINT APPLIED.PARKING LOT STRIPING, STOP BARS AND DIRECTIONAL ARROWS SHALL BE REFLECTIVE WHITE PAINT.CONSTRUCTION SEQUENCE:1.SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING, IF REQUIRED.2.DETERMINE AND MARK LIMITS OF DISTURBANCE.3.CLEAR AREA AS REQUIRED TO INSTALL INITIAL EROSION CONTROL MEASURES (PERIMETER SILTFENCE AND CONSTRUCTION ENTRANCE).4.INSTALL INITIAL EROSION CONTROL MEASURES (PERIMETER SILT FENCE AND CONSTRUCTIONENTRANCE).5.CLEAR REMAINING LIMITS OF DISTURBANCE.6.STORE TOPSOIL ON SITE WITH A SINGLE ROW OF SILT FENCE IMMEDIATELY DOWNSTREAM.7.BEGIN MASS GRADING AND UTILITY INSTALLATION.8.INSTALL INLET PROTECTION AS INLETS ARE CONSTRUCTED.9.CONSTRUCT BUILDINGS AND PAVEMENT.10.PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT THE FINAL GRADE AND IN SEASON.FERTILIZE, WATER, AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STANDOF GRASS11.AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED:11.1.REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREADEVENLY ACROSS THE SITE.11.2.REMOVE TEMPORARY EROSION CONTROL MEASURES (SILT FENCE), SMOOTH AREA AND APPLYAPPROPRIATE GRASS.NOTES:1.DISTURBED AREAS AND EROSION CONTROL MEASURES WILL BE MAINTAINED THROUGHOUT THELIFE OF THE PROJECT.2.INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENTTHAT PRODUCES 1/2" OR MORE PRECIPITATION.SITENOTESC1.0SECTION 1: GROUND STABILIZATION*REQUIRED GROUND STABILIZATION TIMEFRAMES*EXTENSIONS OF TIME MAY BE APPROVIED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE. (SECTION II.B(2)(b))SITE AREADESCRIPTIONTIMEFRAME VARIATIONS-7 DAYS FOR PERIMETER DIKES, SWALES,DITCHES, PERIMETER SLOPES AND HQW ZONES-10 DAYS FOR FALLS LAKE WATERSHED UNLESSTHERE IS ZERO SLOPESTABILIZE WITHIN THISMANY CALENDAR DAYSAFTER CEASING LANDDISTURBANCE77714NONENONEPERIMETER DIKES,SWALES, DITCHES, ANDPERIMETER SLOPESHIGH QUALITY WATER(HQW) ZONESSLOPES STEEPERTHAN 3:1IF SLOPES ARE 10' OR LESS IN LENGTH AND ARENOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWEDSLOPES 3:1 TO 4:1AREAS WITH SLOPESFLATTER THAN 4:114-7 DAYS FOR SLOPES GREATER THAN 50' INLENGTH AND WITH SLOPES STEEPER THAN 4:1-7 DAYS FOR PERIMETER DIKES, SWALES,DITCHES, PERIMETER SLOPES AND HQW ZONES-10 DAYS FOR FALLS LAKE WATERSHEDSECTION 2: BUILDING WASTES HANDLINGNO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINSDEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTESMUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NOREASONABLE ALTERNATIVES AVAILABLE.EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINSAND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.CONCRETE MATERIALS UST BE CONTROLLED TO AVOID CONTACT WITHSURFACE WATERS, WETLANDS, OR BUFFERSSECTION 4: INSPECTIONSSAME WEEKLY INSPECTION REQUIREMENTSSAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENTINSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS ASITE-SPECIFIC EXEMPTION IS APPROVEDRECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.SECTION 6: CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANSDESIGNATION ON THE PLANS WHERE THE 21 DAY GROUND STABILIZATION REQUIREMENTS OFTHE NPDES PERMIT APPLYDESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE SURFACE-WITHDRAWALREQUIREMENTS OF THE NPDES PERMIT ARE LOCATED.SECTION 7: BUILDING WASTES HANDLINGNO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINSDEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTESMUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NOREASONABLE