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Alexandra Place (12-27-23)-Plan Sheets 1-3_7-9
4S&EE3S\ , 8, 11, & 14 L/\I...I III YV VVIVVI IIVIVJ-V. PLAN SEET INDE5 TREE; REMOVAL & WETL PLAN SHEET INDE SITE PLAN SHEET IN EROSION CONTROL. STO UTILITY PLAN SHEET SCALE: 1 "=800' PHASE MAP SCALE: 1"=800' \ -A NOTE WELL os� WETLANDS SHOWNON THIS SHEET ARE WETLANDS AFTER MAGNETIC SPIKE SET PROPOSED PERMANENT 'IMPACTS (FILL) BASED ON WETLAND NC GRID (NAD 83) N:139,778.2790 /.. IMPACT PLAN. rS8Y - \\LEV: 6.65 NAVD86 / / - �s7 rc \ \.. Fog. d \ TION /\ � / • ACT . :. F /'.'.'.'.'.'.WETLANDS-'.yf \ A16 A37 "� N24031'57" E�—�! _ 'au a- ,na (TIE 4.59'INE) -. � A33 �5 ZQ352 A32 \ . . j 60� .`-. m S 2 y{ ` tN 0" W 35uW EO _ ESM 1 MAGNETIC SPIKE SET - S73o N�: 9Z i \ N 139,I1D74. 3D733) - ,593.0393 CP - QROPtiR - - N1/o33k \ ELEW280.31 NAVD88 / N 09026'17" E 236.29' (TIE LINE) EIP -f t No335j� ' t N 48034'58" E 498.771 (TIE LINE) - -: ft I - �/ .EIP .' I ' / ..� I ` / 6k 7C p0.0p N 3033.5>." w I - .. ...•.. .... .... •. - B4 B3- B2 BI I: BS :...... r - -- - - - I CP • , • . • `. : . - . a • a a _ BID _ . _ . . -.. . . . eu a a /- - _ . 819 _ .. . _• .� . ass - v - - B1G ?a1 (\� \ / WETLANDS BIB � _ • _ .�K _ • , ♦ ♦ -♦ ♦.: - • ♦ • • • : • : ♦ • • •. • : ♦ ♦ • • • • • •• ♦ •: , 810 � QJ � „]: ; • - a u / �0 qs js _ • - .- a.' 819 %~5 B26 829 621 - 821 02U B2] 4-. 825 BZZ _ r s, `a . , • �= �s / / FINAL DRAWINGWING CAROLINA BEACH RD (US 421) SITE JG7 VICINITY MAP SCALE 1"=2,000' SHEET INDEX z� Co W0 r m m 0 I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and Stormwater Design Manual Signature: �W_ Printed Name and Title: J457,iri C. giskoo,,Pr Date: 12/Z2%202.3 Registration Number. 03623z r 9\ RE vow PURPOSES ONLY - - - - - t-, 1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon receipt of the Stormwater Permit, any clearing, grading, construction, or development, will be 1s ".'.', L •.�� �, Gr „: performed in accordance with the plan and that the applicable ordinances and rules of New ' POND r_ / Hanover County, the State of North Caroilno and the Federal Government and its agencies _ •- ' =�� j 0 which are hereby made part of this plan. As the owner, I (we) accept -full responsibility for :'. e)1 he construction and operation and maintenance of the proposed facilities. I (We) will not attemptthis responsibility without: the written authorization of New Hanover . . . - e4z / :; County. #o transfer / 1 '._-,•,-,•,-,.,-, _.,., ���.. S 13058'30" E.. - e]? ....-. _ . . 170E LINE) i Rye Signature: Printed Name and Title: L 910BDL : wome ryt/Y")OW- Dgte i.W Ao).3 - . tj EIR ms,•_'• / NI ©, /$P� 1 p�6 GRAPHIC SCALE COVER SHEET DATE-' 8-23 r / sJsr'�.` , r 0a / / 100 o so 100 200 4oD ALEXANDRA PLACE SCALE: AT THE VILLAGE AT MOTTS LANDING, PHASE 3 1"=1oo" FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN: a / JCB NEW IRON ROD SET IN FEES') i ap • - NC GRID (MAD 83) 1 inch = 100 ft. �`'` 1 4°;!/t MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: N 137,833.9790: - t}a�,';a� CA&;-- j�!J�. 1134 SHIPYARD: BOULEVARD JBM S, f E:2,328,324.2540 - � N-te::E.., � v'� WII.MINGTON: NORTH CAROLINA 28412 - PROJECT NO: 1 Rensm ro An R sr LAYOUT. UPDATE SHEET INDM MOVE orals ro ANOTHER SHEET. ;12s-23 � ,u " � ' - ELEV. Moo NAVD88 s Hmel ®b- 9o3y33 �Q /- PRELIMINARY PLAT NOT FOR RECORDATION, - CURVE TABLE CURVE RADIUS I CHORD BEARING CHORD LENGTH Cl 756.24' 'N 4227'18" W - -7448' _ C2 756.24' N 31U9'25":W - 222.92'- C3 756.24' ' N 02-._M6 W 530.76' C4 1,200.00- rN 27-29.35" E 379.06' C5 1,000.00' ' N 45-52'59' E 323.30' •+: !4aY�..3 Y i.t • ,. v - Phone 910-392-5249 Email.: je pass. Dsecrr.COM 355 T. 12 22-2pZa�' �' Fax -. 910-392-5203 License No. C-2320 ,• d� d DEVELOPER. . AFIEW PROPERTIES, LLC SHEET NO:1 • •• ,..-y' �•�a 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 REVISIONS PHONE 910-763 2629 OF: 3 7 CONVEYANCES,' OR SALES 2 ' REVISED ro CORRECT EDGE. LINE LOb1TIGN ON WEST SIDE OF RM31 RD IN FRONT OF PHASE 3A - 12-10-23 3- &EA&SED TO SHOW REV1NING WALL ALONGll.. SIDES & REAR F001PRINF OF BUILDINGS FOR LaM Al-V 12112-23 REV NO. DESCRIPTION DATE 1 NOTES 1. BOUNDARY, TOPOGRAPHICAL, & TREE SURVEY PROVIDED BY PORT CITY LAND SURVEYING, PLLC (1144 SHIPYARD BLVD, WILMINGTON, NC 28412. PHONE: 910-791-0080, STEVEN L. BUIE, PROFESSIONAL LAND SURVEYOR L-3402). 2. LIMITS OF DISTURBANCE = 340,724 SF = 7.82 ACRES. 3. DISTURBED AREA WITHIN RIGHT-OF-WAY OF RIVER RD (SR 1576) SHALL BE IMMEDIATELY SEEDED & STABILIZED WITH EXCELSIOR MAT OR MULCH PRIOR TO ANY RAINFALL EVENT & IN ACCORDANCE WITH GROUND STABILIZATION CHART, 4. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED IN ACCORDANCE WITH GROUND STABILIZATION CHART. 5. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE INDICATED. 6. ALL CITY AND/OR COUNTY, STATE, & FEDERAL REGULATIONS SHALL BE FOLLOWED. 7. WETLAND DELINEATION BY SOUTHERN ENVIRONMENTAL GROUP. INC. (5315 S COLLEGE RD, SUITE E, WILMINGTON, NC 28412, PHONE: 910-452-2711). 8. EDGE OF 404 WETLAND (PRIOR TO PERMANENT WETLAND IMPACTS) IS ALSO THE EDGE OF THE CONSERVATION RESOURCE "WSF" SWAMP FOREST (PRIOR TO ADJUSTMENT) AND THE EDGE OF CLASS IV SOILS AS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP, INC. & FIELD LOCATED BY PORT CITY LAND SURVEYING, PLLC. LOCATION OF COASTAL WETLAND LINE & CONSERVATION RESOURCE "WBM" BRACKISH MARSH LINE WITHIN PHASE 3A AREA AS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP, INC. & FIELD LOCATED BY PORT CITY LAND SURVEYING, PLLC. BRYAN HALL, WITH THE DCM, VERIFIED THE COASTAL WETLAND LINE WITHIN PHASE 3A ON 10/24/2023. LOCATION OF COASTAL WETLAND LINE & CONSERVATION RESOURCE "WBM" BRACKISH MARSH LINE WITHIN PHASE 3B AREA BASED ON AERIAL OBSERVATIONS BY SOUTHERN ENVIRONMENTAL GROUP, INC. 9. ALL SPACE, EXCEPT THE TOWNHOUSE LOTS, IS COMMON AREA. COMMON AREA SHALL BE OWNED & MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 10. LOCATION OF ANY STREET LIGHTS, ELECTRIC LINES, TELEPHONE LINES, AND/OR NATURAL GAS LINES TO BE DETERMINED BY UTILITY COMPANIES. 11. ALL PROPOSED ON -SITE UTILITY LINES SHALL BE UNDERGROUND. 12. ADA APPROVED DETECTABLE WARNING DOMES SHALL BE INSTALLED ON ALL CURB RAMPS. 13. ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10. NO OBSTRUCTIONS SHALL BE PLACED WITHIN THE SIGHT TRIANGLES (SEE SHEETS 10, 11 & 25) NOR WITHIN THE STOPPING SIGHT DISTANCE (SEE SHEET 25). 14. INDIVIDUAL ROLL CARTS SHALL BE USED FOR LOT TRASH REMOVAL. 15. DRIVE AISLES ARE PRIVATE. 16. MANHOLES, CATCH BASINS, & DROP INLETS SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE OVERSIZED PIPES. 17. ALL MANHOLES AND DROP INLETS SHALL BE TRAFFIC BEARING. DROP INLET FRAME & GRATE TO BE NCDOT STD. 840.16. 18. STORM DRAIN PIPE MAY BE RCP (SHOWN ON PLAN) OR HP STORM (POLYPROPYLENE DOUBLE-GASKETED PIPE WITH CORRUGATED EXTERIOR & SMOOTH INTERIOR MEETING AASHTO M330). A MINIMUM COVER OF 2 FEET (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER RCP UNDER DRIVE AISLES UNLESS CLASS IV OR V RCP IS USED. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER CLASS IV RCP UNDER DRIVE AISLES. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO TOP OF ASPHALT) SHALL BE PROVIDED OVER CLASS V RCP UNDER DRIVE AISLES. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER HP STORM UNDER DRIVE AISLES. COVER GREATER THAN 1 FOOT (TOP OF PIPE TO GROUND SURFACE) OVER HP STORM MAY BE REQUIRED TO PREVENT FLOTA1ION OF PIPE. PROVIDE MINIMUM COVER OVER HP STORM PER TABLE 2 IN ADVANCED DRAINAGE SYSTEMS, INC.'S (MANUFACTURER'S) TECHNICAL NOTE 5.05 TO PREVENT FLOTATION. HP STORM SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. 19. THE PROPOSED DRAINAGE EASEMENTS FROM RIVER RD (SR 1576) R/W TO, AND INCLUDING, WET PONDS #1 & 2 SHALL BE PERMANENT AND RECORDED WITH THE NEW HANOVER COUNTY REGISTER OF DEEDS. THE EASEMENT SHALL BE GRANTED IN FAVOR OF NCDEQ FOR ACCESS TO THE STORMWATER CONTROL MEASURES (SCMs). ALL STORMWATER CONTROL MEASURES (SCMs) SHALL BE PRIVATE AND MAINTAINED AS DESCRIBED IN THE OPERATION AND MAINTENANCE AGREEMENT WHICH SHALL BE RECORDED WITH THE NEW HANOVER COUNTY REGISTER OF DEEDS. 20. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS THE DRIVE AISLE IN FRONT OF, OR ADJACENT TO, THE RESPECTIVE TOWNHOME UNIT, AND TO THE APPROPRIATE DRAINAGE SYSTEM & WET POND (SEE DRAINAGE AREA MAPS). 21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE TOWARDS ROOF DOWNSPOUT PIPE SYSTEMS, STORM DRAIN PIPE SYSTEMS, & WET PONDS PER THE DRAINAGE AREA MAPS. THE CONTRACTOR SHALL ENSURE STORMWATER ON ADJACENT PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO DEVELOPMENT_ 22, DURING CONSTRUCTION WET PONDS #1 & 2 WILL SERVE AS SEDIMENT BASINS. A FAIRCLOTH SKIMMER SHALL BE INSTALLED & CONNECTED TO THE OUTLET STRUCTURE OF EACH POND (SEE SKIMMER DETAIL & CHART FOR SKIMMER & ORIFICE SIZE). THE FAIRCLOTH SKIMMER IS TEMPORARY. ONCE THE EN11RE AREA DRAINING TO THE RESPECTIVE POND HAS BEEN STABILIZED, THE SKIMMER SHALL BE REMOVED & THE ORIFICE PIPE (SEE POND DETAIL & CHART FOR SIZE) SHALL BE INSTALLED. 23..PRIOR TO THE INSTALLATION OF WATER MAINS AND/OR SANITARY SEWER MAINS (GRAVITY AND/OR FORCE) CONTRACTOR SHALL NOTIFY THE ENGINEER WITH MALPASS ENGINEERING & SURVEYING, P.C. AT 910-392-5243. 24. PROPOSED WATER SHALL BE OWNED BY AQUA NORTH CAROLINA, INC. PROPOSED WATER SHALL BE BUILT TO AQUA NORTH CAROLINA, INC. SPECIFICATIONS & DETAILS. AQUA NORTH CAROLINA SHALL BE NOTIFIED 72 HOURS BEFORE CONSTRUCTION IS TO BEGIN. AQUA NORTH CAROLINA SHALL BE NOTIFIED 72 HOURS BEFORE ANY CONSTRUCTION IS BURIED. AQUA NORTH CAROLINA SHALL BE NOTIFIED 48 TO 72 HOURS BEFORE ANY TESTING IS CONDUCTED. 