Aero Center Wilmington - Proposed Site Plan Set - 9.23.2020Aero Center WilmingtonP.O. BOX 331CORNELIA, GA 30531PH: 678-267-3690FAX: 678-267-3731SITELOCATION MAP - NOT TO SCALEName and address of owner:New Hanover County230 Government Center DriveWilmington, NC 28403Name of 24-hour contact who is responsible for erosion and sediment control:Aaron Hope (AMH Construction)407-920-855030 S Ivey LaneOrlando, FL 32811Name address and phone number of primary permittee:Marathon FBO Partners DBA Aero Center Wilmington (Lessee)305-549-401119018 Eastwood RoadWilmington, NC 28403Engineer's name, address and phone numberJASON M SMITH, PEJ M Smith Engineering LLC155 Clarkesville StreetCornelia, GA 30531(678) 267-3690Water system:Cape Fear Public Utility Authority (CFPUA)Sewer System:Public SewerZoning:A-I-A-ISETBACKS: Front: 50 ft from right of way Side: 15 ft from lease line Rear: Based on Minimum Taxiway clearance per FAAMAX BUILDING HEIGHT: per building codeTOTAL SITE ACREAGE/DISTURBED ACREAGE - 2.26 acres/ 2.5 ACRESTOTAL SITE ACREAGE INCLUDES ALL PARCELS INVOLVED IN GRADINGSCHEDULE OF DRAWINGSCOVERGENERAL NOTESGRADING AND DRAINAGE PLANES&PC PLANLANDSCAPE PLANC0.0C1.0C3.0C4.2-C43C8.0-C8.2L1.0-L2.02020-274-01SITE DEVELOPMENT PLANS FOR:155 CLARKESVILLE STREETLOCAL: 706-894-23319/14/202201830, 1834 & 1835 Flightline RoadWilmington,NC 28405 313915.53.7748.000Tax Parcel: R04200-001-025-000OWNERNew Hanover County230 Government Center DriveWilmington, NC 28403910-798-7187GA SWCC LEVEL II CERT #0000002492C4.0C4.1ES&PC NOTES24 HOUR CONTACT:Aaron Hope (AMH Construction)407-920-85509/20/2020PERMIT SET - VALID WITH APPROVAL STAMPEXISTING CONDITIONSC1.1SITE PLANC2.1DEMO PLANC2.0ES&PC DETAILSDETAILSC5.0STORM PROFILES
9/20/202024 HOUR CONTACT:Christ DeVoter - South State Bank(803) 231-3572General Notes:SITEBCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:55am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC1.0GENEAL NOTES As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
EX. DI A-12RIM 29.11EX. DI A-11RIM 29.72EX. MH A-3RIM 30.21A-3 EXISTING MANHOLERIM:30.21INV IN:22.47 54" RCPINV IN:16.71 30" RCPINV OUT:22.52 54" RCPA-9 EXISTING DROP INLETSCH I RIM:29.54INV IN:24.62 18" RCPINV OUT:24.58 18" RCPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWW W W
WWWWWWWWESUGPUGPUGPUGPUGPUGPUGPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGPUGPUGPUGPUGPUGPUGPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGPUGPEXISTINGMETAL BUILDING15'15'EXISTING UTILITYEASEMENT (15' OFFSETOF WATER/SEWER LINE)GRATE=28.34'INV.IN(E)=20.86'INV.IN(N)=25.18'INV.OUT=20.82'WWWWWWWWWINV. 21.21'
ANNA PENNINGTON LANE
FLIGHTLINE ROADDI-F5GRATE=27.71'INV.=23.34'18"RCPDI-F4GRATE=27.76'INV.IN=22.23'INV.OUT=22.15'18"RCP 18"RCPDI-F9GRATE=28.18'INV.=22.81'DI-F3GRATE=28.29'INV.IN=21.74'INV.IN=22.61'INV.OUT =21.65'24"RCP GRATE=28.11'INV.=22.27'18"RCPINV.OUT =20.75'WWSECURITY FENCESECURITY FENCE
DI-N4S78° 23' 12"W255.63'N11° 36' 48"W385.00'N78° 23' 12"E
255.63'S11° 36' 48"E385.00'S11° 36' 48"E385.00'PROPERTY : 198419.03 SQ FT2.26 ACRESN:192755.73E:2328917.03649/20/2020NOTE:Boundary information as per client. The lease area will be finalizedonce the design of the site is finalized. Boundary informaiton forcoordination purposes only and should not be considered a boundarysurvey. J M Smith Engineering Assumes no responsibility for theaccuracy of the boundary information as shown.. Topographicinformation as provided by the client from various survey sources.The information has been compiled into an overall existing conditions.J M Smith Engineering Assumes no responsibility for the accuracy ofthe boundary information as shown.. J M Smith Engineering LLCdoes not warrant the accuracy of the information provided from thesurveyor.BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:55am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC1.1SURVEY As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
EX. DI A-12RIM 29.11EX. DI A-11RIM 29.72EX. MH A-3RIM 30.21A-3 EXISTING MANHOLERIM:30.21INV IN:22.47 54" RCPINV IN:16.71 30" RCPINV OUT:22.52 54" RCPA-9 EXISTING DROP INLETSCH I RIM:29.54INV IN:24.62 18" RCPINV OUT:24.58 18" RCPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWW W W
WWWWWWWWESUGPUGPUGPUGPUGPUGPUGPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGPUGPUGPUGPUGPUGPUGPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGPUGPEXISTINGMETAL BUILDING15'15'EXISTING UTILITYEASEMENT (15' OFFSETOF WATER/SEWER LINE)GRATE=28.34'INV.IN(E)=20.86'INV.IN(N)=25.18'INV.OUT=20.82'WWWWWWWWWINV. 21.21'
ANNA PENNINGTON LANE
FLIGHTLINE ROADDI-F5GRATE=27.71'INV.=23.34'18"RCPDI-F4GRATE=27.76'INV.IN=22.23'INV.OUT=22.15'18"RCP 18"RCPDI-F9GRATE=28.18'INV.=22.81'DI-F3GRATE=28.29'INV.IN=21.74'INV.IN=22.61'INV.OUT =21.65'24"RCP GRATE=28.11'INV.=22.27'18"RCPINV.OUT =20.75'WWSECURITY FENCESECURITY FENCE
DI-N4S78° 23' 12"W255.63'N11° 36' 48"W385.00'N78° 23' 12"E
255.63'S11° 36' 48"E385.00'S11° 36' 48"E385.00'PROPERTY : 198419.03 SQ FT2.26 ACRESN:192755.73E:2328917.0364DEMO EXISTING BLDGSAWCUT PAVEMENTSAWCUT PAVEMENTPOLE TO BE RELOCATEDOR REMOVEDNOTE:SITE RECEIVES 0.0 ACRES OFFSITE DRAINAGE8/10/15 REVISED PER FORSYTH COUNTY COMMENTSBCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:56am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC2.0DEMO PLAN As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020Designer 's Plan Certification"I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and StormWater Design Manual."Signature: ____________________________Printed Name and Title: Jason M. Smith, PE_Date: 9/20/2020_Registration Number: 034070_Property Owner Certification:"I (We) hereby certify that I (we) am (are) the current owner of the property ·and that upon receipt of"Authorization-To-Construct" any clearing, grading, construction or development, will be performed in accordance with this planand that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Governmentand its agencies which are hereby made part of this· plan. As the owner, I (we) accept full responsibility for the construction andoperation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without thewritten authorization of New Hanover County."Signature: ____________________________Printed Name and Title: ____________________________Date:____________________________
EX. DI A-12RIM 29.11EX. DI A-11RIM 29.72EX. MH A-3RIM 30.21A-3 EXISTING MANHOLERIM:30.21INV IN:22.47 54" RCPINV IN:16.71 30" RCPINV OUT:22.52 54" RCPA-9 EXISTING DROP INLETSCH I RIM:29.54INV IN:24.62 18" RCPINV OUT:24.58 18" RCPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWW W W
WWWWWWWWSUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP15'15'EXISTING UTILITYEASEMENT (15' OFFSETOF WATER/SEWER LINE)GRATE=28.34'INV.IN(E)=20.86'INV.IN(N)=25.18'INV.OUT=20.82'WWWWWWWWWINV. 21.21'
ANNA PENNINGTON LANE
FLIGHTLINE ROADDI-F5GRATE=27.71'INV.=23.34'18"RCPDI-F4GRATE=27.76'INV.IN=22.23'INV.OUT=22.15'18"RCP 18"RCPDI-F9GRATE=28.18'INV.=22.81'DI-F3GRATE=28.29'INV.IN=21.74'INV.IN=22.61'INV.OUT =21.65'24"RCP GRATE=28.11'INV.=22.27'18"RCPINV.OUT =20.75'WWSECURITY FENCESECURITY FENCE
DI-N4S78° 23' 12"W255.63'N11° 36' 48"W385.00'N78° 23' 12"E
255.63'S11° 36' 48"E385.00'S11° 36' 48"E385.00'PROPERTY : 198419.03 SQ FT2.26 ACRESN:192755.73E:2328917.0364\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
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\\\\\\\\\\120.3'125.3'52.0'7.4'18.0'9.0'22.0'112.0'24.0'18.0'8.0'8.0'R40.0'R20.5'37.0'30.0'18.0'98.3'125.6'100.0'100.0'92.4'13.6'\\\\\\\\\\SSSSSSSSSSSSCIRCULAR LOOPLANDSCAPE ISLANDEXISTING DRIVEA/C COMPRESSORUNITSNEW 25' AMERICANFLAGPOLEPAVEMENT FLUSHWITH SIDEWALKPAVEMENT FLUSHWITH SIDEWALKNEW FIRE HYDRANT1 1/2" WATERMETER WITH BFPPROPOSED FUELING APRONPROPOSED FUELING APRONCOVERED PARKINGACCESSIBLE PARKINGPROPOSEDSIDEWALKPROPOSEDSIDEWALK10 STANDARD STALLS10 STANDARDCOVERED STALLS3 STANDARDSTALLSTRANSFORMERMFP 1PROPOSED HANGAR1834 FLIGHTLINE RD(FLOOR SLOPES - SEE ARCH)EXISTING 54" STORM DRAINAGESWALE FOR STORMWATERPROPOSED UNDERGROIUNDPOWER REROUTEFOR LIGHTINGFIRE SVCFAULT1 1/2" WATERMETER WITH BFP| W| W| WMFP 1OFFICE1830 FLIGHTLINE RDFFE 31.71MFP 1PROPOSED HANGAR1835 FLIGHTLINE RDFFE 31.71REWORK FENCE TO ENDAT BUILDINGREWORK FENCE TO ENDAT BUILDINGREWORK FENCE TO ENDAT BUILDINGREWORK FENCE TO ENDAT BUILDING6" FIRE VAULT6" DIP FIRE LINE45° BEND W/ TB45° BEND W/ TBCONNECT TOEXISTING SERVICELATERALOIL/GRITSEPARATORCLEANOUTCLEANOUTACCESSIBLE PARKING SIGNACCESSIBLE PARKING SIGN4" MOUNTABLECURBPAVEMENT FLUSHWITH SIDEWALKCURB STOPS (TYP)NOTE:SITE RECEIVES 0.0 ACRES OFFSITE DRAINAGEBCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:56am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC2.1SITE PLAN As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020Designer 's Plan Certification"I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and StormWater Design Manual."Signature: ____________________________Printed Name and Title: Jason M. Smith, PE_Date: 9/20/2020_Registration Number: 034070_Property Owner Certification:"I (We) hereby certify that I (we) am (are) the current owner of the property ·and that upon receipt of"Authorization-To-Construct" any clearing, grading, construction or development, will be performed in accordance with this planand that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Governmentand its agencies which are hereby made part of this· plan. As the owner, I (we) accept full responsibility for the construction andoperation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without thewritten authorization of New Hanover County."Signature: ____________________________Printed Name and Title: ____________________________Date:____________________________
EX. DI A-12RIM 29.11EX. DI A-11RIM 29.72EX. MH A-3RIM 30.21A-3 EXISTING MANHOLERIM:30.21INV IN:22.47 54" RCPINV IN:16.71 30" RCPINV OUT:22.52 54" RCPA-9 EXISTING DROP INLETSCH I RIM:29.54INV IN:24.62 18" RCPINV OUT:24.58 18" RCPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWW W W
WWWWWWWWSUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP15'15'EXISTING UTILITYEASEMENT (15' OFFSETOF WATER/SEWER LINE)GRATE=28.34'INV.IN(E)=20.86'INV.IN(N)=25.18'INV.OUT=20.82'WWWWWWWWWINV. 21.21'
ANNA PENNINGTON LANE
FLIGHTLINE ROADDI-F5GRATE=27.71'INV.=23.34'18"RCPDI-F4GRATE=27.76'INV.IN=22.23'INV.OUT=22.15'18"RCP 18"RCPDI-F9GRATE=28.18'INV.=22.81'DI-F3GRATE=28.29'INV.IN=21.74'INV.IN=22.61'INV.OUT =21.65'24"RCP GRATE=28.11'INV.=22.27'18"RCPINV.OUT =20.75'WWSECURITY FENCESECURITY FENCE
DI-N4S78° 23' 12"W255.63'N11° 36' 48"W385.00'N78° 23' 12"E
255.63'S11° 36' 48"E385.00'S11° 36' 48"E385.00'PROPERTY : 198419.03 SQ FT2.26 ACRESN:192755.73E:2328917.0364\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\+SSSSSSSSSSSSMFP 1PROPOSED HANGAR1834 FLIGHTLINE RD(FLOOR SLOPES - SEE ARCH)EXISTING 54" STORM DRAINAGESWALE FOR STORMWATERPROPOSED UNDERGROIUNDPOWER REROUTEFOR LIGHTINGNEW JB - F2.1EXISTING DI - F3EXISTING DI - F3.2NEW DI - F3.1EXISTING DI - F5EXISTING DI - F4NEW DI - F2.1.1Existing Pipe - F5Existing Pipe - F4 Existing Pipe - F3.1
Existing Pipe - F2.1
New Pipe - F2.1.1Existing Pipe - F3Existing Pipe - F3.2DI - B3.3DI - B3.5DI - B3.4New Pipe - B3.5Existing Pipe - B3.4| W| W| WEXISTING DI - F5ELEV 30.63MFP 1OFFICE1830 FLIGHTLINE RDFFE 31.71MFP 1PROPOSED HANGAR1835 FLIGHTLINE RDFFE 31.71NOTE:SITE RECEIVES 0.0 ACRES OFFSITE DRAINAGE8/10/15 REVISED PER FORSYTH COUNTY COMMENTSBCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:57am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC3.0GRADING PLAN As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020Designer 's Plan Certification"I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and StormWater Design Manual."Signature: ____________________________Printed Name and Title: Jason M. Smith, PE_Date: 9/20/2020_Registration Number: 034070_Property Owner Certification:"I (We) hereby certify that I (we) am (are) the current owner of the property ·and that upon receipt of"Authorization-To-Construct" any clearing, grading, construction or development, will be performed in accordance with this planand that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Governmentand its agencies which are hereby made part of this· plan. As the owner, I (we) accept full responsibility for the construction andoperation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without thewritten authorization of New Hanover County."Signature: ____________________________Printed Name and Title: ____________________________Date:____________________________