ALTERNATIVES AVAILABLE.EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINSAND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.CONCRETE MATERIALS UST BE CONTROLLED TO AVOID CONTACT WITHSURFACE WATERS, WETLANDS, OR BUFFERS11/12/21 10846.345EP,10946.207EP,11046.071EP,11145.711EP,11245.496EP,113 44.300EP,11443.769EP,11543.650EP,116 44.028EP,11745.018EP,118 45.771EP,11946.144EP,12046.144EP,12146.076EP,12245.754EP,12345.579EP,12444.954EP,12544.885EP,12644.977EP,12744.685WM,1450.000SIGN,1460.000SIGN,27 PINE,14 PINE,TWIN 12 OAKS,10 8 7 MAPLE,18 OAK,36 OAK,16 MAPLE,18 OAK,16 OAK,19 OAK,18 MAPLE,44.790BC,44.576BC,43.918BC,43.361BC,42.586BC,41.850BC,R/WCAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225' ACCESS EASEMENT M.B. 21, PG. 52.CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-2R/W 1-S-FRAMEA-ATLANTICLOCKSMITH#7250A1-S-FRAMEFERMENTALBEER & WINE#7250BPORCHPORCH WD. RAMPPAVERSPAVERSDECK HVACGRASSPRIME IDSIGNWELLGRAVELPPEDGE OF PAVEMENTASPHALTGRAVELPPRAMPPAVERSPAVERSGATEPOR.STEPSSTEPS GRAVELLANDSCAPEDPAVERS WD.WALKBRICK WALK ORDERWINDOWLS. TIMBERLS. TIMBER LS. TIMBER ICE UNITWD.FENCE WOOD WALKW/PLANTERSFREEZER POR.HVACLS. TIMBERLS. TIMBERPAVERSSTEPSBAR STAGE LS. TIMBER TRAFFICSIGNAL POLETRAFFICSIGNAL BOXFIRE HYDRANTWMEX. CURBEIPEIPBENCHMARK:MAG NAIL SET.ELEV. 45.32'DATUM: NAVD '88BENCHMARK:MAG NAIL SET.ELEV. 41.90'DATUM: NAVD '88R/WR/WR/WFFE=46.53'FFE=46.34'BENCHMARK:NAIL SET IN PPELEV. 46.85'DATUM: NAVD '88PUE AREA 1, DB 6070 PG 520 TCE, DB 6070 PG 52017SIPNIPSEIPRW.DISC. PUE AREA 2 DB 6070 PG 520 RW.DISC.RW.DISC.RW.DISC.179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" EEIP R=4462'APPROX. W/L PERNCDOT R/W PLANS50' ACCESS EASMENTPER DB 1218 PAGE 279WENDOVER LANE60' PUBLIC RIGHT-OF-WAYUS HWY 17/MARKET STREETVARIABLE RIGHT-OF-WAYNCDOT PROJECT U-4902, HB3 PG 119-135 PNRSABCSONI TITAATIE.CTEDERSSSheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SCALE : 1 INCH = 10 FT10'05'10'20'30'***CAUTION***ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTORSHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITHPRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO ORINTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANYDAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.LEGENDDENOTES EXISTING ITEMTO BE REMOVEDDENOTES EXISTING ITEMTO REMAINKnow what'sbelow.before you dig.CallRREFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.KEYNOTES:REMOVE EXISTING STRUCTURECOORDINATE UTILITY POLE RELOCATION WITHUTILITY PROVIDERREMOVE EXISTING TIMBER RETAINING WALLREMOVE EXISTING SITE IDENTIFICATION SIGNREMOVE EXISTING TREE AS SHOWNCLEAR REMAINING VEGETATION WITHIN THE LIMITSOF DISTURBANCE.1234DENOTES PAVEMENTTO BE REMOVEDDEMOLITIONPLANC2.056DENOTES GRAVELTO BE REMOVED11111112333455511/12/21 1450.000SIGN,1460.000SIGN,14 PINE,TWIN 12 OAKS,36 OAK,16 MAPLE,18 OAK,16 OAK,19 OAK,R/WCAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225' ACCESS EASEMENT M.B. 21, PG. 52.CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-2R/W WELLPPEDGE OF PAVEMENTTRAFFICSIGNAL POLETRAFFICSIGNAL BOXFIRE HYDRANTWMEX. CURBR/WR/WR/WPUE AREA 1, DB 6070 PG 520 TCE, DB 6070 PG 52017SIPPUE AREA 2 DB 6070 PG 520 179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" E R=4462'APPROX. W/L PERNCDOT R/W PLANS50' ACCESS EASMENTPER DB 1218 PAGE 279WENDOVER LANE60' PUBLIC RIGHT-OF-WAYUS HWY 17/MARKET STREETVARIABLE RIGHT-OF-WAYNCDOT PROJECT U-4902, HB3 PG 119-135B