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2017-03 MARCH 2017 TRC REPORTPage 1 of 3 TECHNICAL REVIEW COMMITTEE REPORT MARCH, 2017 The New Hanover County Technical Review Committee (TRC) met twice during the month of March and reviewed three (3) preliminary site plans. Westview @ River Oaks (Performance Site Plan Re-Approval) Westview at River Oaks is located near the south central portion of New Hanover County (8000 block River Road) and is classified as General Residential on the County’s adopted 2016 Land Classification Plan. The 22 lot development has direct access from River Road (public road) and River Oaks Drive (public road). The new owner/developer for the project requested a two- year preliminary site plan re-approval of the project in accordance with the County’s Subdivision Ordinance. Preliminary site plans are valid for a period of two years unless a final plat for all or a portion of the project is approved by the County. Westview Site Plan Data  Zoning District: R-15 Residential  Water Service: Private (Aqua of North Carolina)  Sewer Service: Private (Aqua of North Carolina)  Lots: 22 (Single Family Residential)  Acreage: 21.72  Road Designation: Private  Conservation Resources: Yes (Swamp Forest)  Transportation Impact: None In a vote of 5-0, the TRC re-approved the preliminary site plan for two (2) years based on the following: 1) No design changes made to the site plan 2) Work completed to date on-site (water & sewer lines, grading, & paving) 3) Valid wetlands permit 4) Approved NCDOT Driveway Permit Conditions of the preliminarily approval of the April, 2014 Westview site plan will remain in-force and include a sidewalk along River Oaks Drive to River Road and a recommendation for pedestrian access within the right-of-way of River Road along the road frontage of the project in association with the Greenway Plan. The Oaks at Anchors Bend (Performance Site Plan with Low Impact Development Elements) The Oaks at Anchors Bend is located in the northeastern portion of New Hanover County (2400 block Middle Sound Loop Road – Middle Sound Community) and is classified as General Residential on the County’s adopted 2016 Land Classification Plan. The 39 lot subdivision has direct access from Middle Sound Loop Road (public road). The Oaks Site Plan Data  Zoning District: (CZD) R-20 Residential  Water Service: Public (CFPUA)  Sewer Service: CFPUA (Public) Page 2 of 3  Lots: 39  Acreage: 20.7  Road Designation: Private  Conservation Resources: None  Transportation Impact: None Two separate motions were made on The Oaks at Anchors Bend – the Low Impact Development component and site plan component. In a vote of 5-0, the TRC approved the Low Impact Development component with the following conditions: 1) The development must incorporate the infiltration ponds as displayed on the plan. 2) Pumping of storm water should not occur unless determined to be necessary. 