25. PROPOSED PUBLIC SANITARY SEWER SHALL BE OWNED BY CFPUA (CAPE FEAR PUBLIC UTILITY AUTHORITY). PROPOSED SANITARY SEWER SHALL BE BUILT TO CFPUA SPECIFICATIONS & DETAILS. 26. PROPOSED PVC WATER MAINS (3"-12") SHALL BE C900 (DR-14). PROPOSED DIP WATER MAINS (3"-54") SHALL CONFORM TO AWWA C150 & AWWA C151. BENDS & FITTINGS AS NECESSARY ON WATER MAINS. 27. PROPOSED SANITARY SEWER GRAVITY MAINS WITH DEPTH OF EARTH COVER 3' OR GREATER SHALL BE PVC C900 DR-18, UNLESS OTHERWISE SPECIFIED. PROPOSED SANITARY SEWER GRAVITY MAINS WITH DEPTH OF EARTH COVER LESS THAN 3' SHALL BE DIP. PROPOSED DIP SANITARY SEWER GRAVITY MAINS SHALL CONFORM TO AWWA C151 MINIMUM PRESSURE CLASS 350 WITH COATING & LINING PER CFPUA'S MATERIAL SPECIFICATION MANUAL. 28. SANITARY SEWER GRAVITY MAIN LENGTHS & SLOPES INDICATED ARE BASED ON THE DISTANCE FROM INSIDE WALL OF MANHOLE TO INSIDE WALL OF MANHOLE. 29. SANITARY SEWER MANHOLE MANUFACTURER(S) SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL DESIGN (REINFORCEMENT, THICKNESS, ETC.) OF SANITARY SEWER MANHOLES. 30. ALL INSTALLED TRAFFIC CONTROL MEASURES (SIGNS, PAVEMENT MARKINGS, ETC.) SHALL MEET THE LATEST EDITION OF THE MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND THE NCDOT STANDARD SPECIFICATIONS. THE MORE STRINGENT STANDARDS SHALL APPLY. 31. ALL PAVEMENT MARKINGS/STRIPING SHALL BE THERMOPLASTIC. 32. CONTRACTOR TO REPAIR DISTURBED AREAS (ASPHALT, CONCRETE, GRASS PLAZA, ETC.) WITHIN RIVER RD (SR 1576) TO PRE -CONSTRUCTION CONDITIONS OR BETTER. 33. VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. SHALL NOT BE PLACED IN EASEMENTS WITHOUT PROPER AUTHORIZATION. 34. CONTRACTOR SHALL CONTACT & COORDINATE ANY UTILITY RELOCATION/REMOVAL WITH THE APPROPRIATE UTILITY PROVIDER. 35. THIS PLAN SHALL BE USED IN CONJUNCTION WITH STORMWATER/EROSION CONTROL NARRATIVE, EROSION CONTROL SPECIFICATIONS, SANITARY SEWER NARRATIVE & SPECIFICATIONS, WATER NARRATIVE & SPECIFICATIONS, SOIL REPORT(S) FOR THE SITE, AND ALL REQUIRED PERMITS/APPROVALS. 36. RETAINING WALLS TO BE DESIGNED BY OTHERS. PROPOSED TOP OF RETAINING WALL (TW) UNDER THE SIDES AND REAR FOOTPRINT OF THE BUILDINGS FOR LOTS Al-A7 & A8-All ARE TO BE DETERMINED (TBO) BY OTHERS. RETAINING WALL DESIGNER SHALL COORDINATE WITH BUILDING DESIGNER REGARDING THE DESIGN OF THE RETAINING WALLS. HANDRAIL/GUARDRAIL/FENCE ALONG TOP OF RETAINING WALLS TO BE DESIGNED BY OTHERS. MALPASS ENGINEERING & SURVEYING, P.C. IS NOT RESPONSIBLE FOR DESIGN OF RETAINING WALLS, HANDRAILS, GUARDRAILS, AND/OR FENCES. 37. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCE SHALL BE INSTALLED WHERE SHOWN ON THE PLAN (SEE SHEETS 7-9). TREE PROTECTION FENCE SHALL BE EITHER SAFETY BARRIER FENCE, A WOODEN SLAT SNOW FENCE OR WIRE FENCE. TREE PROTECTION FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT & BE OF DURABLE CONSTRUCTION. TREE PROTECTION FENCE SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION ACTIVITIES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCE. 38. WHERE USED, MHW WAS BASED ON ELEVATION=1.74 (NAVD 88). MHW LINE IN PHASE 3A AREA BASED ON INTERPOLATION BY PORT CITY LAND SURVEYING, P.C., EXCEPT WHERE INDICATED NORMAL HIGH WATER (NHW). NHW LINE IN PHASE 3B AREA BASED ON AERIAL OBSERVATIONS BY SOUTHERN ENVIRONMENTAL GROUP, INC. THERMOPLASTIC PAVEMENT MARKING LEGEND SYMBOL DESCRIPTION T2 WHITE SOLID LANE LINE 4 , 90 MIL Tll YELLOW SINGLE CENTER (4', 90 MIL T41 , 90 M WHITE DIAGONAL IL T61 24 , 90 MIL WHITE STOPBAR8 T72 STRAIGHT ARROW 90 MIL TRAFFIC CONTROL SIGN/MARKER LEGEND PLAN LABEL UTM CD # STOP SIGN R1-1 OBJECT MARKER SIGN OM4-1, OM4-2, OR OM4-3 MAIL SIGN* FIRE SIGN** *SIGN TO READ "PARKING FOR MAIL KIOSK USE ONLY" **SEE SHEET 26. SITE DATA PROPERTY OWNER: AFTEW PROPERTIES, LLC DEVELOPER: AFTEW PROPERTIES, LLC PARCEL ID NUMBER(S): R07500-001-003-000, R07500-001-001-000 SITE AREA: t 1,247,846 SF = t 28.65 ACRES TIDAL MARSH SOIL (CLASS IV SOIL) AREA (PER NRCS SOIL SURVEY): 54,153 SF = 1.24 ACRES WETLANDS AREA: t 902,048 SF (225,101 SF ARE COASTAL WETLANDS) = t 20.71 ACRES (5.17 ACRES ARE COSTAL WETLANDS) WETLANDS IMPACT AREA (PERMANENT): 4,235 SF = 0.097 ACRES CURRENT ZONING: R-15 PROPOSED ZONING: R-15 (PERFORMANCE DEVELOPMENT) MAXIMUM NUMBER OF DWELLING UNITS PERMITTED: 2.5 x E(1,247,846 - 54,153 - 4,235) / 43,5601 = 68 NUMBER OF PROPOSED DWELLING UNITS: 68 (TOWNHOUSE LOTS; 3 BEDROOMS PER LOT) PROPOSED DENSITY. 68 / [(1,247,846 - 54,153 - 4,235) / 43,560] = 2.49 DWELLING UNITS/ACRE REQUIRED OPEN SPACE: 0.20 x 28.65 ACRES = 5.73 ACRES PROVIDED OPEN SPACE: 1,063,716 SF = 24.42 ACRES REQUIRED MINIMUM BUILDING SETBACK: PERIPHERY=20' REQUIRED MINIMUM SPACING BETWEEN BUILDINGS: 20' MAXIMUM BUILDING HEIGHT ALLOWED: 40' FLOOD AREA: THIS SITE IS LOCATED IN ZONES "AE (EL 10)", "AE (EL 9), & "SHADED X" ACCORDING TO THE FLOOD INSURANCE RATE MAP OF NEW HANOVER COUNTY (COMMUNITY PANEL No. 370168 3123 L, MAP No. 372031230OL, EFFECTIVE DATE AUGUST 28, 2018) SOILS: DO (DOROVAN), Kr (KUREB), Le (LEON), Ly (LYNN HAVEN), & TM (TIDAL MARSH) RECEIVING STREAM(S): MOTT CREEK (C;Sw) WATER PROVIDER: AQUA NORTH CAROLINA, INC. PROPOSED WATER MAIN SIZE: VARIES (SEE UTILITY PLAN FOR ACTUAL SIZES) SANITARY SEWER PROVIDER: CFPUA (CAPE FEAR PUBLIC UTILITY AUTHORITY) PROPOSED SANITARY SEWER GRAVITY MAIN SIZE: 8" REQUIRED PARKING: 2 SPACES PER DWELLING UNIT PROVIDED PARKING: 2 SPACES (9'xl8' PER SPACE) ON DRIVEWAY, IN GARAGE, OR COMBINATION THEREOF, PER DWELLING UNIT TOTAL ACREAGE OF BUILT UPON AREA: 176,465 SF / 43,560 = 4.05 ACRES ACERAGE OF ADJUSTED CONSERVATION RESOURCE ON CONSERVATION MINIMUM CONSERVATION SPACE RESOURCE SPACE FACTOR CONSERVATION SPACE PARCEL PROVIDED WSF SWAMP FOREST 18.42 .5 9.21 16.92 WBM BRACKISH MARSH 1 5.17 1.0 5.17 5.17 UTILITY SEPARATION NOTES 1. WATER MAINS SHALL HAVE A MINIMUM COVER OF 3'. 2. SANITARY SEWER MAINS SHALL HAVE A MINIMUM COVER OF 3' OR DIP SHALL BE USED. 3. A 10' HORIZONTAL SEPARATION BETWEEN OUTSIDE OF WATER MAIN AND OUTSIDE OF SANITARY SEWER MAIN SHALL BE PROVIDED. 4. AN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF WATER MAIN AND OUTSIDE OF SANITARY SEWER MAIN SHALL BE PROVIDED. WATER MAIN MAY BE ABOVE OR BELOW SANITARY SEWER MAIN. ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM SANITARY SEWER CROSSING AS POSSIBLE. 5. AN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF STORM SEWER AND OUTSIDE OF SANITARY SEWER MAIN SHALL BE PROVIDED. WHERE SANITARY SEWER MAIN CROSSES OVER STORM SEWER & SEPARATION IS LESS THAN 18" SANITARY SEWER MAIN SHALL BE DIP 10' ON EITHER SIDE OF CROSSING. WHERE SANITARY SEWER MAIN CROSSES BELOW STORM SEWER & SEPARATION IS LESS THAN 18" PROVIDE STRUCTURAL BRIDGING PER DETAIL. 6. A 12" MINIMUM SEPARATION BETWEEN OUTSIDE OF WATER MAIN AND OUTSIDE OF OTHER UTILITIES (INCLUDES STORM SEWER, BUT EXCLUDES SANITARY SEWER MAIN) SHALL BE PROVIDED. PER AQUA SPECIFICATIONS & DETAILS, A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN OUTSIDE OF WATER MAIN AND OUTSIDE OF STORM SEWER SHALL BE PROVIDED, OR WATER MAIN SHALL BE DIP IF HORIZONTAL SEPARATION IS LESS THAN 10'. PER AQUA SPECIFICATIONS & DETAILS, AN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF WATER MAIN AND OUTSIDE OF STORM SEWER SHALL BE PROVIDED, OR WATER MAIN SHALL BE DIP IF VERTICAL SEPARATION IS LESS THAN 18". 7. ALL SANITARY SEWER MANHOLES WITH A DROP OF 30" OR GREATER SHALL HAVE AN INSIDE DROP. 8. SANITARY SEWER MAINS WITHIN 50' OF WETLANDS THAT ARE DIRECTLY ABUTTING WATERS CLASSIFIED WS-II, WS-III, WS-IV, B. SA, ORIN, HOW, OR SB, OR WITHIN 50' OF WETLANDS CLASSIFIED AS UWL OR SWL, OR WITHIN 10' OF WETLANDS CLASSIFIED AS WL SHALL MEET WATER MAIN STANDARDS FOR MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS (15A NCAC 18C). 9. SANITARY SEWER MANHOLES WITHIN 50' OF WETLANDS THAT ARE DIRECTLY ABUTTING WATERS CLASSIFIED WS-II, WS-ill, WS-IV, B, SA, ORIN, HOW, OR SB, OR WITHIN 50' OF WETLANDS CLASSIFIED AS UWL OR SWL, AS MEASURED TO THE CLOSEST OUTSIDE EDGE, SHALL COMPLY WITH THE FOLLOWING: -WATERTIGHT FRAME & COVER WITH GASKET -ALL SEAMS SHALL BE EXTERNALLY TAPED/SEALED -A FULL WATERPROOF INTERIOR COATING/LINING -WATERTIGHT PIPE CONNECTION CONSISTING OF A FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE CONNECTOR -TESTED IN ACCORDANCE WITH ASTM C1244 "STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL" -"DOG HOUSE" TYPE MANHOLE IS NOT ALLOWED -LOCATED AT LEAST 10' FROM WETLANDS (PERPENDICULAR DISTANCE FROM CLOSEST POINT OF WETLANDS TO OUTSIDE WALL OF MANHOLE). 10. SANITARY SEWER MAINS WITHIN 100' OF WELLS SHALL MEET WATER MAIN STANDARDS FOR PIPING MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS. ALL APPURTENANCES SHALL BE OUTSIDE THE 100' RADIUS FROM A WELL. SANITARY SEWER MAINS MUST BE AT LEAST 25' AWAY FROM A PRIVATE WELL AND AT LEAST 50' AWAY FROM A PUBLIC WELL. CONSTRUCTION SEQUENCE PHASE 3A SCHEDULING A PRE -CONSTRUCTION MEETING WITH NEW HANOVER COUNTY ENGINEERING SHALL BE AT THE DISCRETION OF THE DEVELOPER. THE CONTRACTOR MUST NOTIFY NEW HANOVER COUNTY ENGINEERING OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL BEGIN. TREE PROTECTION FENCE SHALL BE INSTALLED WHERE SHOWN ON THE PLAN. THE GRAVEL CONSTRUCTION ENTRANCE OFF OF RIVER ROAD AT ALEXANDRA LANE SHALL BE INSTALLED AS SHOWN ON THE PLAN_ INSTALLATION OF WATER, SANITARY SEWER, AND/OR SWALE WITHIN THE RIGHT-OF-WAY OF RIVER ROAD MAY OCCUR AT ANY TIME. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY OF RIVER ROAD SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH EXCELSIOR MAT OR MULCH PRIOR TO ANY RAINFALL EVENT AND IN ACCORDANCE WITH THE GROUND STABILIZATION CHART ON THE PLAN. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. WET POND #1, WHICH SHALL SERVE AS A SEDIMENT BASIN WITH SKIMMER ORIFICE, SHALL BE EXCAVATED WITH THE POND OUTLET STRUCTURE, OUTLET PROTECTION, EMERGENCY SPILLWAY, & TEMPORARY FAIRCLOTH SKIMMER ORIFICE INSTALLED, WHILE CLEARING/FILLING LAND SO AS TO HAVE AREA TO SPREAD THE EXCAVATED MATERIAL. EXCAVATED MATERIAL SHALL BE PLACED ON LOTS WITH LOTS GRADED TO DRAIN TO THE DRIVE AISLES. DIRTBAG8 SHALL BE USED AS SPECIFIED ON DIRTBAG® DETAIL ON THE PLAN DURING CONSTRUCTION OF WET POND #1. INSTALLATION OF UTILITIES, STORM DRAIN PIPE SYSTEM, INLET PROTECTION, AND OUTLET PROTECTION MAY OCCUR AT THE SAME TIME AS INSTALLATION OF WET POND #1. INSTALLATION OF RETAINING WALLS SHALL OCCUR WHEN NECESSARY BASED ON PROGRESS OF GRADING/FILLING LAND. THEN INSTALLATION OF DRIVE AISLES, MAIL KIOSKS, PAVEMENT MARKINGS, AND SIGNAGE MAY OCCUR. THE FAIRCLOTH SKIMMER IN WET POND #1 SHALL BE REMOVED ONCE THE SITE DRAINING TO IT IS STABILIZED AND THE SEDIMENT BASIN IS CONVERTED TO A STORMWATER POND. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED IN ACCORDANCE WITH THE GROUND STABILIZATION CHART ON THE PLAN. PHASE 38 SCHEDULING A PRE -CONSTRUCTION MEETING WITH NEW HANOVER COUNTY ENGINEERING SHALL BE AT THE DISCRE11ON OF THE DEVELOPER. THE CONTRACTOR MUST NOTIFY NEW HANOVER COUNTY ENGINEERING OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL BEGIN. TREE PROTECTION FENCE SHALL BE INSTALLED WHERE SHOWN ON THE PLAN. THE GRAVEL CONSTRUCTION ENTRANCE OFF OF RIVER ROAD AT GOLDEN PLOVER LANE SHALL BE INSTALLED AS SHOWN ON THE PLAN. INSTALLATION OF WATER, SANITARY SEWER, AND/OR SWALES WITHIN THE RIGHT-OF-WAY OF RIVER ROAD MAY OCCUR AT ANY TIME. INSTALLATION OF CULVERT #1 AND ITS OUTLET PROTECTION MAY OCCUR AT ANY TIME. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY OF RIVER ROAD SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH EXCELSIOR MAT OR MULCH PRIOR TO ANY RAINFALL EVENT AND IN ACCORDANCE WITH THE GROUND STABILIZATION CHART ON THE PLAN. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. WET POND #2, WHICH SHALL SERVE AS A SEDIMENT BASIN WITH SKIMMER ORIFICE, SHALL BE EXCAVATED WITH THE POND OUTLET STRUCTURE, OUTLET PROTECTION, EMERGENCY SPILLWAY, & TEMPORARY FAIRCLOTH SKIMMER ORIFICE INSTALLED, WHILE CLEARING/FILLING LAND SO AS TO HAVE AREA TO SPREAD THE EXCAVATED MATERIAL. EXCAVATED MATERIAL SHALL BE PLACED ON LOTS WITH LOTS GRADED TO DRAIN TO THE DRIVE AISLES. DIRTBAG® SHALL BE USED AS SPECIFIED ON DIRTBAGO DETAIL ON THE PLAN DURING CONSTRUCTION OF WET POND #2. INSTALLATION OF UTILITIES, STORM DRAIN PIPE SYSTEM, INLET PROTECTION, AND OUTLET PROTECTION MAY OCCUR AT THE SAME TIME AS INSTALLATION OF WET POND #2. INSTALLATION OF RETAINING WALLS SHALL OCCUR WHEN NECESSARY BASED ON PROGRESS OF GRADING/FILLING LAND. THEN INSTALLATION OF DRIVE AISLES, SIDEWALK, MAIL KIOSKS, PAVEMENT MARKINGS, AND SIGNAGE MAY OCCUR. THE FAIRCLOTH SKIMMER IN WET POND #2 SHALL BE REMOVED ONCE THE SITE DRAINING TO IT IS STABILIZED AND THE SEDIMENT BASIN IS CONVERTED TO A STORMWATER POND. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED IN ACCORDANCE WITH THE GROUND STABILIZATION CHART ON THE PLAN. ECM Q ESM 0 EIP O NIRS • NMNS USGS CP O 10.25 -E--E--E--E--E--E- -T -T -T -T -T -T -T -T -T T T -C--C--C--C -W W W W- I� SS SS SS SS G PPS OHE OHE OHE OHE O O FO SO SO SO MHW-MHW -NHW-NHW- - 30AEC- -30AEC- -30AEC- - S - CW CW -WSF WSF -75COD- -75COD- -75COD- - -25COD- -25COD- -25COD- - 1 1 t� � � 1500s,p 928 1498 926 1556 925 A� 11.70 X -SS SS SS SS- G 0 C.D. -W W W W- x D4 ❑ Wu. n OO ■ 0 CE X TIN PROPERTY LINE (SURVEYED) PROPERTY LINE (NOT SURVEYED) TIE LINE ADJOINER LINE EXISTING CENTERLINE OF RIGHT-OF-WAY EXISTING RIGHT-OF-WAY (R/W) EXISTING CONCRETE MONUMENT EXISTING STONE MONUMENT EXISTING IRON PIPE NEW IRON ROD SET NEW MAG NAIL SPIKE SET USGS MARKER ON BRIDGE COMPUTED POINT FLOOD HAZARD LINE LIMIT OF MODERATE WAVE ACTION (LIMWA) LINE EXISTING CONTOUR EXISTING SPOT ELEVATION NC 811 MARKING LOCATION (RED PIN FLAG) NC 811 MARKING LOCATION (DUKE ENERGY WHITE FLAG) NC 811 MARKING LOCATION (ATT/D DISTRIBUTION FLAG) NC 811 MARKING LOCATION (ATT UG CABLE) NC 811 MARKING LOCATION (ORANGE PAINT) EXISTING WATER MAIN (APPROX.) EXISTING FIRE HYDRANT (F/H) EXISTING WATER VALVE (W.V.) EXISTING SANITARY SEWER GRAVITY MAIN EXISTING SANITARY SEWER MANHOLE (SSMH) EXISTING POWER POLE EXISTING GUY WIRE EXISTING OVERHEAD POWER LINE EXISTING ELECTRIC EXISTING TELEPHONE EXISTING FIBER OPTIC EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN CURB INLET (SDCI) EXISTING STORM DRAIN DROP INLET (SDDI) EXISTING DITCH EXISTING CENTERLINE OF CREEK (APPROX.) MEAN HIGH WATER (MHW) NORMAL HIGH WATER (NHW) 30' INLAND WATERBODY AEC EXISTING EASEMENT EXISTING CONCRETE EXISTING EDGE OF "404" WETLAND LINE & EXISTING CONSERVATION OVERLAY DISTRICT -SWAMP FOREST LINE EXISTING COASTAL WETLAND LINE & CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH LINE ADJUSTED CONSERVATION OVERLAY DISTRICT - SWAMP FOREST LINE CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH 75' SETBACK LINE CONSERVATION OVERLAY DISTRICT -SWAMP FOREST 25' SETBACK LINE WETLANDS EXISTING SIGNIFICANT TREE W/#-TO REMAIN EXISTING SIGNIFICANT TREE W/#-TO BE REMOVED EXISTING DOCUMENTED TREE W/#-TO REMAIN EXISTING DOCUMENTED TREE W/#-TO BE REMOVED EXISTING UNREGULATED TREE W/#-TO REMAIN EXISTING UNREGULATED TREE W/#-TO BE REMOVED PROPOSED 20' PERIPHERY SETBACK PROPOSED BUFFER PROPOSED EASEMENT PROPOSED CONTOUR PROPOSED SPOT ELEVATION PROPOSED SANITARY SEWER GRAVITY MAIN PROPOSED SANITARY SEWER MANHOLE (SSMH) PROPOSED SANITARY SEWER CLEANOUT (C.O.) PROPOSED WATER LINE (W/L) PROPOSED FIRE HYDRANT ASSEMBLY (F/H)-INCLUDES HYDRANT VALVE PROPOSED BLOWOFF ASSEMBLY (B.O.) OR FLUSHING HYDRANT PROPOSED GATE VALVE (G.V.) PROPOSED WATER METER (W.M.) PROPOSED STORM DRAIN PIPE PROPOSED CATCH BASIN (CB) PROPOSED STORM DRAIN MANHOLE (SDMH) PROPOSED DROP INLET (DI) PROPOSED DRAIN BASIN STANDARD GRATE (DBSG) PROPOSED DRAIN BASIN SOLID COVER (DBSG) PROPOSED CONCRETE PROPOSED INLET PROTECTION PROPOSED OUTLET PROTECTION (RIP RAP) PROPOSED CONSTRUCTION ENTRANCE PROPOSED SILT FENCE PROPOSED LIMITS OF DISTURBANCE PROPOSED TOP OF RETAINING WALL PROPOSED SWALE REVL9E0 TO AlJUF N J2 & 17. ADD TREE PROTECTION FENCING TO LEGEND & NOTE 37, AND I o_tos REVISED TO ADJUST LINETYPES COASTAL WETLAND & UMWA. ADD ESNAMNE SHOREUNE 30 BUFFER 2 & 75 AEC UNETYPES TO LEG D ADIU5r PRNATE 9-28-23 3 REVISED TO ADJUST NOTE #25. 10-24-23 REVISED TO REMOVE ESTUARINE SHORELINE 30' BUFFER & 75' AEC UNETYPES, ADD MHW & 30' * MAND WATERBODY AEC UNEIYPES, REMOVE NHW LINE NOTE, ADD NOTE #38, INCREASE COASTAL 10-27-23 WETLANDS ARFq & INCREASE BRACKISH MARSH AREA REVISED Tb ADD SWALE TO LEGEND, ADJUST LOCATION OF PAVfl/FM MARWNG LEGEND & SGN 5 ATED RAIN LENGM & 12-19-23 6 REVISED TO ADD TO NOTE #36. 12-22-23 REV NO. DESCRIPTION DATE \ I KEVISIONS I / ECM El ESM O EIP 0 NIRS NMNS • USGS CP 0 10.25 E--E--E--E--E- - -T--T--T--T--T--T--T- -- C - -C - -C w w W l7 SS SS SS _ PP -0- PP -0- 0 0 SD SD SD A 1 -30AEC--30AEC- - CW WSF -75COD--75COD- - -25COD--25COD- - 1s9D 92% 1498 926 1556 925 F-'1T1 TIT ITi -III-III-IIII I I -0-0-0-0-0-0-0- PROPERTY LINE (SURVEYED) PROPERTY LINE (NOT SURVEYED) TIE LINE ADJOINER LINE EXISTING CENTERLINE OF RIGHT-OF-WAY EXISTING RIGHT-OF-WAY (R/W) EXISTING CONCRETE MONUMENT EXISTING STONE MONUMENT EXISTING IRON PIPE NEW IRON ROD SET NEW MAG NAIL SPIKE SET USGS MARKER ON BRIDGE COMPUTED POINT FLOOD HAZARD LINE LIMIT OF MODERATE WAVE ACTION (LIMWA) LINE EXISTING CONTOUR EXISTING SPOT ELEVATION NC 811 MARKING LOCATION (RED PIN FLAG) NC 811 MARKING LOCATION (DUKE ENERGY WHITE FLAG) NC 811 MARKING LOCATION (ATT/D DISTRIBUTION FLAG) NC 811 MARKING LOCATION (ATT UG CABLE) NC 811 MARKING LOCATION (ORANGE PAINT) EXISTING WATER MAIN (APPROX.) EXISTING FIRE HYDRANT (F/H) EXISTING WATER VALVE (W.V.) EXISTING SANITARY SEWER GRAVITY MAIN EXISTING SANITARY SEWER MANHOLE (SSMH) EXISTING POWER POLE EXISTING GUY WIRE EXISTING OVERHEAD POWER LINE EXISTING ELECTRIC EXISTING TELEPHONE EXISTING FIBER OPTIC EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN CURB INLET (SDCI) EXISTING STORM DRAIN DROP INLET (SDDI) EXISTING DITCH EXISTING CENTERLINE OF CREEK (APPROX.) MEAN HIGH WATER (MHW) NORMAL HIGH WATER (NHW) 30' INLAND WATERBODY AEC EXISTING EASEMENT EXISTING CONCRETE EXISTING EDGE OF "404" WETLAND LINE & EXISTING CONSERVATION OVERLAY DISTRICT -SWAMP FOREST LINE EXISTING COASTAL WETLAND LINE & CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH LINE ADJUSTED CONSERVATION OVERLAY DISTRICT - SWAMP FOREST LINE CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH 75' SETBACK LINE CONSERVATION OVERLAY DISTRICT -SWAMP FOREST 25' SETBACK LINE WETLANDS EXISTING SIGNIFICANT TREE W/#-TO REMAIN EXISTING SIGNIFICANT TREE W/#-TO BE REMOVED EXISTING DOCUMENTED TREE W/#-TO REMAIN EXISTING DOCUMENTED TREE W/#-TO BE REMOVED EXISTING UNREGULATED TREE W/#-TO REMAIN EXISTING UNREGULATED TREE W/#-TO BE REMOVED PROPOSED 20' PERIPHERY SETBACK PROPOSED BUFFER PROPOSED EASEMENT PROPOSED CONCRETE PROPOSED OPEN SPACE PROPOSED TREE PROTECTION FENCE NHC FIRE DEPARTMENT NOTES 1. VIABLE WATER SOURCE MUST BE PRESENT BEFORE ANY COMBUSTIBLE MATERIALS ARE DELIVERED. ONCE UNDERGROUND UTILITIES ARE IN, THE FIRE MARSHAL'S OFFICE SHALL BE NOTIFIED TO VERIFY OPERATION. 