B4645444444434243 42 41 4443FFE: 44.5TxBVPPNRSABCSONI TITAATIE.CTEDERSSSheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411LEGENDSILT FENCEREFER TO C6.1LIMITS OFDISTURBANCESCALE : 1 INCH = 10 FT10'05'10'20'30'REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.KEYNOTES:INSTALL CONSTRUCTION ENTRANCE. REFER TO C6.1.INSTALL TEMPORARY STOCKPILE AREA. REFER TOC6.1.REFER TO C5.1 FOR CONTINUATION OF SEWERDISTURBANCE12TEMPORARY INLETPROTECTIONREFER TO C6.1EROSIONCONTROLPLANC2.1CONCRETE WASHOUT AREAREFER TO C6.1STORM PIPEREFER TO C4.0123311/12/21 14 PINE,TWIN 12 OAKS,36 OAK,16 MAPLE,18 OAK,16 OAK,19 OAK,R/WCAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225' ACCESS EASEMENT M.B. 21, PG. 52.CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-2R/W WELLPPEDGE OF PAVEMENT35' BLDG S/BTRAFFICSIGNAL POLETRAFFICSIGNAL BOXFIRE HYDRANTWMEX. CURBR/WR/WR/WPUE AREA 1, DB 6070 PG 520 TCE, DB 6070 PG 520PUE AREA 2 DB 6070 PG 520 179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" E 50' BLDG S/BR=4462'APPROX. W/L PERNCDOT R/W PLANS50' ACCESS EASMENTPER DB 1218 PAGE 27912.5' LANDSCAPE S/B5' ACCESSORY S/B 5' ACCESSORY S/BWENDOVER LANE60' PUBLIC RIGHT-OF-WAYUS HWY 17/MARKET STREETVARIABLE RIGHT-OF-WAYNCDOT PROJECT U-4902, HB3 PG 119-135 5' ACCESSORY S/B5' ACCESSORY S/B 12.5' LANDSCAPE S/B 22'5'13'13'18'5'20'10'27.2'10'14 . 4 '8'24'24'9'8'8'10'BB8' PARKING S/B 8' PARKING S/B27'28.4'0' BLDG S/B0' BLDG S/BFFE: 44.5R5'R3'R8'R15'R15'R5'22'8'R5'R10'R2'R2'R2'R2'12'12'R10'R15'R20'R25'R5'R5'40.8'55.2'102.7'51.3'3'5'6'5'5' 39.1'TxBPNRSABCSONI TITAATIE.CTEDERSSANGLE:STALL SIZE:AISLE DIMENSION:SPACES SHOWN:MIN. REQUIREMENT:TOTAL SPACES PROVIDED: 5 SPACES90°60°0°ADA9' X 18'9' X 18'8' X 22'8' X 18'22'213 SPACES-22'-PROVIDED PARKING:-2ZONING REQUIREMENTS:SITE ZONING: B-2 REGIONAL BUSINESS DISTRICTFRONTRIGHTLEFTREARBUILDING SETBACKS:50'35'0'0'PARKING REQUIREMENTS:3 SPACES / 1,000 SF OF OFFICE/WAITING + 1 SPACE / BAY186 SF / 1,000 * 3 + 2 BAYS / 13 SPACES REQUIREDACCESSORY SETBACKS:5'5'5'5'LANDSCAPE SETBACKS:12.5'12.5'--PARKING SETBACKS:8'-8'-Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411DENOTES ASPHALT PAVEMENTDENOTES CONCRETE PAVEMENTDENOTES CONCRETE SIDEWALKDENOTES NUMBER OF PARKINGSTALLS IN A ROWSCALE : 1 INCH = 10 FT10'05'10'20'30'REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.10KEYNOTES:CONSTRUCT CONCRETE CURB AND GUTTER. REFERTO C6.0.CONSTRUCT ROLLED CURB. REFER TO C6.0ACCESSIBLE PARKING AREA. REFER TO C6.0.CONSTRUCT SIDEWALK RAMP (1:12 MAX SLOPE).PAINT 4'' WIDE WHITE STRIPE (TYP.) REFER TO C6.0.INSTALL CONCRETE BOLLARD. REFER TO C6.0.INSTALL TRASH ENCLOSURE. REFER TO A/E PLANS.PROPOSED TRANSFORMER PAD. REFER TO C5.0.TAPER CURB TO BE FLUSH WITH PROPOSEDPAVEMENT OVER 2'STABILIZE ALL NON HARD SURFACE AREAS WITHINTHE LIMITS OF DISTURBANCE WITH VEGETATION.REFER TO THE LANDSCAPE PLAN FOR DETAILS.1234567SITE PLANC3.089101111111112223456666667899991010101010611/12/21 14 PINE,TWIN 12 OAKS,36 OAK,16 MAPLE,18 OAK,16 OAK,19 OAK,R/WCAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225' ACCESS EASEMENT M.B. 21, PG. 52.CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-2R/W WELLPPEDGE OF PAVEMENTTRAFFICSIGNAL POLETRAFFICSIGNAL BOXFIRE HYDRANTWMEX. CURBR/WR/WR/WPUE AREA 1, DB 6070 PG 520 TCE, DB 6070 PG 520PUE AREA 2 DB 6070 PG 520 179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" E R=4462'APPROX. W/L PERNCDOT R/W PLANS50' ACCESS EASMENTPER DB 1218 PAGE 