3) Additional Low Impact facilities, including but not limited to rain gardens, cisterns, bio- retention areas, and pervious pavement must be incorporated into the design of the development. These facilities will be reviewed with the storm water plans. In a vote of 5-0, the TRC approved the site plan component of the project with the following conditions: 1) A tree mitigation plan showing location and species type must be presented to Planning staff for review. 2) A NCDOT Driveway Permit will be required. 3) Unduplicated street names and new development name will need to be approved by Planning staff and E-911. 4) The cul-de-sac must be designed to accommodate fire protection. 5) Fire hydrant placement must be conferred with County Fire Services. 6) Maintenance responsibilities of all storm water and Low Impact facilities must be expressly defined in the HOA covenants and restrictions. Cane Garden Village (Performance Site Plan) Cane Garden Village is located near the central portion of New Hanover County (4400 block Gordon Road) and is classified as General Residential on the County’s adopted 2016 Land Classification Plan. The 38 lot subdivision has direct access to Gordon Road (public road). Cane Garden Village Site Plan Data  Zoning District: R-10 Residential  Water Service: Public (CFPUA)  Sewer Service: Public (CFPUA)  Lots: 38  Acreage: 11.49  Road Designation: Private  Conservation Resources: None  Transportation Impact: None In a vote of 5-0, the TRC approved the preliminary site plan for Cane Garden Village with the following conditions: 1) No gates, traffic calming devices or on-street parking allowed unless reviewed by TRC. 2) NCDOT Driveway Permit and Encroachment agreements prior to final plat approval. 3) Temporary turn-around be created at the end of Myett Court for emergency service delivery. Page 3 of 3 4) Provide a cross-walk to the mulch trail around the pond. 5) Specify location of spillway on site plan. 6) Check on Greenway Plan whether a sidewalk will be needed along Gordon Road. NO R T H No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.WEST VIEW AT RIVER OAKS SIGNATURE RIVER OAKS NC, LTD 4307 PEEBLE DRIVE WILMINGTON, NC 28402 713-822-3891WilmingtonNew Hanover County North Carolina C-1 GRAPHIC SCALE 1 inch = 30 ft. 30 0153060  NO R T H No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.WEST VIEW AT RIVER OAKS SIGNATURE RIVER OAKS NC, LTD 4307 PEEBLE DRIVE WILMINGTON, NC 28402 713-822-3891WilmingtonNew Hanover County North Carolina C-2 GRAPHIC SCALE 1 inch = 30 ft. 30 0153060 F M F M F M F M F M F M F M F M 2 6 5 . 9 4 ' S 3 3 ° 3 4 ' 0 1 " W 166.07' N46°47'04"W481.29' 166.05'149.18' 1 6 5 . 3 6 ' S 3 3 ° 3 0 ' 3 4 " W L-1 L-2 199.53'S46°26'06"E L - 3 354.27' S 46°15'37"E 558.37' 204.10' C - 1 L - 4 675.18'N46°49'13"W L - 5 401.98' S46°52'53"E S33°33'08"W 11.11' S46°53'48"E229.34' BOUNDARY/TITLE OVERLAP 2,338SQ.FT. 162.34' S46°52'53"E S 3 3 ° 3 3 ' 0 8 " W 2 7 2 . 