2. STREETS MUST BE ALL-WEATHER SURFACE CAPABLE OF SUPPORTING 85,000 LEIS. 3. TEMPORARY SIGNAGE REQUIRED UNTIL PERMANENT SIGNAGE INSTALLED. 4. DORMANT CONSTRUCTION EQUIPMENT, MATERIALS, DUMPSTERS, AND OTHER OBSTRUCTIONS MAY NOT IMPEDE EMERGENCY VEHICLES. 5. NO ON -STREET PARKING PERMITTED. 6. HYDRANTS MUST MEET CFPUA SPECIFICATIONS WITH A 3' CIRCUMFERENCE FREE OF OBSTRUCTIONS. WATER & SEWER CAPACITY PROPOSED DOMESTIC WATER CAPACITY. 68 LOTS x 400 GPD/LOT = 27,200 GPD PROPOSED SEWER CAPACITY. 68 LOTS x 3 BDRM/LOT x 75 GPD/BDRM = 15,300 GPD TOTAL LENGTH OF PUBLIC WATER MAIN = 1,717 LF (EXCLUDES REPLACEMENT OF 32 LF) TOTAL LENGTH OF PUBLIC SANITARY SEWER GRAVITY MAIN (BASED ON LENGTH FROM INSIDE OF MH TO INSIDE OF MH) = 168.78 LF TOTAL LENGTH OF PRIVATE SANITARY SEWER GRAVITY MAIN (BASED ON LENGTH FROM INSIDE OF MH TO INSIDE OF MH) = 1,855.10 LF LEGEND & NOTES ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DATE: 8-28-23 SCALE: N.T.S. DRAWN: MALPASS ENGINEERING & SURVEYING, P.C.CHECKED: JCB 3134 SHIPYARD BOULEVARD JBM WB,MINGTON, NORTH CAROLINA 28412 PROJECT NO: a 1,• Phone 910-392-5243 E: je8�M malpasszee.mcom mail 355 r''12 22 262 3 Fax 910-392-5203 Licen a No. C-2320 •tz ��A {;r ... • r DEVELOPER: AF1EW PROPERTIES, LLC ,_ � *5 C ti 2020 SOUTH CHURCHILL DR SHEEP N0: �y W1LMINGTON. NC 28403 ,wi; PHONE 910 763 2629 01V%§ `tq\ OF: EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION TREE RETENTION & MITIGATION 577 578 17 MAPLE 11 & 4 CYPRESSES DOCUMENTED DOCUMENTED 11 UNREGULATED 4 NO NO RIVER RD R W RIVER RD R 836 837 6 OAK 13 + 8 TVWN OAK UNREGULATED DOCUMENTED 13 NO NO SITE SITE 1006 1007 13 PINE 5 OAK DOCUMENTED UNREGULATED YES NO SITE RIVER RD R 1185 1186 9 OAK 10 OAK DOCUMENTED DOCUMENTED YES YES SITE SITE 1417 1418 10, 9, & 7 GUMS* 8 OAK UNREGULATED 10, 9, & 7 DOCUMENTED YES YES SITE SUE RETAINED UNREGULATED TREES (ON SITE ONLY) 579 8 , 7 , & 7 BAYS DOCUMENTED 8 , UNREGULATFII 7 & 7 NO SITE 838 5 OAK UNREGULATED YES SIZE 1012 14 PINE DOCUMENTED YES SIZE 1187 12 OAK DOCUMENTED YES STE 1419 8 GUM* UNREGULATED YES SIZE TYPE TOTAL DBH (INCHES) OAK 51 580 13 CYPRESS DOCUMENTED NO SITE 839 4 OAK UNREGULATED YES SITE 1013 12 PINE DOCUMENTED YES SIZE 1188 12 OAK DOCUMENTED YES SITE 1420 9 OAK DOCUMENTED YES SITE 581 9 BAY DOCUMENTED NO SITE 840 4 OAK UNREGULATED YES SITE 1014 16 �P DOCUMENTED YES SITE 1189 -fF PINE DOCUMENTED YES SITE 1421 15 PINE DOCUMENTED YES SITE BAY 36 582 583 9 BAY 13ff PINE DOCUMENTED DOCUMENTED NO NO SITE SITE 841 842 18 PINE 16 PINE DOCUMENTED DOCUMENTED YES YES SITE SITE 1015 1016 8 OAK 8 OAK DOCUMENTED DOCUMENTED YES NO SITE SITE 1190 1191 15 PINE 15 PINE DOCUMENTED DOCUMENTED NO NO SITE SITE 1422 1423 10, 9 , 4 , & 3 OAKS 12 PINE DOCUMENTED 10 & 9 ; UNREGULATED 4 & 3 DOCUMENTED YES YES SITE SITE GUM 98 MAPLE 26 584 5 CYPRESS UNREGULATED NO SITE 843 8 OAK DOCUMENTED NO ADJACENT PROPERTY 1017 8 OAK DOCUMENTED YES SITE 1192 14 BAY DOCUMENTED NO SITE 1424 21 PINE DOCUMENTED YES SITE CYPRESS 11 585 16 PINE DOCUMENTED NO SITE 844 15 OAK DOCUMENTED NO SITE 1018 14 OAK DOCUMENTED NO SITE 1193 8 BAY DOCUMENTED NO SITE 1425 17 PINE DOCUMENTED YES SITE HOLLY 5 586 16 PINE DOCUMENTED NO SITE 845 16 OAK DOCUMENTED NO SITE 1019 8 OAK DOCUMENTED NO SITE 1194 OAK DOCUMENTED NO SITE 1426 8 GUM* UNREGULATED YES SITE MAGNOLIA 5 587 14 PINE DOCUMENTED NO SITE 846 8 + 6 TEN OAK DOCUMENTED 8 YES SITE 1020 9 OAK DOCUMENTED NO RIVER RD R 1195 - 16 PINE DOCUMENTED NO SITE 1427 16 PINE DOCUMENTED YES SITE TOTAL 232 588 18 PINE DOCUMENTED NO SITE 847 OAK DOCUMENTED NO SITE 1021 11 OAK DOCUMENTED NO SITE 1196 11 + 6 TWIN OAK DOCUMENTED TIT YES SITE 1428 13 PINE DOCUMENTED YES SITE 589 12 PINE DOCUMENTED NO SITE 848 9 OAK DOCUMENTED YES SITE 1022 12 + 8 TWIN OAK DOCUMENTED 12 NO SIZE 1197 10 OAK DOCUMENTED YES SITE 1429 12 PINE DOCUMENTED YES SITE RETAINED DOCUMENTED TREES (ON SITE ONLY) 590 18 PINE DOCUMENTED NO SITE 849 8 OAK DOCUMENTED YES SITE 1023 15 PINE 000UMENIED NO SIZE 1198 10 OAK DOCUMENTED YES SIlE 1430 17 PINE DOCUMENTED YES SITE TYPE TOTAL DBH (INCHES) 591 12 PINE DOCUMENTED NO SITE 850 8 OAK DOCUMENTED YES SITE 1024 15 PINE DOCUMENTED NO SITE 1199 14 PINE DOCUMENTED YES SITE 1431 15 PINE DOCUMENTED YES SITE PINE 1,306 592 13 PINE DOCUMENTED NO SITE 851 16", 15 , 11'. & 11 OAKS DOCUMENTED 16 , 15 , 11 , & 11 YES SITE 1025 10 OAK DOCUMENTED NO SITE 1200 13 PINE DOCUMENTED YES SITE 1432 15 PINE DOCUMENTED YES SITE OAK 687 593 594 14 PINE 16 PINE DOCUMENTED DOCUMENTED NO NO SITE SITE 852 853 4 + 4 TWIN OAK 18 PINE UNREGULATED DOCUMENTED 4 YES YES SITE SITE 1026 1027 16 PINE 14 + 12 iVAN OAK DOCUMENTED DOCUMENTED 14 NO NO SITE SITE 1201 1202 OAK 13 PINE DOCUMENTED DOCUMENTED YES NO SITE SITE 1433 1434 8 , 5 , & 4 OAKS 13 PINE DOCUMENTED (8*); UNREGULATED DOCUMENTED 5 & 4 YES YES SITE SITE44 BAY 139 MAPLE 13 595 18 PINE DOCUMENTED NO SITE T54 17 PINE DOCUMENTED YES SITE 1028 12 + 12 TWIN OAK DOCUMENTED j1Tj NO I SITE 1203 8 OAK DOCUMENTED YES SITE 1435 14 PINE DOCUMENTED YES SITE CYPRESS 38 RE 596 11 7 , 5-, & 4 MAPLES , DOCUMENTED 11 • UNREGULATED 7 , 5", & 4 NO SITE 855 12 PINE DOCUMENTED YES SITE 1029 9 OAK DOCUMENTED NO SITE 1204 16 PINE DOCUMENTED YES SITE 1436 8 OAK DOCUMENTED YES SITE HOLLY 8 597 16 PINE DOCUMENTED NO RIVER RD R W 556 4 , 3 , & 3 OAKS UNREGULATED 4 , 3 , & 3 YES SITE 1030 8 OAK DOCUMENTED NO SITE 1205 12 PINE DOCUMENTED YES SITE 1437 12 + 10 TWIN OAK DOCUMENTED 12 YES SITE TOTAL 2,222 598 14 PINE; 5 & 5 MAPLES DOCUMENTED 14 ; UNREGULATED 5 & 5 NO SITE 857 20 PINE DOCUMENTED YES SITE 1031 12 OAK DOCUMENTED NO SITE 1206 10 OAK DOCUMENTED YES SITE 1438 9 GUM* UNREGULATED YTS SITE 599 12 PINE DOCUMENTED YES RIVER RD R 858 8 OAK DOCUMENTED YES SITE 1032 9 OAK DOCUMENTED NO SITE 1259 13 PINE DOCUMENTED YES SITE 1439 14 PINE DOCUMENTED YES SITE REMOVED DOCUMENTED TREES 600 17 PINE DOCUMENTED YES RIVER RD R 859 12 PINE DOCUMENTED YES SITE 1033 13 OAK DOCUMENTED NO SITE 12 00 8 & 75 OAKS DOCUMENTED ; UNREGULATED 7 YES SITE 1440 i6 PINE DOCUMENTED YES SITE TOTAL = 6,952 DBH (INCHES) 601 20 PINE DOCUMENTED YES RIVER RD R 860 5 OAK UNREGULATED YES SITE 1034 10 + 9 TWIN OAK DOCUMENTED 10 NO SITE 1261 16 PINE DOCUMENTED YES SITE 1441 13 BAY DOCUMENTED YES SUE 602 14 PINE DOCUMENTED YES RIVER RD R 861 13 PINE DOCUMENTED YES SITE 1035 8 OAK DOCUMENTED YES SITE 1262 12 PINE DOCUMENTED YES SITE 1442 14 + 9 TWIN GUM* UNREGULATED 14 NO SITE REMOVED SIGNIFICANT TREES 603 140 PINE DOCUMENTED NO SITE 862 5, 4, & 3 OAKS UNREGULATED 5, 4, & 3 YES SITE 1036 12 + 6 TWIN OAK DOCUMENTED 12 NO SITE 1263 12 PINE DOCUMENTED NO SITE 1443 13 GUM* UNREGULATED NO STE TYPEs TOTAL DBH (INCHES) 604 18 PINE DOCUMENTED NO SITE 863 12 PINE DOCUMENTED YES SITE 1037 9 BAY DOCUMENTED NO SITE 1264 15 & 16 PINES DOCUMENTED 15 & 16 YES SITE 1444 14 OAK DOCUMENTED NO SITE PINE 49 605 14 PINE DOCUMENTED NO SITE 864 12 PINE DOCUMENTED YES SITE 1038 8 MAPLE DOCUMENTED NO SITE 1265 i6 PINE DOCUMENTED YES SITE 1445 13 OAK DOCUMENTED NO SITE OAK 77 606 13 PINE DOCUMENTED YTS SITE 865 14 PINE; 5 OAK DOCIMENIID 14 ;UNREGULATED 5 YES SITE 1039 12 OAK DOCUMENTED NO SITE 1266 15 PINE DOCUMENTED YES SITE 1446 13 PINE DOCUMENTED NO SITE CHERRY 9 607 12 PINE DOCUMENTED YES SITE 866 + 7 TIMN OAK UNREGULATED 7 YES SITE 1040 8 OAK DOCUMENTED NO SITE 1267 12 PINE DOCUMENTED YES SITE 1447 16 PINE DOCUMENTED NO SITE HOLLY 8 608 15 & 13 PINES DOCUMENTED 15 & 13 YES SITE 867 4 OAK UNREGULATED YES SITE 1041 9 OAK DOCUMENTED YES SITE 12 88 16 PINE DOCUMENTED YES SITE 1448 26 PINE SIGNIFICANT NO SITE TOTAL 143 609 16 PINE DOCUMENTED YES SITE 868 6 OAK UNREGULATED YES SITE 1042 14 PINE DOCUMENTED YES SITE 1269 12 PINE DOCUMENTED YES SITE 1449 8 OAK DOCUMENTED NO SITE REQUIRED FOR REMOVAL OF 610 14 PINE DOCUMENTED NO SITE 869 12 PINE DOCUMENTED YES SITE 1043 14 PINE DOCUMENTED YES SITE 1270 20 PINE DOCUMENTED YES SITE 1450 17 PINE DOCUMENTED NO SITE MITIGATION INCHES SIGNIFICANT TREES 2 * 143 286 611 12 & 12 PINES DOCUMENTED 12 & 12 NO SITE 870 12 PINE DOCUMENTED YES SITE 1044 9 + 5 THIN OAK DOCUMENTED 9 YES SITE 1271 13 PINE DOCUMENTED YES SITE 1451 18 PINE DOCUMENTED NO SITE = = 612 12 PINE DOCUMENTED NO SITE 871 12 PINE DOCUMENTED YES SITE 1045 11 OAK DOCUMENTED NO SITE 1272 i6 PINE DOCUMENTED YES SITE 1452 15 & 10 PINES DOCUMENTED 15 & 10 YES STE REQUIRED MITIGATION INCHES PER DISTURBED 613 20 PINE DOCUMENTED NO SITE 872 4 + 4 TYAN OAK UNREGULATED 4 YES SITE 1046 11 MAPLE DOCUMENTED NO SITE 1273 15 PINE DOCUMENTED YES SITE 1453 17 PINE DOCUMENTED NO I SITE ACREAGE TREES/ACRE 2 DBH 614 12 PINE DOCUMENTED NO SITE 873 17 PINE DOCUMENTED YES I SITE 1047 16 PINE DOCUMENTED NO SITE 1274 12 PINE DOCUMENTED YES SITE 1454 19 & 19 PINES DOCUMENTED 19 & 19 YTS SITE = (15 x 615 15 & 15 PINES DOCUMENTED 15 & 15 NO SITE 874 11 + 6 TWIN OAK DOCUMENTED 11 YES SITE 1048 16 PINE DOCUMENTED NO SITE 1275 12 PINE DOCUMENTED YES SITE 145 5 19 PINE DOCUMENTED YES SITE INCHES/TREE) 7.82 = 235 616 12 PINE DOCUMENTED NO SITE 875 6 + 5 TON HOLLY DOCUMENTED 6 YES SITE 1049 8 OAK DOCUMENTED NO SITE 1276 13 PINE DOCUMENTED NO SITE 1456 19 PINE DOCUMENTED YES S I 617 6 CYPRESS UNREGULATED NO SITE 876 4 OAK UNREGULATED YES SITE 1050 9 OAK DOCUMENTED YES SITE 1277 13 PINE DOCUMENTED YES SITE 1457 8 & 7 TWIN OAK DOCUMENTED 8 YES SITE TOTAL REQUIRED MITIGATION INCHES = 286 + 618 12 PINE DOCUMENTED NO