279WENDOVER LANE60' PUBLIC RIGHT-OF-WAYUS HWY 17/MARKET STREETVARIABLE RIGHT-OF-WAYNCDOT PROJECT U-4902, HB3 PG 119-135B B4644.544.044.544.044.544.0454444.544.043.643.444.544.044.044.544.044.443.943.743.743.543.043.943.44444434243 42 41 43.342.843.042.543.142.8444342.842.343.142.642.642.142.942.442.942.441.441.442.141.641.442.642.1CURB INLETRIM:42.7INV:39.7INV:39.0SURFACE:42.5CHAMBER INV:39.0SURFACE:43.9CHAMBER INV:39.044.544.744.244.744.244.343.944.544.544.444.344.245.1FFE: 44.5TxAABVP24± LF OF 12"Ø HDPESTORM SEWER AT3.0% SLOPESECTION A-ASCALE: 1"=5' HORIZONTALSCALE: 1"=2.5' VERTICALVIEW PORT WITHTHREADED PLUG CAP.REFER TO CX.XASPHALT PAVEMENTREFER TO C6.0WASHED AND SCREENED#57 AGGREGATEUNDISTURBED SOILSUBTERRANEAN STORMTANKINFILTRATION SYSTEM.REFER TO C6.3COMPACTEDBACKFILL3839404142434445370+050+000+100+150+200+250+300+350+400+450+5038394041424344453724" COVER OVER TOP OF MODULE (MIN.)PNRSABCSONI TITAATIE.CTEDERSSSheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411LEGENDCONTOURSREFER TO C1.0STORM STRUCTUREREFER TO STORM DRAINAGETABLE & NOTESSTORM PIPEREFER TO NOTESDRAINAGE FLOWDIRECTIONEXISTINGPROPOSED818818ROOF DRAINSLOPE @ 1% MIN.SCALE : 1 INCH = 10 FT10'05'10'20'30'REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.820820***CAUTION***ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTORSHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITHPRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO ORINTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANYDAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.Know what'sbelow.before you dig.CallRSPOT ELEVATIONSREFER TO C1.0TW:696.9=FINISHED SURFACE AT TOP OF WALLBW:696.9=FINISHED SURFACE AT BOTTOM OF WALL984.9=TOP OF CURB984.4=BOTTOM OF CURB984.5=FINISHED SURFACEGRADING &DRAINAGEPLANC4.011/12/21 14 PINE,TWIN 12 OAKS,36 OAK,16 MAPLE,18 OAK,16 OAK,19 OAK,R/WCAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225' ACCESS EASEMENT M.B. 21, PG. 52.CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-2R/W WELLPPEDGE OF PAVEMENTTRAFFICSIGNAL POLETRAFFICSIGNAL BOXFIRE HYDRANTWMEX. CURBR/WR/WR/WPUE AREA 1, DB 6070 PG 520 TCE, DB 6070 PG 520PUE AREA 2 DB 6070 PG 520 179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" E R=4462'APPROX. W/L PERNCDOT R/W PLANS50' ACCESS EASMENTPER DB 1218 PAGE 279WENDOVER LANE60' PUBLIC RIGHT-OF-WAYUS HWY 17/MARKET STREETVARIABLE RIGHT-OF-WAYNCDOT PROJECT U-4902, HB3 PG 119-135B BFFE: 44.5COCOCOCOTxBSINV: 41.5INV: 38.3VP2.6%2. 6 % 2.6%PNRSABCSONI TITAATIE.CTEDERSSSheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411LEGENDWATER LINEREFER TO C1.0SEWER LINEREFER TO C1.0ELECTRICTELEPHONESTORM PIPEREFER TO C4.0STORM STRUCTUREREFER TO C4.0EXISTINGPROPOSEDSANITARY MANHOLEFIRE HYDRANTREFER TO C6.3UTILITY POLEROOF DRAINREFER TO C4.0SANITARY CLEAN-OUTREFER TO 6.3COSCALE : 1 INCH = 10 FT10'05'10'20'30'REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.***CAUTION***ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTORSHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITHPRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO ORINTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANYDAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.Know what'sbelow.before you dig.CallRREFER TO C5.1 FOR SANITARY SEWER MAIN EXTENSION PLANS.TAP SANITARY MANHOLE AND INSTALL APPROXIMATELY 125± LF OF4" PVC WITH SANITARY SEWER CLEANOUTS EVERY 50' O.C. REFERTO C6.2 FOR DETAIL.REUSE