24 HOUR CONTACT:Aaron Hope (AMH Construction)407-920-8550NARRATIVE:1. Plan preparer:JASON M SMITH, PELevel II Certified Design Professional No. 24922. Total Site acreage: 2.26 acres / total disturbed acreage: 2.5 acres3. Site Earthwork: 75 cut/400 cy fill4. The proposed project, Aero Center Wilmington, occupies a portion of 2.26 acres at 1830, 1834 & 1835 Flightline Road Wilmington, NC in New Hanover County, NCCounty. The site is to be developed for a Airport FBO and hangars. The site will be served by Public Sewer.5. Boundary information from Boundary information as per client. The lease area will be finalized once the design of the site is finalized. Boundary informaiton forcoordination purposes only and should not be considered a boundary survey. J M Smith Engineering Assumes no responsibility for the accuracy of the boundaryinformation as shown.and topographic information from Topographic information as provided by the client from various survey sources. The information has beencompiled into an overall existing conditions. J M Smith Engineering Assumes no responsibility for the accuracy of the boundary information as shown.. J M SmithEngineering LLC does not warrant the accuracy of the information provided from the surveyor.6. No negative impacts to downstream properties are expected as a result of this development. Site is part of an overall hydrology plan for the development and waspreviously developed. The overall hydrology study allows for an overall impervious surface of the leased area to be 65% impervious. The site impervious area is belowthis threshold7. Property Owner information:New Hanover County230 Government Center DriveWilmington, NC 28403910-798-7187contact: EXISTING CONDITIONS1. Site receives 0.0 acres off-site drainage.2. Site DOES contain state waters requiring an undisturbed buffer3. The receiving water(s) is Un-named tributary of the Cape Fear River.4. The property is Grass, paving, and previous a few scattered structures. Most of the structures in this area have been previously demolished. . Care will be taken topreserve as many trees as possible.5. Adjacent conditions: The property is bounded by Airport Property to the north, Airport Property to the east, Airport Property to the south and Airport Property to thewest.6. Predominant soils types on site are Pantego Loam (Pn) with a K factor of 0.28. Soils mapping data from NRCS soils survey of New Hanover County, NC County andtaken from on-line data.7. Critical areas are along the stream buffers.8. This site is located within a special flood hazard area per Firm map no FM 3720312900K dated 8/28/2018.9. Site DOES NOT contain wetlands.10. Site DOES have Lakes or Streams located within 200 feet of property.EROSION AND SEDIMENT CONTROL NOTES:MANAGEMENT STRATEGIES AND SEQUENCES OF EROSION CONTROL MEASURESTHE CONTRACTOR CONSTRUCT ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THEAPPLICABLE REGULATIONS OF THE "NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND LOCAL ORDINANCES .THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THISPROJECT AND SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN THE PROJECT LIMITS:1.A) TEMPORARY CONSTRUCTION ENTRANCEIS) SHALL BE PROVIDED AT THE LOCATION(S) SHOWN ON THE PLANS. THIS ENTRANCE(S) SHALLCONSTRUCTED IN ACCORDANCE WITH THE ABOVE.A) WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO MINIMIZE THETRANSPORT OF SEDIMENT ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE , THE ROAD SHALL BECLEANED THOROUGHLY AT THE END OF EACH DAY . SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING ANDTRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THISMANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS LARGER LAND DISTURBING ACTIVITIES.B)CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ACCESS ROADS ALL TRAFFIC IS PROHIBITED FROM CROSSING DRAINAGE SWALES ANDSTREAMS EXCEPT WHERE ABSOLUTELY NECESSARY.2.DEWATERING AND WELL POINT DISCHARGE OPERATIONS MUST PROVIDE APPROPRIATE EROSION CONTROL DEVICES AND PRACTICES AND BEAPPROVED BY THE APPROPRIATE INSPECTIONS BUREAU PRIOR TO COMMENCEMENT OF DISCHARGE OPERATIONS. FAILURE TO COMPLY MAYRESULT IN A STOP WORK ORDER BEING ISSUED.3.TEMPORARY SEDIMENT TRAP AS SEDIMENT BARRIERS, CONSTRUCTION ENTRANCE.AND EROSION CONTROL STONE ARE TO BE PLACED PRIOR TOCLEARING AND GRUBBING PRIOR TO THE FIRST PHASE OF CONSTRUCTION.4.ALL PERMANENT STORM WATER MANAGEMENT FACILITIES INCLUDING EROSION CONTROL ARE TO BE INSTALLED AND MADE OPERATIONAL AT THESTART OF CLEARING OPERATIONS INCLUDING APPROVED SEDIMENT BASINS.5.THE CONTRACTOR SHALL COMPLETE DRAINAGE FACILITIES WITHIN THIRTY (30) DAYS FOLLOWING COMPLETION OF ROUGH GRADING AT ANY POINTWITHIN THE PROJECT.6.CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.7.AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FENCING. FLAGS SIGNS. ETC.A)PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE ISREACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THATMAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN THIRTY (30) DAYS. PERMANENT STABILIZATION SHALLBE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR.B)DURING CONSTRUCTION OF PROJECT SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THEAPPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL ASSOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.C)A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENTVEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAMADMINISTRATOR OR HIS DESIGNATED AGENT IS UNIFORM MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.VEGETAL COVER SHALL BE ESTABLISHED AS FOLLOWS:SEEDPER VOLUME III OF THE PFMTOPSOIL4"THICK PER V.D.O.T. SPEC. 602)CLASS B)LIME4000#/ACFERTILIZER1000#/AC OF 10-10-10MULCH2000#/AC(HYDROSEEDING MAY BE USED IN PLACE OF MULCHING ON AREA OTHER THAN DITCH BANKS). STABILIZATION MEASURES SHALL BE APPLIED TO EARTHENSTRUCTURES SUCH AS DAMS, DIVERSIONS. AND DITCH OR WATERCOURSE BEDS AND BANKS IMMEDIATELY AFTER INSTALLATION.9.A) ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATERCANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.B)BEFORE NEWLY CONSTRUCTED CONVEYANCE CHANNELS ARE MADE OPERATIONAL. ADEQUATE OUTLET PROTECTION AND ANY REQUIREDTEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.10.A) CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BEERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURESUNTIL THE PROBLEM IS CORRECTED.B)CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY ORPERMANENT CHANNEL. FLUME.OR SLOPE DRAIN STRUCTURE.11.PERIODIC INSPECTIONS AND REQUIRED MAINTENANCE MUST BE PROVIDED ESPECIALLY AFTER EACH SIGNIFICANT STORM. THE PROJECTSUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION & SEDIMENT CONTROL PRACTICES.12.THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUTNOT LIMITED TO) USE OF WATER OR CHEMICAL DUST PALLIATIVE8/10/15 REVISED PER FORSYTH COUNTY COMMENTS9/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:57am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC4.0ES&PC NOTES As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMPGENERAL NOTES1."The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to, or concurrent with, land disturbing activities."2."Erosion control measures will be maintained at all times. If full implementation of the approved plan does not provide for effective control, additional erosion and sediment control measures shall be implemented tocontrol or treat the sediment source."3."Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding."4.Maintenance statement - "All erosion and sediment control measures will be checked daily and any deficiencies noted will be corrected by the end of each day. Additional erosion and sediment control measures willbe installed if deemed necessary after an on-site inspection by the issuing authority.5."The only material to be buried on site is vegetative material, provided it is not buried within 100 feet of any property line or enclosed structure. Construction waste may neither be burned nor buried and must be takento a state approved landfill."6.All construction debris will be carried to a state approved landfill.7."The installation of erosion control measures and practices shall occur prior to or concurrent with land disturbing activities."8. Maximum cut or fill slopes are 2 horizontal to 1 vertical9. All silt fence must be DOT approved fabric.10. All fill slopes will have silt fence at the toe of slope.11. All cut and fill slopes must be surface roughened and vegetated within seven (7) days of their construction.12. Existing utilities locations are for convenience and informational purposes only and are to be considered approximate. Have all utilities located before construction or grading begins.13. Off-site vehicle tracking of sediments shall be minimized or eliminated by any means available. Construction exits are to be maintained in a manner that helps to minimized off-site tracking of soils and should berepaired if they no longer are effective. Brooms, rakes, shovels and other hand tools may be necessary to remove any sedimentation tracked off-site onto the adjacent roadway and should be on-site at all times.14. Non-exempt activities shall not be conducted within the 25 or 50 foot stream buffers as noted on these plans measured from the point of wrested vegetation without first acquiring necessary variances and permits.15.Ammendments/revisions to the ES&PC Plan which have a significant effect on BMP's with a hydraulic component must be certified by a design professional.16. The measures that will be installed during the construction process to control pollutants in storm water that will occur after construction operations have been completed may include storm water detention andretention structures, use of vegetated swales and natural depressions for flow attenuation or a combination of these practices (sequential systems). Details for any of these practices are provided as part of theseplans. Velocity dissipation devices will be placed at discharge locations and along the length of any outflow channel in order to provide a non-erosive flow so that the natural physical and biological characteristics andfunctions of the water course are maintained and protected. The installation of these devices may be subject to Section 404 of the Federal Clean Water Act. Note: The permitttee is only responsible for the installationand maintenance of storm water management devices prior to final stabilization of the site and not the operation and maintenance of such structures after construction activities have been completed.17. Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit. Waste materials, including waste building materials, construction and demolition debris shall be properlydisposed of in a state landfill; concrete washout, excavated sediment, etc., will be properly disposed on-site. Any disposal of solid waste to waters of the State is prohibited unless authorized by a Section 404 permit.New Hanover County Soil and Sedimentation Control OrdinanceSection 23-248 Erosion and Sedimentation Control Plans(a)An erosion control Plan shall be prepared for all land-disturbing activities subject to this Ordinance whenever the proposed activity willdisturb more than one acre on a tract. The Plan shall be filed with the County Engineering Department, the New Hanover Soil and WaterConservation District, and for areas outside municipal corporate limits, the County Planning Department, at least 30 days prior to thecommencement of the proposed activity.(b)Persons conducting land-disturbing activity on a tract which covers more than one acres shall file three copies of the erosion control Plan with the County at least 30 days prior to beginning such activity and shallkeep another copy of the approved Plan and a posted copy of the permit prominently displayed onsite until all construction is complete, all permanent sedimentation and erosion control measures are installed, andthe site has been stabilized. After approving the Plan, if the County either upon review of such Plan or on inspection of the job site, determines that a significant risk of accelerated erosion or offsite sedimentationexists, the County will require a revised Plan. Pending the preparation of the revised Plan, work shall cease or shall continue under conditions outlined by the appropriate authority.(c)Erosion control Plans may be disapproved unless accompanied by an authorized statement of financial responsibility and ownership. This statement shall be signed by the person financially responsible for theland-disturbing activity or his attorney in fact. The statement shall include the mailing and street addresses of the principle place of business of the person financially responsible, and of the owner of the land, and anyregistered agents. If the person financially responsible is not a resident of North Carolina, a North Carolina agent must be designated in the statement for the purpose of receiving notice of compliance ornoncompliance with the Plan, the Act, this Ordinance, or rules or orders adopted or issued pursuant to this Ordinance. Except as provided in subsection (d) and (k) of this section, if the applicant is not the owner of theland to be disturbed, the draft erosion and sedimentation control Plan must include the owner's written consent for the applicant to submit a draft erosion and sedimentation control plan and to conduct theanticipated land-disturbing activity.(d)If the applicant is not the owner of the land to be disturbed and the anticipated land- disturbing activity involves the construction of utility lines for the provision of water, sewer, gas, telecommunications, orelectrical service, the draft erosion and sedimentation control Plan may be submitted without the written consent of the owner of the land, so long as the owner of the land had been provided prior notice of theproject.(e)The New Hanover Soil and Water Conservation District and the County Planning Department within 20 days of receipt of any Plan, shall review such Plan and submit its comments and recommendations to theCounty Engineering Department. Failure of the Soil and Water Conservation District and the County Planning Department to submit its comments and recommendations within 20 days or within the prescribedadditional time will not delay final action on the Plan.