1 8 ' S 3 3 ° 3 3 ' 0 8 " W 2 6 0 . 9 6 ' S46°48'22"E197.77'100.38' S46°59'06"E 1 1 7 . 3 4 ' N 3 3 ° 3 9 ' 1 5 " E 1 1 7 . 7 0 ' N 3 3 ° 2 4 ' 5 6 " E 1 0 0 . 0 6 ' N 3 3 ° 4 1 ' 4 7 " E 1 3 8 . 6 6 ' N 3 3 ° 4 0 ' 2 3 " E 6 5 . 0 4 ' N 3 3 ° 4 1 ' 4 7 " E R05200-001-009-000 STONEJOSEPHCJRKIMBERLYV DB5912PG2298 R05100-005-004-000 BLACKCHRISBCANDICE M DB5919PG0304 R04400-004-014-000 CZESAKMARK DDANNAH DB3755PG0787 MB21PG77 R04500-007-033-000 BRITT ANNIE DB9903PG2016 R04500-007-024-000 HOLT PAULRTERESAL DB2573PG0385 MB4 PG109 00 6 R05100-005-006-000 BLANTONDAVIDEJANICEJ DB0371PG0332 R05200-001-002-000 JENKINSELDRIDGEJR DB9906PG2014 R05200-001-015-000 BRITTCODEVELOPINGCOMPANYLLC DB5823PG0407 MB45PG364 R05200-001-003-000 SHIVARGLENN WJANETS DB4061PG0743 MB2 PG77 R05200-002-008-000 MYERSBRIANEETAL DB5661PG0606 MB2 PG77 R05200-001-010-000 RICHARDSONSHARONETAL DB5707PG1216 MB2 PG77 R05200-001-011-000 BACHMANDAVIDSAGNESJ DB0576PG0347 MB2 PG77 R04500-008-007-000 CATALONEBRADLEYJTINAM DB5962PG0842 MB52PG168-170 R04500-008-006-000 CONWAYBRENTKEVELYNS DB5295PG1683 MB52PG168-171 R04500-008-005-000 NEVEUALAND DB5265PG2123 MB52PG168-171 R05200-002-003-000 ELIZABETHB.CAMERON DB1614,PG742 DB5479,PG343 MB4,PG109 R05200-002-003-000 ELIZABETHB.CAMERON DB1614,PG742 DB5479,PG343 MB4,PG109 R05200-002-003-000 ELIZABETHB.CAMERON DB1614,PG742 DB5479,PG343 MB4,PG109 R04500-008-062-000 COWENKERRY MNANCY DB5785PG0600 MB57PG378-379 R04500-008-063-000 JOHNSONJEROMEKJR BLAKEN DB5784PG2881 MB57PG378-379 R04500-008-064-000 HEWITTWAYNE MARGARET DB5787PG2241 MB57PG378-379 R04500-008-064-000 PANCHALNEELAMPARIMAL DB5846PG1642 MB57PG378-379 R04500-008-078-000 GRASTYMARCUSRANNEM DB5801PG1448 MB57PG378-379 R04500-008-078-000 BEINEKEMATTHEWEASHLEYDENTON DB5796PG0999 MB57PG378-379 S46°48'26"E 490.00' S 2 8 ° 0 5 ' 2 6 " W 3 0 3 . 1 2 ' WET WET W E T WET W E T WET WET WET WETWET WET W E T WET WET W E T W ETWETWET WET WET W E T WET W E T WET WETWETWET WET W E T W E T WET WET W E T W E T W ET WET WET W E T WET WET W E T WET WET W ET W E T W E T WETWETWETWETWETWETWETWET W E T W E T WET W W W W W W 29 23 17 16 15 14 13 11 12456 9 7 8 10 12 28 30 27 26 21 25 24 22 18 19 20 W W W W W W W W W W W W W W 3 39 38 37 36 35 34333231 SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS W W W W W W W FM F M F M S S SS SS SS SS W W W W W W W W W W FM FM FM FM W E T WET WET W E T W ETWETWET WET WET WET WET W E T WET W E T WET WET WET WETWET WET W E T WET W E T WET WETWETWET WET W E T W E T WET WET W E T W E T W ET WET WET W E T WET WET W E T WET WET W ET W E T W E T WETWETWETWETWETWETWETWET W E T W E T WET 30'ACCESSEASEMENTTOREMAIN 20'PERIMETERSETBACK 2 0 ' P E R I M E T E R S E T B A C K 20'PERIMETERSETBACK 20'PERIMETERSETBACK 20'PERIMETERSETBACK 2 0 ' P E R I M E T E R S E T B A C K 24' 50' 24'50' 5' 53' 27' R2 5' R 2 5 ' R 7 5 ' R75' R 2 5 ' R25' R 1 5 0 ' R400' R350' R75'R75' 53' 27' 30' R04500-007-032-000 POWELLWARRENJEANAS DB4562PG0505 MB4PG109RO4500-007-023-000 DONALDPOWELL &JEANAWARREN DB5393,PG1349 R690' A R B O R ETU M D R M A S O N S POINT P L PINEHURST PL FALCONPT S T O STONEHEADCT SALT BRICK CT HERVEY LN H A Y F I E L D C T E W R D H E S S S TLANCASTERST B AILE Y A V OCEAN LOOPRD M I D D L E S O U N D L O O P R D M I D D L E S O U N D L O O P R D MID D L E S O U N D L O O P R D S N EE D E N D R B E D R O C K C T S Y L V A N L N B BROOK RD N E Y IN T R A C O A ST A L W AT E R W A Y MID D L E S O U N D HARLENDALE DR VIEW OCEANVIEW STONEYBROOKS/D H A Y D E N D R A L E S T O N E D R ALDRICH L N M A S O N S B L U F F C T LINE BEARING DISTANCE L-1S46°52'53"E 30.43' L-2S47°03'31"E 29.97' L-3 S32°54'54"W 9.59' L-4N27°47'07"E 37.08' L-5 S33°44'06"W 30.41' CURVEARCRADIUSCHORDBEARINGDELTAANGLECHORD C-1 138.35'592.97'N33°08'02"E 13°22'06"138.04' 03060 120 240 SCALE:1"=60' GRAPHICSCALE DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEIJOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : RP B RP B RP B 1" = 6 0 ' 2/ 8 / 1 7 TH E O A K S A T A N C H O R S B E N D GR A D I N G & D R A I N A G E P L A N C-2.0 15407.PE ROAD A (PRIVATE 50' R/W) ROAD B(PRIVATE 50' R/W) R O A D A ( P R I V A T E 5 0 ' R / W ) M I D D L E S O U N D L O O P R O A D INFILTRATIONBASIN#2 INFILTRATIONBASIN#1 20'DRAINAGE EASEMENT(TYP.) STATESTORMWATER TREATMENTFORCEMAINTO SECONDARYTREATMENT INFILTRATIONBASIN 20'DRAINAGE EASEMENT(TYP.) 20'DRAINAGE EASEMENT(TYP.) 20'DRAINAGE EASEMENT(TYP.) RETAININGWALL[BY OTHERS](TYP.) SITEINFORMATION OWNER:RALEIGH-WILMINGTONINVESTORS,LLC 6131FALLSOFNEUSEROAD RALEIGH,NC27609 PROJECTADDRESS:2406MIDDLESOUNDLOOPROAD WILMINGTON,NC28411 PARCELID:R05200-001-005-000,R5200-001-006-000, R05200-001-007-000,R05200-001-016-000 CURRENTZONING:(CZD)R-20,CONDITIONALRESIDENTIAL DISTRICT (PERFORMANCERESIDENTIAL) TOTALSITEAREA:20.7AC RECORDEDDEEDBOOK:DB6000,PG486&PG1007 CAMALANDUSECLASSIFICATION:WATERSHEDRESOURCEPROTECTIONAREA EXISTINGLANDUSE:UNDEVELOPED/SINGLEFAMILYRESIDENTIAL PROPOSEDLANDUSE:SINGLEFAMILYRESIDENTIAL(3BEDROOM) COMPREHENSIVELANDUSE:GENERALRESIDENTIAL SITEDATA AVERAGESINGLEFAMILYLOTSIZE:60'X130'(TYP.) MAXBUILDINGHEIGHT:35' TOTALUNITS:39DWELLINGUNITS DENSITY:1.88DU/AC DIMENSIONSTANDARDS PERFORMANCERESIDENTIALDISTRICTREQUIREMENTS 59.1.1-2.1BUILDINGSONTHEPERIPHERYOFAPERFORMANCERESIDENTIAL DEVELOPMENTSHALLSETBACKNOLESSTHANTWENTY(20)FEETFROMTHE ADJOININGPROPERTYLINE.(6/16/86) 59.1.1-2.2INNOCASESHALLANYPARTOFADETACHEDSINGLE-FAMILYDWELLINGUNITBE LOCATEDCLOSERTHANTEN(10)FEETTOANYPARTOFANYOTHERDETACHED SINGLE-FAMILYDWELLING;ANDINNOCASESHALLANYPARTOFAMULTIPLE DWELLINGUNITBELOCATEDCLOSERTHANTWENTY(20)FEETTOANYPARTOF ANOTHERDWELLINGUNIT.