EXISTING WATER METER AND INSTALL REDUCED PRESSUREBACKFLOW PREVENTER. CONTRACTOR TO COORDINATE WITHUTILITY PROVIDER.INSTALL APPROXIMATELY 70± LF OF 1" COPPER DOMESTIC WATERSERVICE LINE TO THE PROPOSED BUILDING.COORDINATE INSTALLATION OF TRANSFORMER PAD WITH UTILITYPROVIDER. CONTRACTOR SHALL INSTALL CONDUITS AND LINES TOPROPOSED BUILDING.KEY NOTES:12345UTILITY PLANC5.0WATER:CAPE FEAR PUBLIC UTILITYAUTHORITY235 GOVERNMENT CENTERDRIVEWILMINGTON, NC 28403910.332.6560ELECTRIC:DUKE ENERGY1451 MILITARY CUTOFF ROADWILMINGTON, NC 28403800.452.2777SSEWER:CAPE FEAR PUBLIC UTILITYAUTHORITY235 GOVERNMENT CENTERDRIVEWILMINGTON, NC 28403910.332.6560UTILITY CONTACTS12234511/12/21 PNRSABCSONI TITAATIE.CTEDERSSR/WR/WCO38' 3 9 ' 4 0 ' 41'FHWVWVWENDOVER LANE60' PUBLIC RIGHT-OF-WAYSS2+09.80+00.01+00.02+00.00+50.01+50.0SANITARY SEWER MANHOLE #2SANITARY SEWER MANHOLE #1SSMHRIM=37.66'INV.IN=26.14' (N)INV.OUT=26.09' (E)SHADED AREA DENOTES REMOVE ANDREPLACE PAVEMENT AS NECESSARYFOR SANITARY SEWER MAIN EXTENSION.REFER TO C6.2 FOR DETAILS.ELEVATIONSTATIONProfile View of Sanitary Sewer Main ExtensionVertical Scale: 1" = 5'Horizontal Scale: 1" = 10'252627282930313233343536373839404142434445252627282930313233343536373839404142434445-0+100+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+20SANITARY SEWER MANHOLE #2STATION: 0+00.0RIM: 42.0INV IN: 38.3INV OUT: 38.0SANITARY SEWER MANHOLE #1STATION: 2+09.8RIM: 37.7INV IN: 33.0INV IN: 26.1INV OUT: 26.1EXISTING SURFACEINSTALL OUTSIDEDROP MANHOLEREFER TO C6.2205.8 LF OF 8"Ø PVC PIPE @ 2.4%PROPOSEDEXISTINGEXISTING(4"Ø)Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SCALE : 1 INCH = 10 FT10'05'10'20'30'REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.***CAUTION***ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTORSHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITHPRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO ORINTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANYDAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.Know what'sbelow.before you dig.CallRSANITARYSEWER PLAN& PROFILEC5.1LEGENDSEWER MAINREFER TO C1.0EXISTINGPROPOSEDSANITARY MANHOLEFIRE HYDRANTREFER TO C6.3SFHSOVERHEADPOWERWATER LINECLFINISHEDGRADEMINIMUM SIDE CLEARANCETRENCH REQUIREMENTS FORHDPE AND PVC(SDR 35) PIPESTRENCH DETAILSNTSEQO.D. PIPEEQ#57 STONE WHEN ROCKIS ENCOUNTEREDINITIAL BACKFILL FINAL BACKFILL 6"UNDISTURBEDSOILNOTES:1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE FACE OF THE SHORING AND BRACING.2.THE TRENCH FOUNDATION SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO INSTALLING PIPE.3.SELECT BACKFILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION.4.BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8" IN NON-TRAFFIC AREAS.5.FLOWABLE FILL SHALL MEET SCDOT SPECIFICATIONS FOR EXCAVATABLE FLOWABLE FILL.TAMP WELLUNDER BOTTOMHALF OF PIPE1.25 X OUTSIDE DIA.6" MIN.OUTSIDE DROP MANHOLENTSFLEXIBLE RUBBERBOOT W/ CLAMPSSECTION1C6.2NOTE: MANHOLE MAY BE INSTALLED IN PAVED OR UNPAVED AREAS.PLAN6'' MIN6'' MINCONCRETE ENCASEMENTTEE BRANCH8" DROP PIPE90° ELBOW6" MIN.DROP PIPECONCRETEENCASEMENTFLOWFLOW 1C6.2PAVEMENT11/12/21 12744.685WM,23014 PINE,231TWIN 12 OAKS,349 36 OAK,350 16 MAPLE,351 18 OAK,352 16 OAK,353 19 OAK,R/WCAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-225' ACCESS EASEMENT M.B. 21, PG. 52.CAROLYN B PARRISHD.B. 3177, PG 364ZONE: B-2R/W WELLPPEDGE OF PAVEMENTTRAFFICSIGNAL POLETRAFFICSIGNAL BOXFIRE