(a)(f)The County will review each complete Plan submitted to them and within 30 days of receipt. The person submitting the Plan will be notified that it has been approved, approved with modifications, approved withperformance reservations, or disapproved. The County shall condition approval of an erosion control plan upon the applicant's compliance with Federal and State Water Quality laws, regulations, and rules. The Countyshall also disapprove an erosion control plan if implementation of the Plan would result in a violation of rules adopted by the Environmental Management Commission to protect riparian buffers along surface waters.Failure to approve, approve with modifications, or disapprove a complete erosion and sedimentation control Plan within 30 days of receipt shall be deemed approval. Disapproval of an erosion control Plan or a revisederosion control Plan must specifically state in writing the reasons for disapproval. The County must approve, approve with modifications, or disapprove a revised Plan within 15 days of receipt, or it is deemed to beapproved. If, following commencement of a land-disturbing activity pursuant to an approved Plan, the County determines that the Plan is inadequate to meet the requirements of this Ordinance, either upon review ofsuch Plan or inspection of the job site determines that a significant risk of accelerated erosion or offsite sedimentation exist, the County shall require a revised Plan to comply with this Ordinance. Pending thepreparation of the revised Plan, work shall cease or shall continue under conditions outlined by the appropriate authority.(g)Any plan submitted for a land-disturbing activity for which an environmental document is required by the North Carolina Environmental Policy Act (G.S. 113A-1 et seq.) shall be deemed incomplete until a completeenvironmental document is available for review. The County shall promptly notify the person submitting the Plan that the 30-day time limit for review of the Plan pursuant to subsection (f) of this section shall not beginuntil a complete environmental document is available for review.(h)The County shall approve a Plan upon determining that it complies with all applicable State and local regulations for erosion and sedimentation control. The County shall conditionapproval of Plans upon the applicant's compliance with the Federal and State water qualitylaws, regulations and rules. Approval assumes the applicant's compliance with the Federal and State water quality laws regulations, and rules.(i)The Plan required by this section shall contain architectural or engineering drawings, maps, assumptions, calculations, and narrative statements as needed to adequately describe the proposed development of thetract and the measures planned to comply with the requirements of this Ordinance. Plan content may vary to meet the needs of specific site requirements. Detailed guidelines for Plan preparation may be obtainedfrom the County, on request. The Plan shall contain a schedule for inspections after each phase has been completed.(j)The county may disapprove an erosion and sedimentation control Plan or disapprove a transfer of a Plan under subsection (k) of this section upon a finding that an applicant, or a parent, subsidiary, or other affiliateof the applicant:(1)is conducting or has conducted land-disturbing activity without an approved Plan, or has received notice of violation of a Plan previously approved by the Commission or a local government pursuant to thisArticle and has not complied with the notice within the time specified in the notice;-18-(2)has failed to pay a civil penalty assessed pursuant to the act Article or a local Ordinance adopted pursuant to this Article by the time the payment is due;(3)has been convicted of a misdemeanor pursuant to G.S. 113A-64(b) or any criminal provision of a local Ordinance adopted pursuant to this Article or;(4)has failed to substantially comply with State rules or local Ordinances and regulations adopted pursuant to this Article.For purposes of this subsection (j) an applicant's record or the proposed transferee's record may be considered for only two (2) years prior to the application date.In the event that an erosion and sedimentation control Plan or transfer of a Plan is disapproved by the county pursuant to subsection, (j) of this section, the County shall notify the Director of the Division of Energy,Mineral, and Land Resources of such disapproval within 10 days of the disapproval. The County shall advise the applicant or the proposed transferee and the Director in writing as to the specific reasons that the Planwas disapproved. Notwithstanding the provisions of Section 23-249(a), the applicant may appeal the local government's disapproval of the Plan directly to the Commission.(k)The County administering an erosion and sedimentation control program may transfer an erosion and sedimentation control Plan approved pursuant to this section without the consent of the Plan holder to asuccessor-owner of the property on which the permitted activity is occurring or will occur as provided in this subsection.(1)The County may transfer a Plan if all of the following conditions are met:(a)The successor-owner of the property submits to the local government a written request for the transfer of the Plan and an authorized statement of financial responsibility and ownership.(b)The County finds all of the following:(1)The plan holder is one of the following:(i)A natural person who is deceased.(ii)A partnership, limited liability corporation, corporation, or any other business association that has been dissolved.(iii)A person who has been lawfully and finally divested of title to the property on which the permitted activity is occurring or will occur.(iv)A person who has sold the property on which the permitted activity is occurring or will occur.(2)The Plan holder shall comply with all terms and conditions of the Plan until such time as the Plan is transferred.-19-(3)The successor-owner shall comply with all terms and conditions of the plan once the plan has been transferred.(4)Notwithstanding changes to law made after the original issuance of the Plan,the County may not impose new or different terms and conditions in the Plan without the prior express consent of the successor-owner. Nothing in this subsection shall prevent the County from requiring arevised plan pursuant to G.S. 113A-54.1 (b).