(6/1/92) IMPERVIOUSCALCULATIONS TOTALSITEAREA:±20.7AC ALLOWEDIMPERVIOUSCOVERAGE:30%(6.21AC),PERCONDITIONALAPPROVAL PROVIDEDIMPERVIOUSCOVERAGE:29%(±6.02AC) LOTDEEDRESTRICTIONS:39LOTSx5,100SFEACH=198,900SF(±4.57AC) PRIMARYROADWAY&SIDEWALK:±1.45AC OPENSPACECALCULATIONS REQUIRED(0.03X39LOTS):1.17AC 0.585ACACTIVEOPENSPACE 0.585ACPASSIVEOPENSPACE PROVIDED:+1.70AC +0.77ACACTIVEOPENSPACE +0.93ACPASSIVEOPENSPACE ADDITIONALCOMMONAREA: WETLANDS:+2.34AC STORMWATERMANAGEMENT/ BMPAREA:+2.01AC PLANTEDBUFFERZONE:+0.60AC GENERALCOMMONOPENAREA:+3.53AC TOTALPROVIDEDOPENSPACE/ COMMONAREA:+10.18AC ASSOCIATIONMAINTENANCE ALLBUFFERS,DRAINAGEAREASANDPASSIVE/ACTIVEOPENSPACESHALLBEMAINTAINED BYTHEHOMEOWNER'SASSOCIATION PROPOSED WALKINGTRAIL,TYP. WETDETENTION BASIN#1 LANDDISTURBANCENOTE: SITEEXCEEDSONEACREINDISTURBANCE,ALLSTATE PERMITSWILLHAVETOBESECUREDPRIORTOISSUANCEOFA BUILDINGPERMIT. SURVEYNOTE: TOPOGRAPHICANDBOUNDARYSURVEYCOMPLETEDBY PARAMOUNTEENGINEERING,INC.ANDSEALEDBY CHRISTOPHERJ.GAGNE,PLS,ONOCTOBER5,2016. FEMANOTE: ALLLOTSEXISTWITHINFLOODZONE'X',ASSHOWNBYFEMA FLOODPANEL3720316800JWITHANEFFECTIVEDATEOF APRIL3,2006. WETDETENTION BASIN#2 WETDETENTION BASIN#2 ROADS 1.ALLSTREETSSHALLBEPRIVATEANDCONSTRUCTEDTONCDOTSTANDARDSANDINSPECTED ANDCERTIFIEDBYENGINEERTOVERIFYTHEYWEREBUILTTONCDOTSTANDARDS. 2.ALLSIDEWALKSWILLBECONSTRUCTEDINCOMPLIANCEWITHADAREQUIREMENTS. 3.STREETNAMESTOBEVERIFIEDBYE-911PRIORTORECORDATIONOFSINGLEFAMILYLOTS. CONNECTIVITYRATIOREQUIRED:1.40 PROVIDED:1.00 UTILITIES 1.ALLWATERANDSEWERUTILITIESWILLBECOORDINATEDWITHCFPUA. 2.WATERPROVIDEDBYCAPEFEARPUBLICUTILITYAUTHORITY.CFPUAVERIFIEDCAPACITYIS AVAILABLETOSERVETHISPROJECT. 3.SANITARYSEWERPROVIDEDBYCAPEFEARPUBLICUTILITYAUTHORITY.CFPUAVERIFIED CAPACITYISAVAILABLETOSERVETHISPROJECT. 4.STORMWATERWILLBEHANDLEDONSITEINCOMPLIANCEWITHALLSTATEANDLOCAL STORMWATERSTANDARDS. 5.STREETLIGHTSWILLBEPROVIDEDASPERSECTION52-9OFTHENEWHANOVERCOUNTY SUBDIVISIONORDINANCE. 6.VERTICALOBSTRUCTIONS,FENCES,WALLS,ETC.ARENOTALLOWED INUTILITY/DRAINAGEEASEMENTS. STREETLIGHTS NEIGHBORHOODSTREETLIGHTMODELSANDLOCATIONSSHALLBEDESIGNEDBYDUKEENERGY.DUKE ENERGYANDDEVELOPERTOCOORDINATEWITHTHECOUNTYASNECESSARY. LANDSCAPE 1.ALLLANDSCAPEWILLCOMPLYWITHNEWHANOVERCOUNTYORDINANCESANDALANDSCAPE PLANWILLBESUPPLIEDASPARTOFTHEPERMITTINGDOCUMENTS. 2.EXISTINGVEGETATIONSHALLBEPRESERVEDTOTHEMAXIMUMEXTENTPOSSIBLE;REMOVALOF EXISTINGVEGETATIONWITHINTHESEDEFINEDAREASSHALLPERTAINTONECESSARYAND ESSENTIALSITEIMPROVEMENTSCONCERNINGDEVELOPMENT. =PROPERTYLINE =WETLANDS =ACTIVEOPENSPACE =PASSIVEOPENSPACE =PERIMETERSETBACK =PROPOSEDUTILITYEASEMENT =OLDUTILITYEASEMENT =CURVERADIUS =WATERLINE =SEWERLINE =SIDEWALK =FIREHYDRANT LEGEND R W SS ACTIVEOPENSPACE 0.77AC. STORMWATERPIPE (TYP.) WETLANDS,TYP. WETLANDS,TYP. WETLANDS, TYP. PLANTEDBUFFER AREA,TYP. PLANTEDBUFFER AREA,TYP. PASSIVEOPENSPACE 0.93AC. 5'WIDESIDEWALK,TYP. WATERMAIN,TYP. SEWERMAIN,TYP. LANDSCAPEMEDIAN FIREHYDRANT,TYP. PRIVATEROADSCERTIFICATION