HYDRANTWMEX. CURBR/WR/WR/WPUE AREA 1, DB 6070 PG 520 TCE, DB 6070 PG 52017SIPPUE AREA 2 DB 6070 PG 520 179.94' TOTALS 49°50'32" E80.18'S 36°30'44" W181.18' TOTALN 49°47'41" WCH=79.96'N 37°23'15" E R=4462'APPROX. W/L PERNCDOT R/W PLANS50' ACCESS EASMENTPER DB 1218 PAGE 279WENDOVER LANE60' PUBLIC RIGHT-OF-WAYUS HWY 17/MARKET STREETVARIABLE RIGHT-OF-WAYNCDOT PROJECT U-4902, HB3 PG 119-135B BFFE: 44.5TxBPNRSABCSONI TITAATIE.CTEDERSSSheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SCALE : 1 INCH = 10 FT10'05'10'20'30'REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.***CAUTION***ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTORSHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITHPRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO ORINTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANYDAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.Know what'sbelow.before you dig.CallRLANDSCAPECOMPLIANCEPLANL1.0LEGENDIT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE IRRIGATIONCONTRACTOR, FOR IRRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM.LANDSCAPE REQUIREMENTSSTREET BUFFERYARD·(1) 25 SF PLANTING AREA / LINEAR FOOT OF ROAD FRONTAGE·1 CANOPY TREE OR 3 UNDERSTORY TREES / 600 SF OF PLANTING AREA·79.96 + 179.94 - 27 (DRIVEWAY WIDTH) = 232.9·232.9 X 25 = 5,822 SF PLANTING AREA REQUIRED·5,822 SF / 600 = 10 TREES REQUIRED·6,012 SF PLANTING AREA PROVIDED·4 STREET TREES PROVIDED, 6 STREET TREES ALREADY EXISTINGPARKING LOT·10' PLANTING STRIP AROUND PARKING AREA·1 TREE / 25 LF OF PLANTING STRIP·1 TREE / 144 SF INTERIOR LANDSCAPED AREA·1 TREE PER LANDSCAPED ISLAND·NO PARKING MORE THAN 120 FEET FROM A LANDSCAPED ISLAND7RED MAPLE ACER RUBRUM2" CALIPER MIN. 34 DWARF YAUPON HOLLYILEX VOMITORIA 'NANA' 24" MIN. HTNOTE: IF THE DENOTED SPECIES ARE UNAVAILABLEFOR PURCHASE AT THE TIME OF PLANTING, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR AN ALTERNATE SELECTION11/12/21 Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SITEDETAILSC6.06''12'' MIN 7" MIN6'' MIN 18''6'' MIN 12'' MIN.6''7'' MIN18''6'' MIN 6'' MIN 1"RNORMAL GUTTERPITCHED GUTTERCONCRETE CURB &GUTTER DETAILNTS1" 1"1"R1"1"10' MAX10' MAX.CONCRETE PAVEMENTDETAILNTS12" OF COMPACTED SUBGRADE(REFER TO C1.0 GRADING NOTES)SAWED CONTROL JOINT (1/4SLAB THICKNESS) ORCONSTRUCTION JOINT (TYP.)FINISHED SURFACE6" CONCRETEPAVEMENTCONTROL JOINT (TYP.)6" GRADEDAGGREGATE BASE4''12" PREMOLDEDEXPANSION JOINT12" COMPACTED SUBGRADE(REFER TO C1.0 GRADING NOTES)CURB & GUTTERREFER TO DETAILCONCRETE SIDEWALKNTSLIGHT BROOMFINISHED SURFACE5' MAX5' MAX.CONTROL JOINT (TYP.)CURB & GUTTERREFER TO DETAIL1%-2% CROSSSLOPE UNO9"18"3/4" 6"12"RROLLED CURB DETAILNTSASPHALT PAVEMENTNTSFINISHED SURFACE3" SURFACEASPHALT6" GRADEDAGGREGATEBASE12" COMPACTEDSUBGRADE(REFER TO C1.0GRADING NOTES)BOLLARD DETAILNTSFINISHED SURFACE(PAVEMENT ORLANDSCAPE)6"Ø STD. PIPEFILL W/ CONC.ROUND TOPGRAVELCONCRETE18" MIN.3"4'-0"4'-0"1/2"3,000 PSI AIRENTRAINEDCONCRETESTROKE WIDTH:MINIMUM = 3 INCHESSPECIAL = 4 INCHESINTERNATIONALACCESSIBILITY SYMBOLNTS*WHITE PAINTBLUE PAINT30" MN.30" MN.ASPHALT12" MIN.18" MIN.6" MIN.1'-6"3' MIN. 6'-6"2'-0"3"ACCESSIBLE SIGN DETAILNTSNOTES:1.ALL TRAFFIC CONTROL DEVICES SHALL MEET ALL CURRENT USDOT-FHWA MUTCD STANDARDS.2.ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A., FEDERAL, STATE AND LOCAL CODES AND REGULATIONS.3.PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY. VAN ACCESSIBLE SPACES ARE LOCATEDWHERE THE PASSENGER DOOR OPENS TO AN 8' MINIMUM PAINTED ACCESS AISLE.4.ALL SIGNS TO BE 0.080" THICK ALUMINUM.5.WHEN SPACE IS ADJACENT TO BUILDING, SIGN MAY BE MOUNTED TO BUILDING.6.IF THE SIGN IS WITHIN 2' OF THE TRAFFIC AREA, A 6" PIPE BOLLARD SHALL BE INSTALLED.BOLT SIGN TO TUBEWITH 3/8" CADMIUMPLATED BOLTS, NUTS, &WASHERS"U" CHANNEL POST(3 LB/FT)INSTALL 6" PIPE BOLLARD FILLEDWITH 3000 PSI CONCRETE PAINTTRAFFIC YELLOW, IF WITHIN 2' OFTRAFFIC AREA.3000 PSI CONCRETEBORDER - GREEN REFLECTORIZEDLETTERING - GREEN REFLECTORIZEDBACKGROUND - WHITE REFLECTORIZEDSYMBOL - WHITE REFLECTORIZEDBACKGROUND - BLUE REFLECTORIZEDACCESSIBLE PARKING SIGNUSDOT-FHWA MUTCD R7-8TEXT PER LOCAL CODEGREEN REFLECTORIZEDBACKGROUND - WHITE REFLECTORIZEDBORDER - GREEN REFLECTORIZEDLETTERING - GREEN REFLECTORIZEDVAN ACCESSIBLE SIGNUSDOT-FHWA MUTCD R7-8aASPHALT1'-6"6'-6"2'-6"6"BOLT SIGN TO TUBEWITH 3/8" CADMIUMPLATED BOLTS, NUTS, &WASHERS"U" CHANNEL POST(3 LB/FT)3000 PSI CONCRETEVARIES5'8'REFER TO C3.0 SLOPETO DRAIN1:50 MAX.ACCESSIBLEPARKING DETAILNTS8'ACCESSIBLE SIGN (TYP.)REFER TO DETAILCONCRETE SIDEWALKREFER TO DETAILSLOPE1:12 MAX.CONCRETE CURB &GUTTERREFER TO DETAILPAVEMENT STRIPING(45° @ 2' O.C.)REFER TO DETAILINTERNATIONALACCESSIBILITYSYMBOL REFERTO DETAIL3"-4" MUDDLE RINGPLANT BALLPLANTING SOILCONSTRUCTION SOILSHREDDED HARDWOODBARK MULCHTYPICAL CONTAINER(POTTED) DECIDUOUSSHRUB)SHRUB PIT TO COMPILEWITH DEPTHS AND WIDTHSFOUND IN THE SPECSSHRUB PLANTING DETAILNTSNOTE:-IN SOME CASES THE MULCH IS ONLY A SPECIFIEDDIAMETER - SEE PLANS AND SPECIFICATIONS FORFURTHER COORDINATION OF MULCHING-PRUNE SHRUBS AS RECOMMENDED BY GROWERVARIES PLASTIC SPIRALTREE PROTECTIONSHREDDED HARDWOODBARK MULCH3"-4" MUDDLE RINGTREE BALLPLANTING SOILCONSTRUCTION SOILNOTE:-IN SOME CASES THE MULCH IS ONLY A SPECIFIEDDIAMETER - SEE PLANS AND SPECIFICATIONSFOR FURTHER COORDINATION OF MULCHING-NONE OF THE B%B TREES ARE TO BE STAKEDUNLESS INDICATED.-ALL TREES SHOULD BE PRUNED ONLY AFTERINSTALLATION AND WATERING IN THE TREE.PRUNE TO GROWERS SPECIFICATIONS.-ALL TREES SHALL COMPLY WITH THE AMERICANSTANDARDS FOR NURSERY STOCK - INCLUDINGTREE PIT DEPTH AND WIDTH.TYPICAL B&B TREEVARIES WITH THE TYPE OF TREE SPECIFIED VARIES TREE PLANTING DETAILNTSPAVEMENT STRIPING DETAILNTS4'' MIN.6" MAX.TRAFFIC ARROWTYP.PAVEMENTSTRIPING TYP.2'-0"TYP.2'-0"4'-0"1'-0"TYP.5'-0"5'-0"3'R4'-0"1'RTURN ARROW TYP.CONTROL JOINTNTSDEPTH EQUALS 1/4SLAB THICKNESSFORMED KEY JOINTSAW CUT CONTROL JOINTCONSTRUCTION JOINTNTSGRASSED/LANDSCAPEDAREA DETAILNTSTOPSOIL 4" MIN.SUBGRADEFINISHED SURFACE11/12/21 Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SITEDETAILSC6.1TEMPORARY STOCKPILENTSNOTES:1.SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OFSTOCKPILE, OR IF STOCKPILE AREA IS LOCATED ON/NEAR ASLOP THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THEDOWN-GRADIENT AREA.2.IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS,TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED.3.SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HASEITHER BEEN REMOVED OR PERMANENTLY STABILIZED.4.THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS ISWEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULARSEDIMENT REMOVAL.ORIGINAL GROUNDSURFACE3: 1 3:1SOIL/SEDIMENTSTOCKPILE AREASILT FENCE(SEE DETAIL)TEMPORARY STOCKPILE AREA10"(TYP.)CONCRETEWASHOUTNTSCONCRETEWASHOUTCONCRETE WASHOUTSIGN DETAILSECTION B-BNOTES:1.ACTUAL LAYOUT DETERMINED IN