(l)No person may initiate a land-disturbing activity before notifying the agency that issued the Plan approval of the date that the land-disturbing activity will begin. Preconstruction meetings are optional.(m)Applications for amendment of an erosion control Plan in written and/or graphic form may be made at any time under the same conditions as the original application. Until such time as said amendment isapproved by the County, the land-disturbing activity shall not proceed except in accordance with the erosion control Plan as originally approved.(n)Any person engaged in land-disturbing activity who fails to file a Plan in accordance with the Ordinance or who conducts a land disturbing activity except in accordance with provisions of an approved Plan shall bedeemed in violation of this Ordinance.(o)The landowner, the financially responsible party, or the landowner's or the financiallyresponsible party's agent shall perform an inspection of the area covered by the Plan after each phase of the Plan has been completed and after establishment of temporary ground cover in accordance with G.S.113A-57(2). The person who performs the inspections shall maintain and make available a record of the inspection at the site of the land-disturbing activity. The record shall set out any significant deviation from theapproved erosion control Plan, identify any measures that may be required to correct the deviation, and document the completion of those measures. The record shall be maintained until permanent ground cover hasbeen established as required by the approved erosion and sedimentation control Plan. The inspections required by this subsection shall be in addition to inspections required by G.S. 113A-61.1Where inspections are required by Section 23-248 (n) of this Ordinance and G.S. 113A-54.1(e), the following apply:(i)The person who performs the inspections shall make a record of the site inspection by documenting the following items:(a)all of the erosion and sedimentation control measures, practices and devices, as called for in a construction sequence consistent with the approved erosion and sedimentation control Plan, including but not limitedto sedimentation control basins, sedimentation traps, sedimentation ponds, rock dams, temporary diversions, temporary slope drains, rock check dams, sediment fence or barriers, all forms of inlet protection, stormdrainage facilities, energy dissipaters, and stabilization methods of open channels, that have initially been installed and do not(a)significantly deviate (as defined in Sub-item (1)(c) of this Rule) from the locations, dimensions and relative elevations shown on the approved erosion and sedimentation Plan. Such documentation shall beaccomplished by initialing and dating each measure or practice shown on a copy of the approved erosion and sedimentation control Plan or by completing, dating and signing an inspection report that lists eachmeasure, practice or device shown on the approved erosion and sedimentation control Plan. This documentation is required only upon the initial installation of the erosion and sedimentation controlmeasures, practices and devices as set forth by the approved erosion and sedimentation control Plan or if the measure, practices and devices are modified after initial installation;(b)the completion of any phase of grading for all graded slopes and fills shown on the approved erosion and sedimentation control Plan, specifically noting the location and condition of the graded slopes and fills. Suchdocumentation shall be accomplished by initialing and dating a copy of the approved erosion and sedimentation control Plan orby completing, dating and signing an inspection report;(c)the location of temporary or permanent ground cover, and that the installation of the ground cover does not significantly deviate (as defined in Sub-item (i)(e) of this Rule) from the approved erosion andsedimentation control Plan. Such documentation shall be accomplished by initialing and dating a copy of the approved erosion and sedimentation control Plan or by completing, dating and signing an inspection report;`(d) that maintenance and repair requirement for all temporary and permanent erosion and sedimentation control measures, practices and devices have been performed. Such documentationshall be accomplished by completing, dating and signing an inspection report (the general storm water permit monitoring form may be used to verify the maintenance and repair requirements);and(e)any significant deviations from the approved erosion and sedimentation control Plan, corrective actions required to correct the deviation and completion of the corrective actions. Such documentation shall beaccomplished by initialing and dating a copy of the approved erosion and sedimentation control Plan or by completing, dating and signing an inspection report. A significant deviation means an omission,alteration or relocation of an erosion or sedimentation control measure that prevents the measure from performing as intended;(ii)The documentation, whether on a copy of the approved erosion and sedimentation control Plan or an inspection report, shall include the(i)name, address, affiliation, telephone number, and signature of the person conducting the inspection and the date of the inspection. Any relevant licenses and certifications may also be included. Any documentationof inspections that occur on a copy of the approved erosion and sedimentation control Plan shall occur on a single copy of the Plan and that Plan shall be made available on the site. Any inspection reports shall also bemade available on the site;(iii)The inspection shall be performed during or after each of the following phases of a Plan:(a)installation of perimeter erosion and sediment control measures;(b)clearing and grubbing of existing ground cover;(c)completion of any phase of grading on slopes or fills that requires provision of temporary or permanent ground cover pursuant toG.S.113A-57(2);(d)completion of storm drainage facilities;(e)completion of construction or development; and(f)quarterly until the establishment of permanent ground cover sufficient to restrain erosion or until the financially responsible party has conveyed ownership or control of the tract of land for which the erosion andsedimentation control Plan has been approved and the agency that approved the Plan has been notified. If the financially responsible partyhas conveyed ownership of control of the tract of land for which the erosion and sedimentation control Plan has been approved, the new owner or person in control shall conduct and documentinspections quarterly until the establishment of permanent ground cover sufficient to restrain erosion.