SITE 877 12 PINE - DOCUMENTED YES SITE 1051 8 OAK DOCUMENTED NO SITE 1278 14 PINE DOCUMENTED YES SITE 1458 20 PINE DOCUMENTED YES SITE 235 = 521 619 12 PINE DOCUMENTED YES SITE 878 12 OAK DOCUMENTED YES SITE 1052 8 + 7 TWIN OAK DOCUMENTED 8 YES SITE 1279 13 PINE DOCUMENTED YES SITE 1459 17 PINE DOCUMENTED YES SITE 620 15 PINE DOCUMENTED NO SITE 879 12 PINE DOCUMENTED YES SITE 1053 9 OAK DOCUMENTED NO SITE 1280 13 PINE DOCUMENTED YES SITE 1460 8 OAK DOCUMENTED YES SITE PROVIDED MITIGATION INCHES (RETAINED 621 14 PINE DOCUMENTED NO SITE 880 12 GUM* UNREGULATED YES RIVER RD R 1054 8 OAK DOCUMENTED YES SITE 1281 12 PINE DOCUMENTED YES SITE 1461 10 OAK DOCUMENTED YES SITE UNREGULATED & DOCUMENTED TREES ON 622 12 PINE DOCUMENTED YES SITE 881 14 PINE DOCUMENTED YES SITE 1055 12 OAK DOCUMENTED YES SITE 1282 16 PINE DOCUMENTED YES SITE 1462 8 OAK DOCUMENTED YES SITE SITE) = 232 + 2,222 = 2,454 623 13 PINE DOCUMENTED YES SITE 882 9 OAK DOCUMENTED YES SITE 1056 10 OAK DOCUMENTED YES I SITE 1283 12 PINE DOCUMENTED YES SITE 1463 12ff PINE DOCUMENTED YES SITE 624 12 PINE DOCUMENTED YES SITE 883 8 OAK DOCUMENTED YES SITE 1057 10 OAK DOCUMENTED YES SITE 1284 -Fr PINE DOCUMENTED YES SITE 1464 12 PINE DOCUMENTED YES SITE 625 12ff PINE DOCUMENTED YES SITE 884 1 12 OAK DOCUMENTED YES SITE 1058 9 OAK DOCUMENTED YES SITE 1285 12 PINE DOCUMENTED YES SITE 1465 16 PINE DOCUMENTED YES SITE 626 12 PINE DOCUMENTED YES SITE 885 1 1r PINE DOCUMENTED YES SITE 1059 9 OAK DOCUMENTED YES SITE 1286 12 PINE DOCUMENTED YES SITE 1466 12 PINE DOCUMENTED YES SITE 627 14 PINE DOCUMENTED YES SITE 886 12 PINE DOCUMENTED YES SITE 1060 11 OAK DOCUMENTED YES SITE 1287 8 OAK DOCUMENTED YES SITE 1467 10 OAK DOCUMENTED YES SITE 628 12 PINE DOCUMENTED YES SITE 887 9 OAK DOCUMENTED YES SITE 1061 9 OAK DOCUMENTED YES SITE 1288 13 PINE DOCUMENTED YES SITE 1468 19 PINE DOCUMENTED YES SITE 629 630 12 PINE 13 PINE DOCUMENTED DOCUMENTED YES YES SIZE SITE 888 889 4 OAK 17 OAK UNREGULATED DOCUMENTED YES YES SITE SITE 1062 1063 145 PINE 1 8 + 5 TYdN OAK DOCUMENTED DOCUMENTED 8 YES YES SITE SITE 1289 1290 20 PINE 1r PINE DOCUMENTED DOCUMENTED YES YES SITE SITE 1469 1470 11 , 10 , & 7 OAKS 15 PINE DOCUMENTED 11 & IT); UNREGULATED 7 DOCUMENTED YES YES SIZE SITE 631 15 PINE DOCUMENTED YES SITE 890 6 OAK UNREGULATED YES SITE 1064 13 PINE DOCUMENTED YES SITE 1291 14 PINE DOCUMENTED YES I SITE 1471 15 PINE DOCUMENTED YES SITE 632 12 PINE DOCUMENTED YES SITE 891 8, 7, & 7 OAKS DOCUMENTED 8 ; UNREGULATED 7 & 7 YES SITE 1065 120 PINE DOCUMENTED YES SITE 1292 16 PINE DOCUMENTED YES SITE 1472 211 PINE DOCUMENTED YES SITE 633 13 PINE DOCUMENTED YES SITE 892 4 OAK UNREGULATED YES SITE 1066 15 PINE DOCUMENTED YES SITE 1293 12 & 12 PINES DOCUMENTED 12 & IT).YES SITE 1473 8 OAK DOCUMENTED YES SITE 634 13 PINE DOCUMENTED YES SITE 893 10 OAK DOCUMENTED YES SITE 1067 10'. 9", 9", & 8 OAKS DOCUMENTED (IT, 9-, 9-, & 8 YES SITE 1294 16 PINE DOCUMENTED YES SITE 1474 12 PINE DOCUMENTED YES SITE 635 12 PINE DOCUMENTED YES SITE 894 5 OAK UNREGULATED YES SITE 1068 OAK DOCUMENTED YES SITE 1295 1 PINE DOCUMENTED YES SITE 1483 + 7 TwN BAY DOCUMENTED 8 YES SITE 636 12 PINE DOCUMENTED YES SITE 895 9 OAK DOCUMENTED YES SITE 1069 14 OAK DOCUMENTED YES SITE 1296 12 PINE DOCUMENTED YES SITE 1484 i6 OAK DOCUMENTED YES SITE 637 12 PINE DOCUMENTED YES SITE 896 22 OAK SIGNIFICANT YES SITE 1070 13 OAK DOCUMENTED YTS SITE 1297 f, 6", & 3 MAGNOLIAS UNREGULATED 7 6 & 3 YES SITE 1485 15 PINE DOCUMENTED YES SITE 638 14 PINE DOCUMENTED YES SITE 897 8 OAK DOCUMENTED YES SITE 1071 8 OAK DOCUMENTED YES SITE 1298 13 PINE , , DOCUMENTED YES SITE 1486 18 OAK SIGNIFICANT YES SITE 639 10 BAY DOCUMENTED NO SITE 898 13 PINE DOCUMENTED YES SITE 1072 10 OAK DOCUMENTED YES SITE 1299 14 PINE DOCUMENTED YES SITE 1487 15 PINE DOCUMENTED YES SITE 640 18 PINE DOCUMENTED NO SITE 899 10 OAK; 4 HOLLY DOGUMENIED 10 & 4 YES SITE 1073 12 + TWIN OAK DOCUMENTED 12 NO SITE 1300 14 PINE DOCUMENTED YES SITE 1489 11 OAK DOCUMENTED NO SITE 641 12 PINE DOCUMENTED NO SITE 900 15 OAK DOCUMENTED YES SITE 1074 14 PINE DOCUMENTED NO SITE 1301 9 + 75 TWIN MAPLE DOCUMENTED 9 YES SITE 1490 20 PINE DOCUMENTED NO SITE 642 12 PINE DOCUMENTED NO SITE 901 13 PINE DOCUMENTED YES SITE 1075 9 OAK DOCUMENTED NO SITE 1302 18 PINE DOCUMENTED YES SITE 1491 21 PINE DOCUMENTED NO SITE 643 6 BAY UNREGULATED NO SITE 902 9 + 8 TWIN OAK DOCUMENTED 9 YES SITE 1076 16 PINE DOCUMENTED NO SITE 1303 147 PINE DOCUMENTED YES SITE 1492 22 PINE DOCUMENTED NO SITE 644 15 PINE DOCUMENTED NO SITE 903 11 OAK DOCUMENTED YES SITE 1077 147 PINE DOCUMENTED NO SITE t304 12 PINE DOCUMENTED YES STE 1493 8 + 8 TWIN OAK DOCUMENTED 8 NO SITE 645 6 + 4 TWiN BAY UNREGULATED 6 NO SITE 904 11 OAK DOCUMENTED YES SITE 1078 10 OAK DOCUMENTED YES SITE 1305 15 PINE DOCUMENTED YES SITE 1494 8 OAK DOCUMENTED NO SITE 646 647 12 PINE 9 BAY DOCUMENTED DOCUMENTED NO NO SITE SITE 905 906 10 + 11 TWIN OAK 5 OAK DOCUMENTED 11 UNREGULATED YES YES SITE SITE 1079 1080 11 OAK 12 PINE DOCUMENTED DOCUMENTED YES YES SITE SITE 1306 1307 12 PINE 14 PINE DOCUMENTED DOCUMENTED YES YES SITE SITE 1495 1496 24 PINE; 10 OAK 8 OAK SIGNIFICANT 24 & DOCUMENTED 10 DOCUMENTED NO NO SITE SITE 648 12 PINE DOCUMENTED NO SITE 907 5 OAK UNREGULATED YES SITE 1081 15 PINE DOCUMENTED YES SITE 1388 13 PINE DOCUMENTED YES SITE 1477 8 CYPRESS DOCUMENTED NO SITE 649 12 PINE DOCUMENTED YES SITE 908 8 OAK DOCUMENTED YES SITE 1082 12 PINE DOCUMENTED YES SITE 1309 13 PINE DOCUMENTED YES SITE 1498 11 OAK DOCUMENTED NO SITE 650 12 PINE DOCUMENTED NO SITE 909 6 OAK UNREGULATED YES SITE 1083 161 PINE DOCUMENTED YES SITE 1310 14 PINE DOCUMENTED YES SITE 1499 24 PINE SIGNIFICANT NO SITE 651 12 PINE DOCUMENTED YES SITE 910 5 OAK UNREGULATED YES SITE 1084 OAK DOCUMENTED YES SITE 1311 15 PINE DOCUMENTED YES SITE 1500 18 MAPLE SIGNIFICANT NO SITE 652 8 BAY DOCUMENTED YES SITE 911 125 PINE DOCUMENTED YES RIVER RD R 1085 12 PINE DOCUMENTED YES SITE 1312 12 PINE DOCUMENTED YES SITE 1501 8 + 8 TWIN OAK DOCUMENTED 8 NO SITE 653 13 PINE DOCUMENTED YES SITE 1 912 12 PINE DOCUMENTED YES RIVER RD R 1086 12 PINE DOCUMENTED YES SITE 1313 12 PINE DOCUMENTED YES SITE 1513 8 OAK DOCUMENTED YES SITE 654 12 PINE DOCUMENTED YES SITE 913 12 PINE DOCUMENTED YES RIVER RD R 1087 13 PINE DOCUMENTED YES SITE 1314 18 PINE DOCUMENTED YES SITE 1514 16 PINE DOCUMENTED YES SITE 655 12 PINE DOCUMENTED YES SITE 914 8-, 4-, & 3 OAK DOCUMENTED (8'); UNREGULATED 4 & 3 YES RIVER RD R 1088 12 PINE DOCUMENTED YES SITE 1315 14 PINE DOCUMENTED YES SITE 1515 15 PINE DOCUMENTED YES SITE 656 12 & 12 PINES DOCUMENTED 12 & 12 YES STE 115 12 PINE DOCUMENTED YES RIVER RD R 1089 13 PINE DOCUMENTED YES SITE 1316 16 PINE DOCUMENTED YES SITE 1516 19 PINE DOCUMENTED YES SITE 657 13 PINE DOCUMENTED YES SITE 116 12 PINE DOCUMENTED YES RIVER RD R 1090 6 , 5-, & 3 MAGNOLIAS UNREGULATED 6 , 5 , & 3 YES SITE 1317 15 PINE DOCUMENTED YES SITE 1517 16 PINE DOCUMENTED YES SITE 658 12 PINE DOCUMENTED YES SITE 917 9 OAK DOCUMENTED YES RIVER RD R 1091 16 PINE DOCUMENTED YES SITE 1318 14 PINE DOCUMENTED YES SITE 1518 15 PINE DOCUMENTED YES SITE 659 13 PINE DOCUMENTED YES SITE 918 10 OAK DOCUMENTED YES RIVER RD R 1092 12 PINE DOCUMENTED YES SITE 1319 18 PINE DOCUMENTED YES SITE 1519 8 GUM* UNREGULATED YES SITE 660 13 PINE DOCUMENTED YES SITE 919 4 OAK UNREGULATED YES RIVER RD R 1093 10 , 9'. & 6 OAKS DOCUMENTED 10 & 9'), UNREGULATED 6 YES SITE 1320 9 OAK DOCUMENTED YES SITE 1520 17 PINE DOCUMENTED YES SITE 661 12 PINE DOCUMENTED YES SITE 920 4 OAK UNREGULATED YES SITE 1094 8 OAK DOCUMENTED YES SITE 1321 9 + 8 TWIN OAK DOCUMENTED 9 YES SITE 1521 8 CYPRESS DOCUMENTED YES STE 662 13 PINE DOCUMENTED YES SITE 921 14 OAK DOCUMENTED YES SITE 1095 12 PINE DOCUMENTED YES SITE 1322 14 PINE DOCUMENTED YES SITE 1522 10 OAK DOCUMENTED YES SITE 663 13 PINE DOCUMENTED YES SITE 922 6 OAK UNREGULATED YES SITE 1096 22 PINE DOCUMENTED YES SITE 1323 15 PINE DOCUMENTED YES SITE 1523 13 PINE DOCUMENTED YES SITE 664 13 PINE DOCUMENTED YES SITE 923 14 GUM* UNREGULATED YES SITE 1097 9 BAY DOCUMENTED YES SITE 1324 12 & 13 PINES DOCUMENTED 12 & 13 YES SITE 1524 13 PINE DOCUMENTED YES SITE 665 13 PINE DOCUMENTED YES SITE 924 9 OAK DOCUMENTED YES SITE 1098 8 OAK DOCUMENTED YES SITE 1325 12 PINE DOCUMENTED YES SITE 1525 12 PINE DOCUMENTED YES SITE 666 15 PINE DOCUMENTED YES SITE 925 4 OAK UNREGULATED YES SITE ID99 12 PINE DOCUMENTED YES SITE 1326 17 PINE DOCUMENTED YES SITE 1526 17 PINE DOCUMENTED YES SITE 667 12 PINE DOCUMENTED YES SITE 926 8 OAK DOCUMENTED YES SITE 1100 12 PINE DOCUMENTED YES SITE 1327 8 OAK DOCUMENTED YES SITE 1527 20 PINE DOCUMENTED YES SITE 668 12 PINE DOCUMENTED YES SITE 927 6 OAK UNREGULATED YES SITE 1101 17 PINE DOCUMENTED YES SITE 1328 12 PINE DOCUMENTED YES SITE 1528 19 PINE DOCUMENTED YES SITE 669 13 & 12 PINES DOCUMENTED 13 & 12 YES SITE 928 18 OAK SIGNIFICANT YES SITE 1122 12 PINE DOCUMENTED YES SITE 1329 22 PINE DOCUMENTED YES SITE 1529 18 PINE DOCUMENTED YES SITE 670 12 PINE DOCUMENTED YES SITE 929 7 OAK UNREGULATED YES SITE 1103 17 PINE DOCUMENTED YES SITE 1330 12 PINE DOCUMENTED YES SITE 1530 13 PINE DOCUMENTED YES SITE 671 19 PINE DOCUMENTED YES SITE 930 11 OAK DOCUMENTED YES SITE 1104 13 PINE DOCUMENTED YES SITE 1331 12 + 11 TWIN OAK DOCUMENTED 12 YES SITE 1531 12 PINE DOCUMENTED YES SITE 672 13 PINE DOCUMENTED YES SITE 931 5 OAK UNREGULATED YES SITE 1105 17 PINE DOCUMENTED YES SITE 1332 22 PINE DOCUMENTED YES SITE 1532 15 PINE DOCUMENTED YES SITE 673 13 PINE DOCUMENTED