FIELD.2.INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM)WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUTFACILITY.3.TEMPORARY WASHOUT AREA MUST BE AT LEAST 50'FROM A STORM DRAIN, CREEK BANK OR PERIMETERCONTROL.4.CLEAN OUT CONCRETE WASHOUT AREA WHEN 50%FULL. INSPECT EVERY 7 CALENDAR DAYS.5.THE KEY TO FUNCTIONAL CONCRETE WASHOUTS ISWEEKLY INSPECTIONS, ROUTINE MAINTENANCE, ANDREGULAR CLEAN OUT.6.SILT FENCE SHALL BE INSTALLED AROUND PERIMETEROF CONCRETE WASHOUT AREA EXCEPT FOR THE SIDEUTILIZED FOR ACCESSING THE WASHOUT.7.A ROCK CONSTRUCTION ENTRANCE MAY BENECESSARY ALONG ONE SIDE OF THE WASHOUT TOPROVIDE VEHICLE ACCESS.LETTERS A MINIMUMOF 5" IN HEIGHTPLANTYPE "ABOVE GRADE"WITH STRAW BALESSTRAW BALE (TYP.)STAKE (TYP.)10' MINIMUMVARIES 10' MINIMUMB BSTAPLES 1/8"Ø 4"STAPLE (2 PER BALE)BINDING WIRESTRAW BALEWOOD OR METALSTAKES (2 PER BALE)NATIVE MATERIAL(OPTIONAL)STRAW BALE BARRIER CONCRETE WASHOUT11/12/21 Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SITEDETAILSC6.2WALK OR DRIVE WIDTH ASSPECIFIED ON PLANUTILITY SLEEVE DETAILNTSSCHEDULE 40 PVC PIPEREFER TO PLANS FORSIZE AND LOCATIONFINISH GRADENOTE:INSERT # 4 REBAR SECTION OR OTHER METAL OBJECT INSIDE PIPE END PRIOR TO TAPING TO FACILITATEFUTURE FINDINGS OF SLEEVE WITH METAL DETECTOR. REMOVE REBAR PRIOR TO USING SLEEVE.2"X4" STAKE TO MARK PIPE ENDSWRAP PIPE END SECURELYWITH DUCT TAPE2' MIN.6'' MIN 2'-0'' MIN.CLEAN-OUT DETAILNTS4" PVCCONCRETEHEAVY-DUTY TRAFFICRATED CAST IRONTHREADED PLUGPAVEMENT OR GROUNDFITTING BLOCKING DETAILNTSBREATING AREA = L (FT.) X DEPT(FT.) BLOCKING TO BE 3,000 PSICONCRETE (NO SEPARATE PAYITEM FOR BLOCKING INCLUDEDWITH FITTING, VALVE, PIPES, ETC)MINIMUM BEARING AREA IN SQUARE FEETREQUIRED AGAINST UNDISTURBED TRENCH BANKIN FIRM CLAY. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO ADJUST BEARING AREAS TOFIT OTHER CONDITIONS.(TABLE BASED ON TEST PRESSURE OF 200PSI AND ALLOWABLE BEARING STRENGTHOF 2,000 PSI ON TRENCH WALL)PIPESIZE2"2 1/2"3"4"6"8"10"12"14"16"18"20"24"30"36"TEE/CAP/PLUG FH1111.5358121620253245711021/4 (90°)BEND1.51.51.52.547111622283644641001441/8 (45°)BEND11112.5469121620243555781/16 (22.5°)BEND11111.5235681013182840CLCLFINISHEDGRADEMINIMUM SIDE CLEARANCETRENCH REQUIREMENTS FOR DUCTILEIRON AND REINFORCED CONCRETE PIPESPIPE GRADEFINISHEDGRADETRENCH REQUIREMENTS FORHDPE AND PVC(SDR 35) PIPESTRENCH DETAILSNTSEQO.D. PIPEEQ#57 STONE WHEN ROCKIS ENCOUNTEREDINITIAL BACKFILL FINAL BACKFILL 6"UNDISTURBEDSOILMINIMUM SIDE CLEARANCE10"O.D. PIPE10"UNDISTURBEDSOIL#57 STONE ORFLOWABLE FILLSELECT BACKFILLHAUNCHINGBEDDING(6" MIN)TAMP WELLUNDER BOTTOMHALF OF PIPENOTES:1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE FACE OF THE SHORING AND BRACING.2.THE TRENCH FOUNDATION SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO INSTALLING PIPE.3.SELECT BACKFILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION.4.BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8" IN NON-TRAFFIC AREAS.5.FLOWABLE FILL SHALL MEET SCDOT SPECIFICATIONS FOR EXCAVATABLE FLOWABLE FILL.TAMP WELLUNDER BOTTOMHALF OF PIPE1.25 X OUTSIDE DIA.6" MIN.11/12/21 Sheet Title:Sheet Number:Project Number:Date:Drawn By:Project Engineer:Project Manager:REVISIONS:DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED 12345DCBASEALS101 Falls Park DriveSuite 601Greenville, SC 29601(864) 271-8869www.brittpeters.com11/12/2021210620TAHJACMPMNO.DATEDESCRIPTION011/12/2021ISSUE FOR PERMIT7250 MARKET STREETWILMINGTON, NC 28411SITEDETAILSC6.311/12/21