EX. DI A-12RIM 29.11EX. DI A-11RIM 29.72EX. MH A-3RIM 30.21A-3 EXISTING MANHOLERIM:30.21INV IN:22.47 54" RCPINV IN:16.71 30" RCPINV OUT:22.52 54" RCPA-9 EXISTING DROP INLETSCH I RIM:29.54INV IN:24.62 18" RCPINV OUT:24.58 18" RCPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWW W W
WWWWWWWWSUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP15'15'EXISTING UTILITYEASEMENT (15' OFFSETOF WATER/SEWER LINE)GRATE=28.34'INV.IN(E)=20.86'INV.IN(N)=25.18'INV.OUT=20.82'WWWWWWWWWINV. 21.21'
ANNA PENNINGTON LANE
FLIGHTLINE ROADDI-F5GRATE=27.71'INV.=23.34'18"RCPDI-F4GRATE=27.76'INV.IN=22.23'INV.OUT=22.15'18"RCP 18"RCPDI-F9GRATE=28.18'INV.=22.81'DI-F3GRATE=28.29'INV.IN=21.74'INV.IN=22.61'INV.OUT =21.65'24"RCP GRATE=28.11'INV.=22.27'18"RCPINV.OUT =20.75'WWSECURITY FENCESECURITY FENCE
DI-N4S78° 23' 12"W255.63'N11° 36' 48"W385.00'N78° 23' 12"E
255.63'S11° 36' 48"E385.00'S11° 36' 48"E385.00'PROPERTY : 198419.03 SQ FT2.26 ACRESN:192755.73E:2328917.0364\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
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\\\\\\\\\\\\\\\\\\\\+LIMITSOFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITS OFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITSOF CONST LIMITS OF CONST LIMITS OF CONST LIMITS OF CONSTLIMITSOFCONSTLIMITS
OFCONSTLIMITSOFCONSTLIMITSOFCONSTLIMITSOFCONSTPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSPSPSPSPSPSTSTSTSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXCoCoSSSSSSSSSSSSLIMITS OF CONSTRUCTIONLIMITS OF CONSTRUCTIONSILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCE20' x 10' CONCRETEWASHDOWNCONSTRUCTION ENTRANCELAT:N034.2753LONG:W077.9114| W| W| W6.526.526.526.526.526.526.526.526.526.526.526.526.526.526.526.526.526.526.526.52ELEV 30.63TOPSOIL STOCKPILELOCATION24 HOUR CONTACT:Aaron Hope (AMH Construction)407-920-85508/10/15 REVISED PER FORSYTH COUNTY COMMENTS9/17/15 REVISED PER FORSYTH COUNTY COMMENTS9/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:57am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC4.1ES&PC As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP Designer 's Plan Certification"I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and StormWater Design Manual."Signature: ____________________________Printed Name and Title: Jason M. Smith, PE_Date: 9/20/2020_Registration Number: 034070_Property Owner Certification:"I (We) hereby certify that I (we) am (are) the current owner of the property ·and that upon receipt of"Authorization-To-Construct" any clearing, grading, construction or development, will be performed in accordance with this planand that the applicable ordinances and rules of New Hanover County, the State of North Carolina and the Federal Governmentand its agencies which are hereby made part of this· plan. As the owner, I (we) accept full responsibility for the construction andoperation and maintenance of the proposed facilities. I (We) will not attempt to transfer of this responsibility without thewritten authorization of New Hanover County."Signature: ____________________________Printed Name and Title: ____________________________Date:____________________________EROSION CONTROL NOTES:1.ALL AREAS WITHIN LIMITS OF CONSTRUCTION ARE TO RECEIVE 7 OR 14 DAY GROUND STABILIZATIONREQUIREMENTS PER PART II.E.1 OF THE PERMIT2.RIVER BASIN IS Un-named tributary of the Cape Fear River3.PROPERTY LINES SHOWN ARE BASED ON LEASE LINE AGREEMENT WITH NEW HANOVER COUNTY. THEPROJECT IS SURROUNDED BY AND WITHIN HE CONFINES OF THE WILMINGTON INTERNATIONAL AIRPORT. THELEASE LINES SHOWN ON THIS PLAN ARE SUBJECT TO CHANGE AS PER AGREEMENTS WITH NEW HANOVERCOUNTY.4.THERE ARE NO LAND DISTURBING ACTIVITIES REQUIRING ARMY CORPS OF ENGINEERS 404 PERMITS5.SEE EROSION CONTROL DETAIL SHEETS (C4.3-C4.4) FOR SYMBOLS AND DETAILS OF PRACTICES SHOWN ON THISPLAN6.CONTACT PERSON FOR MAINTENANCE OF EROSION CONTROL FEATURES:ABCD7.No negative impacts to downstream properties are expected as a result of this development. Site is part of an overallhydrology plan for the development and was previously developed. The overall hydrology study allows for an overallimpervious surface of the leased area to be 65% impervious. The site impervious area is below this threshold8.SITE AREA:2.26 AC (Note that this is the lease area for the buildings)9.DISTURBED AREA:2.5 AC - area shall be stabilized with vegetation after 7 days of inactivity10.IMPERVIOUS AREA:1.2 AC11.IMPERVIOUS PERCENTAGE:52.65%12.SEE C4.4 FOR SEED APPLICATION RATES AND TYPES FOR AREAS OF DISTURBANCEConstruction SequenceItems must occur in the order listed; items cannot occur concurrently unless specifically noted.1.Receive Stormwater permit from Wilmington2.Receive NPDES coverage from NCDEQ3.Pre-construction meeting4.Notify Wilmington issuing authority 48 hours prior to beginning land-disturbingactivities5.Notify regulatory agencies prior to beginning land-disturbing activities6.Installation of construction entrance(s)7.Clearing & grubbing only as necessary for installation of perimeter controls8.Installation of perimeter controls (e.g., silt fence)9.Clearing & grubbing only in areas of basins/ traps/ ponds10.Installation and stabilization of basins/ traps/ ponds and installation of diversions tothose structures (outlet structures must be completely installed as shown on the detailsbefore proceeding to next step; areas draining to these structures cannot be disturbeduntil the structures and diversions to the structures are completely installed)11.Clearing & grubbing of site or demolition (sediment & erosion control measures forthese areas must already be installed)12.Rough grading13.Temporary stabilization14.Installation of storm drain system and placement of inlet protection as each inlet isinstalled15.Construction of buildings concurrent with fine grading, paving, etc.16.Permanent/ final stabilization17.Clean-out of detention basins that were used as sediment control structures. The basinson this site will be removed.18.Removal of temporary sediment & erosion control measures after entire area drainingto the structure is finally stabilized.19.Remove / fill / stabilize footprint of temporary sediment basins.20.Submit Notice of Termination (NOT) to NCDEQ as appropriate.21.Final Inspection with Wilmington, the primary review and permitting entity22.Permit termination from WilmingtonNote: Maintenance of sediment and erosion control measures must continue until the site ispermanently stabilized and the controls are removed.SITE
BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:57am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC4.2ES&PC DETAILS As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020TSTEMPORARY SEEDINGTSTEMPORARY SEEDINGTSTEMPORARY SEEDINGPSPERMANENT SEEDINGPSPERMANENT SEEDINGPSPERMANENT SEEDINGPSPERMANENT SEEDINGPSPERMANENT SEEDINGPSPERMANENT SEEDING
24 HOUR CONTACT:Aaron Hope (AMH Construction)407-920-85509/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:57am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC4.3ES&PC DETAILS As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMPGCTREES, SHRUBS, VINES, AND GROUND COVERGCTREES, SHRUBS, VINES, AND GROUND COVERMMULCHINGSEDIMENT FENCESEDIMENT FENCE
10.020.030.040.050.010.020.030.040.050.0-0+500+000+501+001+502+002+503+003+504+00-0+500+000+501+001+502+002+503+003+504+0010.020.030.040.050.010.020.030.040.050.0-0+500+000+501+001+50-0+500+000+501+001+50EXISTING DI-F2RIM: 28.50Existing Pipe - F2.1:21.21Existing Pipe - F2:20.75105' of 24" Reinforced Concrete Pipe@ 0.25%Existing Pipe - F2.1NEW JB - F2.1RIM: 29.84New Pipe - F2.1.1:21.47Existing Pipe - F3:21.47Existing Pipe - F2.1:21.4759' of 24" Reinforced Concrete Pipe@ 0.30%Existing Pipe - F3EXISTING DI - F3RIM: 28.50Existing Pipe - F3.1:21.74Existing Pipe - F3.2:22.61Existing Pipe - F3:21.6533' of 18" Reinforced Concrete Pipe@ 0.30%Existing Pipe - F3.1NEW DI - F3.1RIM: 28.25Existing Pipe - F4:21.84Existing Pipe - F3.1:21.8488' of 18" Reinforced Concrete Pipe@ 0.36%Existing Pipe - F4EXISTING DI - F4RIM: 28.00Existing Pipe - F5:22.23Existing Pipe - F4:22.1551' of 18" Reinforced Concrete Pipe@ 2.20%Existing Pipe - F5EXISTING DI - F5RIM: 28.00Existing Pipe - F5:23.34NEW JB - F2.1RIM: 29.84New Pipe - F2.1.1:21.47Existing Pipe - F3:21.47Existing Pipe - F2.1:21.47New Pipe - F2.1.198' of 18" Reinforced Concrete Pipe@ 1.23%NEW DI - F2.1.1RIM: 26.95New Pipe - F2.1.1:22.6810.020.030.040.050.010.020.030.040.050.0-0+500+000+501+001+502+002+503+00-0+500+000+501+001+502+002+503+00DI - B3.3RIM: 28.09Existing Pipe - B3.4:24.29Existing Pipe - B3.3.1:25.38Existing Pipe - B3.3:24.29Existing Pipe - B3.498' of 24" Reinforced Concrete Pipe@ 0.50%DI - B3.4RIM: 28.04New Pipe - B3.5:24.79Existing Pipe - B3.4:24.79New Pipe - B3.5119' of 18" Reinforced Concrete Pipe@ 0.50%DI - B3.5RIM: 28.09New Pipe - B3.5:25.3824 HOUR CONTACT:Aaron Hope (AMH Construction)407-920-85509/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:58am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC5.0STORM PROFILES As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:58am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC8.0DETAILS As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:58am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC8.1DETAILS As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020BCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:58am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSC8.2DETAILS As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
EX. DI A-12RIM 29.11EX. DI A-11RIM 29.72EX. MH A-3RIM 30.21A-3 EXISTING MANHOLERIM:30.21INV IN:22.47 54" RCPINV IN:16.71 30" RCPINV OUT:22.52 54" RCPA-9 EXISTING DROP INLETSCH I RIM:29.54INV IN:24.62 18" RCPINV OUT:24.58 18" RCPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWW W W
WWWWWWWWSUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP15'15'EXISTING UTILITYEASEMENT (15' OFFSETOF WATER/SEWER LINE)WWWWWWWWWANNA PENNINGTON LANE
FLIGHTLINE ROAD
WWSECURITY FENCESECURITY FENCES78° 23' 12"W255.63'N11° 36' 48"W385.00'N78° 23' 12"E
255.63'S11° 36' 48"E385.00'S11° 36' 48"E385.00'PROPERTY : 198419.03 SQ FT2.26 ACRESN:192755.73E:2328917.0364\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
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\\\\\\\\\\\\\\\\\\\\+SSSSSSSSSSSSMFP 1PROPOSED HANGAR1834 FLIGHTLINE RD(FLOOR SLOPES - SEE ARCH)EXISTING 54" STORM DRAINAGESWALE FOR STORMWATERPROPOSED UNDERGROIUNDPOWER REROUTEFOR LIGHTINGNEW JB - F2.1EXISTING DI - F3EXISTING DI - F3.2NEW DI - F3.1EXISTING DI - F5EXISTING DI - F4NEW DI - F2.1.1Existing Pipe - F5Existing Pipe - F4 Existing Pipe - F3.1
Existing Pipe - F2.1
New Pipe - F2.1.1Existing Pipe - F3Existing Pipe - F3.2DI - B3.3DI - B3.5DI - B3.4New Pipe - B3.5Existing Pipe - B3.4| W| W| WEXISTING DI - F5Li (5)Nd (54)Rk (7)ELEV 30.63MFP 1OFFICE1830 FLIGHTLINE RDFFE 31.71MFP 1PROPOSED HANGAR1835 FLIGHTLINE RDFFE 31.718/10/15 REVISED PER FORSYTH COUNTY COMMENTSBCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:58am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, NC 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSL1.0LANDSCAPE PLAN As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020
8/10/15 REVISED PER FORSYTH COUNTY COMMENTSBCDDB321A321CAJ M Smith Engineering LLC
FAX (678) 267-3731
LOCAL (706) 894-2331CORNELIA, GEORGIA
ENGINEERS AND CONSULTANTS
155 CLARKESVILLE STREET
30531 www.jmsmithengineering.com
TEL (678) 267-3690
POST OFFICE BOX 331OFFORSCALE:CHECKEDDATE:JOB NO.:DESIGNEDDRAWNPrinted:J:\Jobs\274 - Sandbar Architects\2020-274-01 ILM Wilmington\CON DWG\SHEETS\SHEETS2.dwg Sep 22, 2020 - 7:58am
NUMBERSHEETPrinted By:Owner
Know what's below. Call before you dig.North CarolinaUtilities Protection Center, Inc.Aero Center Wilmington
1830, 1834 & 1835 Flightline Road Wilmington, GA 28405
313915.53.7748.000New Hanover County, NC County, NC 9/14/20220Marathon FBO DBA Aero Ctr Wilm.2020-274-01JMSJMSJMSL2.0LANDSCAPE DETAILS As Noted2020
PERMIT SET - VALID WITH APPROVAL STAMP
9/20/2020