YES SIZE 932 12 OAK DOCUMENTED YES SITE 1106 ii OAK DOCUMENTED YES SITE 1333 15 PINE DOCUMENTED YES SITE 1533 18 PINE DOCUMENTED YES SITE 674 12 PINE DOCUMENTED YES SITE 933 5 OAK UNREGULATED YES SITE 1107 14 PINE DOCUMENTED YES SITE 1334 8 BAY; 12 PINE DOCUMENTED 8 & 12 YES SITE 1534 12 PINE DOCUMENTED YES SITE 675 14 PINE DOCUMENTED YES SITE 934 5 OAK UNREGULATED YES SITE 1108 8 + 5 TWIN OAK DOCUMENTED 8 YES SITE 1335 12 BAY DOCUMENTED YES SITE 1535 19 PINE DOCUMENTED YES SITE 676 15 PINE DOCUMENTED YES SITE 935 5 OAK UNREGULATED YES SITE 1109 9 OAK DOCUMENTED YES SITE 1336 16 OAK DOCUMENTED YES SITE 1536 16 PINE DOCUMENTED YES SITE 677 14 PINE DOCUMENTED YES SITE 936 6 OAK UNREGULATED YES SITE 1110 12 + 10 TWIN OAK DOCUMENTED 12 YES SITE 1337 25 PINE SIGNIFICANT YES SITE 1537 17 PINE DOCUMENTED YES SITE 678 12 PINE DOCUMENTED YES SITE 937 6 OAK UNREGULATED YES SITE 1111 14 PINE DOCUMENTED YES SITE 1338 9 BAY DOCUMENTED YES SITE 1538 13 PINE DOCUMENTED YES SITE 679 12 PINE DOCUMENTED YES SITE 938 16 PINE DOCUMENTED NO RIVER RD R 1112 12 PINE DOCUMENTED YES SITE 1339 12 OAK DOCUMENTED YES SITE 1539 12 PINE DOCUMENTED YES SITE 680 13 PINE DOCUMENTED YES SITE 940 6 + 4 TWIN OAK UNREGULATED 6 YES RIVER RD R 1113 22 PINE DOCUMENTED YES SITE 13 00 15 PINE DOCUMENTED YES SITE 1540 18 PINE DOCUMENTED YES SITE 681 13 PINE DOCUMENTED YES SITE 941 10 OAK DOCUMENTED YES RIVER RD R 1114 8 OAK DOCUMENTED YES SITE 1341 8 OAK DOCUMENTED YES SITE 1541 12 PINE DOCUMENTED YES SITE 682 15 PINE DOCUMENTED YES SITE 942 8 OAK DOCUMENTED YES RIVER RD R 1115 12 OAK DOCUMENTED YES SITE 1342 9 + 8 + 7 + 4 CHERRY SIGNIFICANT 9 YES SITE 1542 10 GUM* UNREGULATED NO 9 683 15 PINE DOCUMENTED YES SITE 943 4 OAK UNREGULATED YES RIVER RD R 1116 19 PINE DOCUMENTED YES SIZE 1343 14 PINE DOCUMENTED YES STE 1543 10 GUM* UNREGULATED NO SITE S 684 12 PINE DOCUMENTED YES SITE 944 14 PINE DOCUMENTED NO RIVER RD R 1117 17 PINE DOCUMENTED YES SITE 130 18 PINE DOCUMENTED YES SITE 1544 9 CYPRESS DOCUMENTED NO SITE 685 12 PINE DOCUMENTED YES SITE 945 6 + 5 TWIN OAK UNREGULATED 6 YES SITE 1118 8 + 6 TWIN HOLLY SIGNIFICANT 8 YES SITE 1345 18 & 4 OAKS; 7 HICKORY DOCUMENTED 18 ; UNREGULATED 4 & 7 YES SITE 1545 12 PINE DOCUMENTED YES SITE 886 13 PINE DOCUMENTED YES SIZE 946 12 PINE DOCUMENTED YES SIZE 1119 14 PINE DOCUMENTED YES SITE 1346 11 OAK DOCUMENTED YES SITE 1546 12 & 13 PINES DOCUMENTED 12 & 13 YES SITE 687 14 PINE DOCUMENTED YES SITE 947 5 OAK UNREGULATED YES SITE 1120 12 PINE DOCUMENTED YES SITE 1347 10 OAK DOCUMENTED YES SITE 1547 12 MAPLE DOCUMENTED YES SITE 688 15 PINE DOCUMENTED YES SITE 948 5 OAK UNREGULATED YES SITE 1121 8', 7 , , 6", & 5 OAKS DOCUMENTED (8"); UNREGULATED (7-, 7 , 6', & 5 NO SITE 13 88 8'. 8'. & 4 MAPLES DOCUMENTED 8 & 8 ; UNREGULATED 4 YES SITE 1548 13 PINE DOCUMENTED YES SITE 689 12 PINE DOCUMENTED YES SITE 949 6 OAK UNREGULATED YES SITE 1122 14 BAY DOCUMENTED NO SITE IY49 18 PINE DOCUMENTED YES SIlE 1549 14 PINE DOCUMENTED YES SITE 0 5 690 12 PINE DOCUMENTED YES SITE 950 5 + 3 TWN OAK UNREGULATED 5 YES SITE 1123 16 PINE DOCUMENTED NO SITE 13 00 17 PINE DOCUMENTED YES SITE 1550 11 GUM* UNREGULATED YES SITE 691 12 PINE DOCUMENTED YES SITE 951 15 PINE DOCUMENTED YES SITE 1124 8 OAK DOCUMENTED NO STE 1351 15 PINE DOCUMENTED YES SITE 1551 1 OAK DOCUMENTED YES SITE 692 12 PINE DOCUMENTED YES SITE 952 14 OAK DOCUMENTED YES SITE 1125 10 OAK DOCUMENTED NO SITE 1352 13 PINE DOCUMENTED YES SITE 1552 9 + 4 TMN OAK DOCUMENTED 9 NO SITE 693 12 PINE DOCUMENTED YES SITE 953 15 OAK DOCUMENTED YES SITE 1126 18 PINE DOCUMENTED NO SITE 1353 20 PINE DOCUMENTED YES SITE 1555 14 PINE DOCUMENTED YES SITE S s 694 7 , 5'. & 4 BAYS UNREGULATED 7 , 5 , & 4 YES SITE 954 8 + 4 TWIN OAK DGCUMENTED 8 YES SITE 1135 12 PINE DOCUMENTED NO RIVER RD R 1354 9 + 6 TWIN OAK DOCUMENTED 9 YES SITE 1556 9 GUM* UNREGULATED YES SITE 695 13 PINE DOCUMENTED YES STE 955 11 OAK DOCUMENTED YES SITE 1137 12 PINE DOCUMENTED YES SITE 1355 9 OAK DOCUMENTED YES SITE 1557 9 GUM* UNREGULATED NO SITE E 696 6 BAY UNREGULATED YTS SITE 956 10 + 5 TWIN OAK DOCUMENTED 10 YES SITE 1138 13 PINE DOCUMENTED YES SITE 1356 18 PINE DOCUMENTED YES SITE 1558 12 GUM* UNREGULATED NO SITE 697 12 PINE DOCUMENTED YES SITE 957 9 OAK DOCUMENTED YES SITE 1139 8 OAK DOCUMENTED NO SITE 1357 9 OAK DOCUMENTED YES SITE 1559 14 MAPLE DOCUMENTED NO SITE 698 12 PINE DOCUMENTED YES SITE 958 8 OAK DOCUMENTED YES SITE 1140 8 + 8 TYAN OAK DOCUMENTED 8 NO SITE 1358 18 PINE DOCUMENTED YES SITE 1560 17 PINE DOCUMENTED NO SITE o F rn 699 13 PINE DOCUMENTED YES SITE 959 OAK UNREGULATED YES SITE 1141 15 PINE DOCUMENTD NO SITE 1359 14 OAK DOCUMENTED YES SITE 1561 22 PINE DOCUMENTED NO SITE E '' o Z 700 12 PINE DOCUMENTED YES SITE 960 15 PINE DOCUMENTED YES SITE 1142 14 PINE DOCUMENTED NO SITE 1360 10 OAK DOCUMENTED YES SITE 1562 22 PINE DOCIMEJIED NO STE o 701 8 OAK DOCUMENTED YES SITE 961 6 OAK UNREGULATED YES SITE 1143 16 PINE DOCUMENTED NO SITE 1361 11 OAK DOCUMENTED YES SITE 1563 18 PINE DOCUMENTED NO SITE B '� 5 702 14 PINE; 9 BAY DOCUMENTED 14 & 9 YES SITE 962 10 OAK DOCUMENTED YES SITE 1144 8 + 6 TWIN OAK DOCUMENTED 8 NO SITE 1362 15 PINE DOCUMENTED YES SITE 1564 8 CYPRESS DOCUMENTED NO SITE x 703 14 PINE DOCUMENTED NO SITE 963 19 OAK SIGNIFICANT YES SITE 1145 12 PINE DOCUMENTED NO SITE 1363 15 PINE DOCUMENTED YES SITE 1565 11 GUM* UNREGULATED NO SITE B w 704 12 PINE DOCUMENTED NO SITE 964 9 OAK DOCUMENTED YES SITE 1146 4. 3 , & 2 HOWES DOCUMENTED 4 ; UNREGULATED 3 & 2 NO SITE 1364 18 PINE DOCUMENTED YES SITE 1566 8 + 7 TWIN GUM* UNREGULATED 8 NO SITE 705 11 BAY DOCUMENTED NO STE 965 6 + 5 TWIN -OAK UNREGULATED 6 YES SITE 1147 8 OAK DOCUMENTED NO SITE 1365 16 PINE DOCUMENTED YES SITE 1567 24 PINE SIGNIFICANT NO SITE 706 8 & 5 BAYS DOCUMENTED 8 ; UNREGULATED 5 NO SITE 666 12 PINE DOCUMENTED YES SITE 1148 8-, 7 , & 6 OAKS DOCUMENTED 8 ; UNREGULATED 7 & 6 NO SITE 1366 18 PINE DOCUMENTED YES SITE 1568 12 + 11 TWIN OAK DOCUMENTED 12 NO SITE 707 5 BAY UNREGULATED NO SITE 967 12 PINE DOCUMENTED YES SITE 1149 11 OAK DOCUMENTED NO SITE 1367 18 PINE DOCUMENTED YES SITE 1569 9 OAK DOCUMENTED NO SITE p 15 708 12 PINE DOCUMENTED YES SITE 968 6 OAK UNREGULATED YES SITE 1150 4 HOLLY DOCUMENTED NO SITE 1368 2 PINE DOCUMENTED YES SITE 1570 8 OAK DOCUMENTED NO SITE 709 15 PINE DOCUMENTED YES SITE 969 8 OAK DOCUMENTED YES SITE 1151 8 OAK DOCUMENTED NO SITE 1369 13 PINE DOCUMENTED YES SIZE 1571 12 PINE DOCUMENTED NO SIZE Z 710 15 PINE DOCUMENTED YES SITE 970 8 OAK DOCUMENTED YES SITE 1152 10 OAK DOCUMENTED NO SITE 1370 11 OAK DOCUMENTED YES SITE 1572 16 PINE DOCUMENTED NO SITE 711 15 PINE DOCUMENTED YES SITE 971 12 PINE DOCUMENTED YES SITE 1153 8 OAK DOCUMENTED NO SITE 1371 8 OAK DOCUMENTED YES SITE 1573 2 OAK SIGNIFICANT NO SITE 712 8 OAK DOCUMENTED YES SITE 972 4 OAK UNREGULATED YES SITE 1154 8 + 4 TIMN OAK DOCUMENTED 8 NO SITE 1372 8 OAK DOCUMENTED YES SITE 1574 11 GUM* UNREGULATED NO SITE 713 i PINE DOCUMENTED YES SIZE 973 8 OAK DOCUMENTED YES SITE 1155 15 PINE DOCUMENTED NO SITE 1373 11 + 8 TWIN OAK DOCUMENTED 11 YES SITE 1575 8 OAK DOCUMENTED NO SITE 714 17 PINE DOCUMENTED YES SITE 974 11 OAK DOCUMENTED YES SITE 1156 8 OAK DOCUMENTED NO SITE 1374 16 PINE DOCUMENTED YES SITE 1576 11 OAK DOCUMENTED NO SITE P R 715 12 PINE DOCUMENTED YES SITE 975 12 & 12 PINES DOCUMENTED 12 & 12 YES SITE 1157 17 PINE DOCUMENTED NO SITE 1375 13 PINE DOCUMENTED YES SITE 1577 20 PINE DOCUMENTED NO SITE 716 15 PINE DOCUMENTED YES SITE 976 5 OAK UNREGULATED YES SITE 1158 13 OAK DOCUMENTED NO SITE 1376 18, 16', & 16 PINES DOCUMENTED 18 16 & i6 YES SITE 1578 8 OAK DOCUMENTED NO SIiL E 717 15 PINE DOCUMENTED YES SITE 977 5 OAK UNREGULATED YES SITE 1159 5 MAGNOLIA UNREGULATED NO SITE 1377 18 PINE DOCUMENTED , , YES SITE 1579 8 OAK DOCUMENTED NO SITE 718 18 PINE DOCUMENTED YES SITE 978 13 OAK DOCUMENTED YES SITE 1160 8 OAK DOCUMENTED NO SITE 1378 12 PINE DOCUMENTED YES SITE *ONLY DOCUMENTED IF IN REQUIRED BUFFER OR REQUIRED OPEN SPACE DATE: EXISTING TREE CHART 2_28-23 ALEXANDRA PLACE AT SCALE: THE VILLAGE AT MOTT'S LANDING, PHASE 3 1"=50' FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN: JCB R,'Y� �� Tt7s MALPASS ENGINEERING & STJRVEYING, P.C. CHECKED: y+";''{`a P`'� *;�{, y 1134 SHIPYARD BOULEVARD JBM `e i ._ �� s '- ,� WILMINGTON, NORTH CAROLINA 28412 PROJECT NO: ` - Phone 910-392-5243 EmeD: jefSmalpms®bizec.