I(WE)THEDEVELOPERSOFCLEARWATERPRESERVE SUBDIVISIONLOCATEDINTHEUNINCORPORATEDAREA OFNEWHANOVERCOUNTYUNDERSTANDTHATTHE ROADSINSAIDSUBDIVISIONAREDESIGNATED PRIVATE.IUNDERSTANDTHATOWNERSHIPAND MAINTENANCEOFTHEROADSWILLBETHE RESPONSIBILITYOFTHEDEVELOPERUNTILSUCHTIME THATTHEDEVELOPERDESIGNATESTHE RESPONSIBILITYTOTHEPROPERTYOWNERS' ASSOCIATION.RESPONSIBILITIESMUSTBEACCEPTED BYTHEHOMEOWNERSASSOCIATIONASSPECIFIEDIN THEHOMEOWNERCOVENANTSFORSAIDSUBDIVISION. THEPRIVATEROADSINSAIDSUBDIVISIONARETOBE CONSTRUCTEDINACCORDANCEWITHSECTION52-4OF THENEWHANOVERCOUNTYSUBDIVISIONORDINANCE ANDALLAPPLICABLECOUNTYCODESWHICHINCLUDES THEDESIGN,INSTALLATION,INSPECTION,AND APPROVALBYALICENSEDENGINEER(PE)RECOGNIZED INTHESTATEOFNORTHCAROLINAPRIORTOFINAL PLATAPPROVALFORALLORAPORTIONOFTHE SUBDIVISION.IFALLORAPORTIONOFTHEROAD INFRASTRUCTURESYSTEMWITHINTHESUBDIVISIONIS BONDEDTHROUGHASURETY,PERFORMANCEBOND, ORCASHESCROW,NOBONDSHALLBERELEASED UNTILALLROADCONSTRUCTIONIMPROVEMENTSARE COMPLETEANDCERTIFIEDBYTHEPROFESSIONAL ENGINEER. ITSHALLBEDISCLOSEDTOTHEPROSPECTIVEBUYER OFALOTORLOTSWITHINASUBDIVISIONTHATROAD MAINTENANCESHALLRUNTHROUGHTHEPROPERTY OWNERSASSOCIATIONINPERPETUITYAFTER ACCEPTANCEFROMTHEDEVELOPERUNTILSUCHTIME THATTHEROADSARERE-PLATTEDASPUBLICLY DESIGNATEDROADSANDTAKENOVERFOR MAINTENANCETHROUGHTHENORTHCAROLINA DEPARTMENTOFTRANSPORTATION(NCDOT)OR APPROPRIATEGOVERNINGAUTHORITY. RALEIGH-WILMINGTON INVESTORS_______________________________________ DATE__________________ ADDITIONALREQUIREMENTSFORAPPROVEDCONDITIONALZONINGDISTRICT 1.DUPLEX,MULTI-FAMILY,ANDMOBILEHOMEHOUSINGSHALLBEPROHIBITED. 2.IMPERVIOUSCOVERAGESHALLNOTEXCEED30%OFTHESITE. 3.INADDITIONTOMEETINGCOUNTYANDSTATESTORMWATERREQUIREMENTS,THEDEVELOPMENT SHALLINCORPORATELOWIMPACTDEVELOPMENT(LID)TECHNIQUESASDESCRIBEDINTHECITYOF WILMINGTON/NEWHANOVERCOUNTYLIDGUIDANCEMANUAL,ANDQUALIFYASALIDPROJECTAS DETERMINEDBYTHECOUNTY'STECHNICALREVIEWCOMMITTEE(TRC). 4.EXISTINGVEGETATIONLOCATEDWITHINTHEPROPOSEDOPENSPACEAREASSHALLBEPRESERVED TOTHEMAXIMUMEXTENTPRACTICABLE,ANDONLYBEREMOVEDINORDERTOINSTALLNECESSARY INFRASTRUCTURENEEDEDTOCOMPLYWITHAPPLICABLECOUNTYANDSTATEREGULATIONS. 5.A20FOOTACCESSEASEMENTSHALLBEDEDICATEDTOTHECOUNTYALONGMIDDLESOUNDLOOP ROADFORTHEPURPOSEOFINSTALLINGAFUTUREPEDESTRIANFACILITY. 24' 1/2"PERFT1/4"PERFT SLOPES=3:1 MODIFIEDVALLEYCURB SLOPES=3:1 1' 50FTR/W 6"-B25.0BBASE 1/4"PERFT 6"STONE UNDERCURBING 1.5"-SF9.5ASURFACE 5'2' SIDEWALK 12'5'1' 1'1' 70' 10 ' NOTTOSCALE 10'X70'NCDOTSIGHT TRIANGLE,TYP. VICINITYMAP (NOTTOSCALE) SITE MAILKIOSK 30'ACCESSEASEMENT TOBEPROVIDED 10'UTILITYEASEMENT(TYP.) WET WET EXISTINGWETLANDSTO REMAINUNDISTURBED,TYP. EXISTINGVEGETATIONIN SETBACKTOREMAIN(TYP.) LANDSCAPEMEDIAN EXISTINGTREESTO REMAIN,TYP. MAINENTRANCESIGN, TYP. 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 24 35 36 37 31 Gordon Road Bri e r w o o d R o a d 25 26 27 28 29 30 32 33 34 38 21 20 1922