=.com 355 �2P)9 1023 Faz 910-392-5203 License No. C-2320 ARZ DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0: • �• ^: N:,� '� `�` 2020 SOUTH CHURCHILL DR Rjs • • ��,�4 WILMINGTON, NC 28403 �/j 77 e �4aY ti� PHONE 910-763-2629 7//AfUU1;i1yY9t�� oF: 719 14 PINE DOCUMENTED YES SITE 979 12 PINE DOCUMENTED YES SITE 1161 12 PINE DOCUMENTED NO SITE 1379 1 OAK DOCUMENTED YES SITE 720 14 PINE DOCUMENTED YES SITE 980 12 PINE DOCUMENTED YES SITE 1162 12 PINE DOCUMENTED NO SITE 1380 16 OAK DOCUMENTED YES SITE 721 15 PINE DOCUMENTED YES SITE 981 11 OAK DOCUMENTED YES SITE 1163 13 PINE DOCUMENTED NO SITE 1395 17 PINE DOCUMENTED YES SITE 722 12 PINE DOCUMENTED YES SITE 982 4 OAK UNREGULATED YES SITE 1164 8 OAK DOCUMENTED YES SITE 1396 22 PINE DOCUMENTED YES SITE 723 12 PINE DOCUMENTED NO SITE 983 13 PINE DOCUMENTED YES RIVER RD R 1165 12 PINE DOCUMENTED YES SITE 1397 8 OAK DOCUMENTED YES SITE 724 12 PINE DOCUMENTED NO SITE 984 14 PINE DOCUMENTED NO RIVER RD R 11 66 14 PINE DOCUMENTED NO SITE 1398 15 + 13 TWIN OAK DOCUMENTED 15 YES SITE 725 13 PINE DOCUMENTED NO SITE 985 5 OAK UNREGULATED YES RIVER RD R 1167 9 BAY DOCUMENTED NO SITE 1399 8 GUM* UNREGULATED YES SITE 726 12 PINE DOCUMENTED NO SITE 986 5. OAK UNREGULATED YES RIVER RD R 1168 8 + 6 TVAN OAK DOCUMENTED 8 NO SITE 1400 13 PINE DOCUMENTED YES SIZE 727 12 PINE DOCUMENTED NO SITE 987 5 OAK UNREGULATED YES RIVER RD R 1169 2 PINE DOCUMENTED YES SITE 1401 16 PINE DOCUMENTED YES SITE 728 12 PINE DOCUMENTED YES SITE 988 18 PINE DOCUMENTED YES RIVER RD R 1170 9 BAY DOCUMENTED YES SITE 1402 8 OAK DOCUMENTED YES SITE 729 13 PINE DOCUMENTED YES SITE 989 6 OAK UNREGULATED NO RIVER RD R 1171 18 PINE DOCUMENTED YES SITE 1403 i6 PINE; 9 GUM* DOCUMENTED (16'); UNREGULATED 9 YES SITE 730 15 PINE DOCUMENTED YES SITE 996 7 OAK UNREGULATED NO SITE 1172 15 PINE DOCUMENTED YES SITE 1404 9 GUM* UNREGULATED YES SITE 731 24 PINE SIGNIFICANT YES SITE 991 5 OAK UNREGULATED YES SITE 1173 12 PINE DOCUMENTED NO SITE 1405 8 + 5 TWIN OAK DOCUMENTED 8 YES SITE 732 12 , 11 , & 10 PINES DOCUMENTED 12 . UNREGULATED 11 & 10 YES SITE 992 7 OAK UNREGULATED NO RIVER RD R 1174 12 BAY DOCUMENTED NO SITE 1406 14 BAY DOCUMENTED YES SITE 733 14 PINE DOCUMENTED YES SIZE 993 14 & 13 PINES DOCUMENTED 14 & 13 NO RIVER RD R 1175 OAK DOCUMENTED NO SITE 1407 20 PINE DOCUMENTED YES SITE 734 12 PINE DOCUMENTED YES SITE 994 13 OAK DOCUMENTED NO SITE 1176 12 OAK DOCUMENTED NO SITE 14 88 12 GUM* UNREGULATED YES SITE 735 16 PINE DOCUMENTED YES SITE 995 12 & 11 PINES DOCUMENTED12 & 11 NO RIVER RD R 1177 12 PINE DOCUMENTED NO SITE 1409 20 PINE DOCUMENTED YES SITE 736 15 PINE DOCUMENTED YES SITE 996 12 PINE DOCUMENTED NO RIVER RD R 1178 9 OAK DOCUMENTED NO SITE 1410 19 PINE DOCUMENTED YES SITE• 337 13 PINE DOCUMENTED YES SITE 997 14 PINE DOCUMENTED NO RIVER RD RIW 1179 9 BAY DOCUMENTED NO SITE -T4-iF INE DOCUMENTED YES SITE 738 13 PINE DOCUMENTED YES I SITE I 1G01 12 PINE DOCUMENTED NO SITE 1180 18 PINE DOCUMENTED NO SITE 1412 19 PINE DOCUMENTED YES SIZE 739 16 PINE DOCUMENTED YES SITE 1002 12 + 7 TWIN OAK DOCUMENTED 12 YES SITE 1181 16 PINE DOCUMENTED NO SITE 1413 18 PINE DOCUMENTED YES SITE 740 18 PINE DOCUMENTED YES SITE 1003 6, 4, & 3 ROGUES DOCUMENTED 6 & 4 ; UNREGULATED 3 YES SITE 1182 11 , 10, & 7 OAKS; 4 HOLLY DOCUMENTED 11 , 10, & 4 ; UNREGULATED 7 YES SITE 1414 15 PINE DOCUMENTED YES SIZE 834 12 OAK DOCUMENTED NO SITE 1004 6 OAK UNREGULATED YES SITE 1183 14 PINE DOCUMENTED YES SITE 1415 21 PINE DOCUMENTED YES SITE 835 12 OAK DOCUMENTED NO SITE 1005 9 OAK DOCUMENTED YES SITE 1184 15 PINE DOCUMENTED YES SITE 1416 9 , 9 , & 4 GUMS* UNREGULATEDTT , 9 , & 4 YES S ZE WETLAND IMPACT LEGEND (SCALE: 1"=50') PERMANENT 404 WETLAND IMPACT 404 WETLAND PERMANENT IMPACT TABLE AREA ID PERMANENTIMPACT AREA SQUARE FEET ACRES PI-1 1,487 0.034 PI-2 14 0.001 PI-3 648 0.015 PI-4 9 0.001 PI-5 253 0.006 PI-6 423 0.010 PI-7 139 0.003 PI-8 18 0.001 PI-9 1,075 0.025 PI-10 90 0.002 PI-11 79 0.002 TOTAL 4,235 0.097 `\ MAGNETIC SPIKE SET NC GRID (NAD 83) N:139,778.2790 \E:2,328,055.5120 ELEV: 6.65 NAVD88 GS sl gQQO~ - / 4// _ yy 5805 RIVER ROAD ys \ CAPE FEAR PUBLIC UTILITYAUTHORITY / MOTTS CREESKFT STATION D.B. 6570, PG. 2616 PROPERTY LINE IS W W W W W •Y W W W CENTERLINE OF MOTTS CREEK /< W W W W W W W L W_ APPROX CENTER W W W W W W W W W W 1020"NS\ Oj? lO OF MOITS CREEK W W W W W W W W W W Y �1 W W W W W W W W W W W/ 10271B \ Ocr 1018 1 W W W W W W `•W W W W W W w 1020\ 3. 10 101 4 W MHW UNE W W W W W W ° W W (INTERPOLATED; W . W W W ° 103�3C''1�1029° W W SEE NOTE J38) W W W W ... W 103 a W W W W W WW W W W W W 1034 Ol 1 W W W W W W W W W W �10 113 ° 103� OO�[ J �Li W W --`> W W/ 1039`" [PIP 100 1 5 979 W W W W W W W W W AlR 4 0n 104 7JL 'j\ I W W W W COASTAL WETLAND &` W W •Y W Y% 4 1111 \� 'BRACKISH MARSH LINE W W W W 1045 ' 104 0 5 2 (SEE NOTE #8 , W W W 9 O 1046 1053 ° 1 1 105 060 W W W W W W W W W W W 10 W° 'I.ASi,I^M7 1051 1 6 IQ O W W W W W W W W W W W f�•l� 9 O 1062 •Y W W W W W W W W W W 10 W W W W W W W W W W 074 W W W W W W W W W W W W I 10 66 11075 1173 _ 0 5 W W W W W W W W W W W `.,' W W W W W W W W W W W W Q 1078 1 W W W W W W W W W W W W- Q �� - 107 � 108(fn�A� 6 06 W W W W W W W W W W W W W }}�((qqVV((5�5�)) W W W W W W W W W W W W W 107J lu�\ 107 W W pp10 W W W W W W W W W W W W WI 9112O W W W W W W W W W W W W 1121 11I LtS W W W W W W W W W W W= W W 112.2�W W W W W W W W W W W W C Q W W W W W W W W W W W W W - 1116 111 1094 W W W W W Jr •Y W W W W W W W W 1I �.,p y W W W W W W W W W W W W 112���,(��'�pW W O 1114 SO96 y W W W W W W W W W W W W nS W ti(S W W I 'LRZ W W W W W W W W W W W W •� W W W W 111 11 1096� 1124eW W- 1097, 1,1 W W W W W W W W W LAC W W W ° W 11B SISy W W W W W W W W W W W W W W 11z26 W 1138 SI 4�QJU•VjJiS`' W W W W W W W W H N W W W . W 1 85 404 WER.ANDS •„1140 U39 N 24°31157" E 754.59' ME LINE) �, W W W W W W (CONSERVATION W W W W W W W W W W W W W W in. '0 ° JO °�/ �n1 __ 3 6�11726 SPACE) W W W W W W W W W 1141 `r, W 1162 a�• 116 il6 1165y 114y Q Q Q 11B7 C L °P158 %61 11 2 1143 68W 1�12.5'� 114q a ° ° U74 W W 1ei.? " 1193 _ 115' 116J 1177, ' W W W W W W W W W W W W ° W W ° 1190' W W W W W W W W W W W W 115 Q 155 W° W W -, ° 92 W W •L W W W W W MHW UNE W W W W W 114y5 Q Q W W W W W W W W W W W W (END INTERPOLATION W W W W W W ° 1 1154 ° 11 W/ �/,8 118� p� Q N/F & BEGIN NHW LINE('��7g NNP IV -CAPE FEAR RIVER, LLC W W W /W W W W W W W APPROAMADON W W W SD ,ri146 -"' W W 179 b7 SEE NOTE SOUTH; W W nGW W W_ 114J 1150n2 W i cy W W W •Y W W W W W W W W SEE NOTE 138) W W WG W W r / ° W 230 W W W W/ W W •L W W W W W W W W W W W W •Y`W' �� L14 Q W W yJ L •Y W W W W •L W •L W W W W W W= W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W NNW UNE "' W m W W W /W W W W W W W `I• (APPROX; SEE NOTE #M) W W W W MATCHLINE W S/ O W W W W W W W W W W W CID / RECREATION AREA o\BF,p THE VILLAGE AT MOTTOS LANDING Sq PHASE 1 9y/ `\'yOsc\ M.B. 53, PGS. 269-271 I I \ q\'\ / L'_ \ T \ \.� \cl \ QO\�c3vv�GOQG ,98 41 18 l I 'goy \ \ �/ �•�' �Oa P� P5 hh / \ � � 914 9 9 3 06 �909 43 OS ` \`(/ GQ QU \ \y VB�Q(� 68 2 879 \ \ \ / �k. P�O' / \��P� O Off\ \ 89 V 6987 74 y \ \ O`�5�GPOCIQ QG. a a 873 86 / 864 \\ \ / �F �P�O. / 896 889 87 / 865 /�,C'> \/�%� 'v Q o� V_ 6 6 8 78 \ / O\�SGPOGQ QG 8 8 859 8 886 I 2 83" 8383 203 20 84 6 ° ° 43 \ \ QO`�oiF'�PC'G� Q / TREE PROTECTION FENCE x SEE SHEET 8 W/ W W W W W W W W W W� 5822 RIVER ROAD W W W W W W W W W W 43' N F WIFE W W W W W W W •L O .N 315�.1VEyED DONALD WILLIAMS W W W W W W 5-7 �NEn NOT JJVV{� I LULA MAED R. WILLIAMS W W W W W W W W PROPER I D.B. 832, PG. 868 PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES / J \ ESMy9010 \\ / / \ \•off 7i \ MAGNETIC SPIKE SET \ 269`�j \ \ \ i NC GRID (NAD RRT \ \ GRAPHIC SCALE 0 25 50 100 ZI Ell 6=01I ( IN FEET ) 1 inch = 50 ft 1 RMC TA MIIIGT IAMM IR RFYM/G 10"AIMCM1 WRIGNII RIRGM< b RLll11YRF1} G41RLT A-1R-72 2 REVISED M ADD TREE PROTECTION FENCE 9-5-23 3 REVISED TO SHOW C045LAL WERAND UNE AND ADD ESTUARINE SHORELINE 30' BUFFER & 75 AEC 9-28-23 4 REVISED TO REMOVE ESTUARINE SHORELINE 30' BUFFER & 7V AEC LINES AND ADD MNW LINE 10-27-23 5 RENSED TO REMOVE TREE NUMBER 983, ADJUST TREE PROTECTION FENCE IN T T AREA. & CORRECT EDGE UNE LOCATION ON WEST SIDE OF RIVER RD IN FROM OF PHASE 3A. 12-19-23 B REVISED TO SHOW RETAINING WALL ALONG SIDES & NEAR FOOTPRINT OF BUILDINGS FOR LOTS AI-A7 12-22-23 REV NO. DESCPoPIION DALE DATE: 2-28-23 SCALE 1 "=50' DRAWN: JCB n'�``^t1� C t 1'J'y�'✓ 3• SHIPYARD BOULEVARD JBM ENGINEERING & SURVEYING, P.C. CHECKED: 111 ��,"0. � •r e � '.+y WIL.MINGTON, NORTH CAROLINA 28412 PROJECT N0: `+ti"-. .`'" "' ;`.•,+' Phone 910-392-5243 Email: jeffmalpass®bizec.".com _� 12-Z2-210I73`'r>°• Fax 910-392-5203 license No. C-2320 355 232 ( - a DEVELOPER: 2EW PROPERTIES, LLC 20SHE1T NO• 2020 SOUTH CHURCHILL DR C. PHONE 910-763-2629 OF: TREE REMOVAL & WETLAND IMPACT PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA JCP MATCHLINE SEE SHEET 9 IWO— islUay, 1077 O� IC 1S2OW WW WWW WI Ulli� A 1121 W W W W W W W W W W W=C W 1122 W- W W W W W W W W W W W W W WSSW W i 11 I ISI6 `SSS•' IO94 1 W W W W W W W W W loge W W W W W W W 1113� 10961098 1124 W qry^� W .. 1097 F l Y• W W W W W W W W W W YZ W W tyyf J W 11° f 11SO• W W W d W W W W Y W W gd W W IV 1126 W 1138 V �' - e v W W W W WI1 ��J W W W W W W W W W ppW-�� W I HS OB W W W 404 "-'-•`DS W W W W W W W WSS4O T�'39 Og N 24°31'57" E 754.59' (TIE LINE) �/ d W (CONSERVATION W W W W W We W �a 1 70 / W W W W SPACE) W W W W W 1& `Y^i/ 11625,i,? 3 1 fi 1172 189 1141 � � W W W W W W W W W /114 116 1165�5"" 116W 1SH2ISH7dSS9 S2O 1143� 68 1J812 5' a 11 1I g 158 a j174 ,V W c �' 1 93 W W W W W W W W W W W W S1Sf�aq.�, SS6J 1177 W W g1190 S W v W W W W W W W W W . W [ � h i J 1SS W a W W �� 2 S 4 W W Y W W W W d WHIN LINE W W W W W 114•G 1J000--_"v a 1111 (END INTERPOLATIONa Y p ' N//�F W W W W W W W W W W W (END NHW LINE W W W W Y W j 1154 a_`,,,,/1�17�• W/ H 11Hy., 0 a NNP IV -CAPE TEAR RIVER, LLC W W W /W W W W W W Y y APPROXIMATION Y W Y " 1146 '"""" W Y 1796J1''-1 W W W W W W W W W W Y TO THE SOUTH; W W �W W W W W 2A SEE NOTE #38) W W Wf W W II47 5 aS52W o{23O' W 13�`."'y� 73 W W W W W W W W W W W W W W W=L SE W W W W W W W W W W VJ W W W W W W W W W W W W W W W W W W NHW LINE W W y m W W W 'I' (APPROX; SEE NOTE #38) MATCHLINE W W CCE/// W W W W W W W W W W W W W W 8�6 asl g 02 13o1T3 5 TREE PROTECTION FENCE 74 2q_ ♦♦ \ \ O♦��4'G PGGQ :- 873 86 864 \ \ \ / 4.�P�0' / ,�'y�P^ p� 67 86 Cj \\\ \\ �p�Q\a�Pq P-h \ 8 8 8 t 83 � \ \ \ \ / Q 5���♦� 60 / . F�� •�`, 3 86 42 H 834 't'l,� \ \ / �1� ♦,PLO / .� Py O O�� \ \ F a \ ♦ \�,3 G�QQG 3 r W ZA3 ♦ \ \ � \ \ / ��F.SP 0'6 / pi0'l SEE SHEET 7 W/ W W W W W W W W y W W \ 5822 RIVER ROAD W W W W W W •Y d •L W 315 A3 VEO N%F \ d W d Y d�_Ovzev�lc"Xlx W•. e,( DONALD WILLIAMS WIFE SMN%e- pts LULA MAEDR. WILLIAMSPI D.B. 832, PG. 868 W W f •�^ ^ � W W W W W W W W CP I N 13033' 1' `e ``'� L Y W d Y W W W W W W W W W W W y Y• y Y• Y d Y d •L W W W W W W W W d `� N 09026'17" E 236.29' (TIE LINE) / APPROX CENTER C W y W W W W W W W y y W Y Y WWW W y W W W OF MOTTS CREEK EIp W W W W W W W W W W W W W W W Y W W W W W / / I W Y W Y W W W W W W W W d W Y Y• W W W Y W W W W W_ W W W W W W W / / / / - I ��T3o33JY, W iY dW W dW W dW W YW W yWW d dWY Wd Wd dW WWY• WW WW•Y yW WWy WW WWW WW WWY Wd WWW yW WWW WW WWW WY WWd dW WWW dW YWW Wd WYW• WW YWW YW YWW W WWW YW WWWW WY WWWW dW WdWW WW WWWW WW WWWW YW WWWW WW dWW H W WWWY WW �WWW a¢WY\_' YW WYWJCpV dg Y gd Spppp��C� W r 1 7 577 14 8 4j SH 79 yWYWWWWdWdydydWWW 5900 / / � W •L Y W Y y W W W W W W W W W W W d Y •1. Y W W W W Y d Y y W W Y W W W iRl W W / 9W9 WW 9�AV7 5j N 48034'58" E 498.77' (TIE LINE) EIP I545 'yO9 O9 15 d59 W W W W W Y Y Y Y W W W d W W d W W W 66l3 W W W W W W W W W W W W W W W d W d W W W W W W W O W W- LlJ" W d W Y Y Y Y d Y Y d W d W W d Y W Y W W W W W Y W d Y W W W W W W W W W W d W Y W Y d W W Y W W � W I d Y Y W Y W Y W W W W W W W W W W W W W Y W Y Y / / / / \/ /\ / / / nc,{f` W "1W 3g3Y W NW Wy SWU0.WVZ �Y �QWy y W WY W Z/ WW WY yWW WY YYW WWW WW WWW Wd3W Wd WWW WY WWW Yd WWW yY WWW YW WWW Wy WWW WW WWW WY WWW WYd WWW WYd WWW WY WWW WW WWW WY WWW WW WWW Wy WWY WWW WWW WW WWY WW WW Wyy WW WW WW WW dW WW W WW W WW W WW W WWW W Wd W WW W Wd W WWW W WdW W WWW W WWW W •WL W WW W WW W WW W WW W WW W WW W WW W WWd WW WYd WW WYWW d WW WW �W1gW2 5W•�, 1WW W1 WW .yW VVV_ 11 DDDdW II a S ol W W W W W W W W W W W W W W W W WW W�2 6LL 'e602 OT k.1 6W W W W W W W W W W W W W W W W W W W W Y d Y Y Y W W W W W W W W Y d 618 d1-2 60 O?EVSW W W W WW W W W y W W W y W y Y W W Y Y W d d Y W d W W W .6 14 62OtaVVV Y Y W W W W W W W W W W W W W W W W W Y y 624 60 / W W W W d W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W 621W 23 O W W W W Y W W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y y W W 7 2' 5'; Y W W• a 36 Cy 6 W Y Y Y d W W y W W W W W W 626 I ' W d W W W W y Y W d W W W Y Y y d W W W W W W W W W W W W W W W W W W W W y Y W W W W W W W W W W W W W W d W W W .y�J��(3��' Y W y W Y W W W W W Y W Y W W W W W W W W W W W W W W W W W W W W Y W W W W Y W Y W W W W W W W W W W W W W Y Y W 62L 35 6 y W W W Y Y y W Y W d Y W Y W W d W W W W W W �• W W W W W W W d W W W W W W W W W Y Y Y Y W W W W W W W W W W Y Y W W12.C, {9 `.� ��; 634 27 / / w W d W W W W W W W W Y W W Y W W W Y W W W W W Y W Y W W W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W W Y W W W W J 636'^s"637 62gob W W W W d W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y W W W W W Y W W W W W W W W 6''{{ i AaN W W W W W W •1. d W W d W W d W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y W Y d W W W W W W W W W d W �3 d '�+ ,�- / •./ , // W W W W W W W W Y d W W W W Y W Y W W W y Y Y Y W W Y W W W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W d W W W W W •1/�'a�,,,f-'y] Y I W W W W W W W W W y Y Y W Y d W y Y Y Y W Y d Y W W W y W d d d W W W W W W W W W W W W W W W W W W W W Y d y Y Y W W W W W W W W W W Y y Y W W W W d W W . W W W W W W Y NHW LINE Y W Y W d W W W W W W `W W W W W W W W � W W W W W W W W W W W W W W W W W W W W W Y Y W Y W W W W W W W W W W }�Qv{��' W W •�j �• 66 ' W Y W W W y W W W y W W W (APPROX; SEE NOTE /38) W W W W W W /�NHWW_ W •Y Yy�j W W W W W W Y W W W Y W W W Y W W W Y W y Y W W W d W W W y W W d W Y W W W W W W W W •Y W W Y W W W W W�y,fO W W W •-'•. 6SS,, WI 6 W W W W W W W W W W W W W W W W W W W W W y W/W W d y---- W\\,C` Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y (,(IW W W 2•]U(i`j' 66Q�.'j, W W W d W W W W W W W W W W Y W W W W W y_\\%U1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y• W Y W W W W W W W YTREE PROTECTION FENCE• W 65°.y, '''� >r,5 56 I I d W y Y •L Y W Y W HI•Y' W W Y W d W W W W `W W W W W W W W W W W W W W W W W W W W Y Y W W Y •L y d •L W d y W W W W W W W Y d W W W d W W W W W W W W W W 655 WW YY-• WW WW W•WL WW WWW WW WWY W WW `ltW W W W W 1'YW W W W W W W `` W W W W W Y W W d W W W W W W W W W W W W W W W W W W W W W W W W W W Y Y W d 650. f'..-,'`: 656 66 d ,A.WWWY WWWYd YyYWW YdYWWW W W W W W Y W W W Y 642 641W W W W W W W W W W W W W W W W v W W W W W W W W W W Y N Yd W W W Y W W W W W W W 652 700 VTT 659y W y Y W y W W W W W W Y W W d y W d W W W W W W W 3 1256666 8C W W W W W W W W W W W W W W W W Y 6S7 65 (�Y Y W W W W W W W W W Y W W W W W W W PPLII 1 W W W W W W W W W W W W W W W W W W y W Y W W W W W Y Y W W y y W W W W W Y W W W W W W W W W W W W W y W W W W W W W W W W W W d W W W W W W H 99 - ' g 649 672 W W W W W W W W W y W Y Y W W Y W W W W 4� W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C^•y W W 6 W W W W W Y W W W d y W W W Y W d W W Y W W WCOASIAL urn .,'DW� d Y d W Y d W W W W W W W W W W W W W W W W W d Y• W W d d W W W W W W W W W W d W W W W W 698 67 319 W W W W W W W y W W W W Y y y W y W W W J GO „CILI4, W W Y W Y Y W W W W W Y W W W W W W W W W W d d •1. W W W W W W W Y W W W Y• W d d W W W W W e BRACKISH MARSH LINE` y W W W W W W Y d Y y y d Y W d d Y Y d W d Y d W Y d W W W W W W W W W W W W W W W W W W W W W y Y Y W W W W W W W W W W d Y y W W W W / Y -.'+ (APPROX; SEE NOTE $8) 64 70 67 g •L 68 W W W W W W W W�'T' W W W W W W W W W W W W W W W W Y W W W y W W W W Y W W W W W W W W W W W W •L W W W W W W W W W W W W W W W d Y W W W W W W W 681 67 75 ' W W d W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W Y W W W W W W W W W W W W W W W W W 95 6 2 W W W W W W W W W W W W W d W W W W W W W W W Y W W W W •L W W W W W W W W W W W W W W W W W W W W W W W W W W d W W W W W W W W W W W W 703 12,5' t 94 d W W W W W W W W W W W W W W W W W W W W W W d W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y W W W W Y W W W W W W d Y Y W ]]]]]]((((((11tttt000��� W pT� W 11 I •:-,� _ i, d W W W Y W W W W W W W W W W W W W W W W y W W Y W W W Y Y W Y W W W y Y W W W Y• y y d W W W W W W W W Y Y Y W Y W Y W W W W W W P1_5 i-�/Yj 696 - ';� 677 Y W d W Y W W W W W W W W W W W W W W W W W W W W W W W W W W d y W W Y W d W W W W d W Y W W W W d W W W Y d Y W W W W W W W W W •L W W 7 j d W W W W W W W W W W W W W W W W W W W W Y Y W W W W W W Y Y Y W W Y W W Y Y W W W W y W W W W W W W W W W W W W Y W W W W W W W W W y �W W W W W W W 111CW W W W W W W W W d W W W W /W G� W W W W d W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W0 W y WO6 692 �`.'^--J 66 / a W ' W W W W W W W W W W W W W W W W/y//W W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W Y W W W W W W W W W W W W W W W W W '709 •" (� Y Y Y Y W W W W W W W W W W W G`�1• W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W W W Y W W W W •Y W W W W W W W Y W y W y W 28 ;9 ;C/s ///��� ��-��- Z W Y W W y Y W W W Y W W W W W d y y d Y Y Y W W Y W Y W Y d W Y d Y W Y W d y Y Y W d W W W W W W W W W W W W d d y W •L W W W W W W W _ / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W Y W W W W W W W d W W W W W W W W W W W W W W W W W W W W 6�{{4/-J�$] W W YV W W W W W W W W /•� W W W W y W Y W Y Y y W W Y W W W Y y Y W Y W W W y W Y W d W W W W W W W W W Y d W W W W W W W W W W W W d Y- 27 `••w681 S V a �•y: W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W g '7 711 771Y/222a ': `Vy d W W W W W W Wa W W W W W Y W W Y Y y W Y W Y W W W Y Y W Y Y Y W W Y Y W Y Y d Y d W W W W W W d W Y W Y d Y Y y W W W W W W d 7 6H7 d6 W W W W Y W W `"W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W W •L Y W W �j W W W W W W W W W W W W W Y d Y W Y W W W W W d Y W Y W W W Y W •1. W W y y W W Y W W W W W W W Y Y W Y W W Y W Y W W W W W Y W/\.• '-/2 7��@@���7� ��(J�[J�� •'4. 71 W W W W W W W W W W W W W W W W W W W W W W W W W Y W d W W W W d W W W W W W W W W W W W Y Y W Y W W W W ... W W W W Y Y W Y W T7L5 713'L(]' !- 71 / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W. YY..UU'' W W y W W W W W W W W W W W d W W W W W W W W W W W W W W W d W W d W W W W W W W W W W W W W W W W W W W W W` W �}� Y 404 WETLANDS TREE PROTECTON FENCE •.: 722 1 ' T,�{/'.'3i (CONSERVATION W W W W W W W W W W W 2 71. _ ,�Y'..z. '(O •L W Y W Y W W W W W W W •Y W W W W W W W W W W W W W W W W W W W Y W W W y W W y W v W W W W J SPACE) W W W •L •1. W W W W W W W ) (p W W� W W W W W W W W W W W W W •Y W W W W W W W W W W W W •Y W W W W W W W W W W W W W W W W •Y W yY Y W W W W W W W W Y W W W W W =' 71 W Y Y Y Y W Y Y y W W y W W W W Y Y- d W Y W W Y W •✓ W •Y W W Y W Y d W d W Y- W W W •Y W •Y W W W Y- W W Y y W Y W W W Y W W W d 7 O =' 73 33 /C W W W W W W W Y W W y W W W W W W y W Y W W W W W W W W W W W W W d W W W W W W W W W W W W W •Y W W W W W W W W W W W W W W ,\ W 8 W W W Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W 32/ N O -PO y Y W W Y W Y d W W W W W y Y W y W W W W W W W W W W W W Y d W W W W W y W W W W W W W W W W W W W W W W W W W W W W �_� W W Y12 EJi 731 (b • W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Y W W J. . W W W W W W d Y W W W Y y W W W W W W W W W W 259 /c W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W d W W W W W W W W W W Y Y y W W W W Y W y��7� W , GRAPHIC SCALE 50 0 25 50 too PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES ( IN FEET ) 1 inch = 50 ft_ 1 RMSFD TO ADRIST LAYOUT. TREES REMO ED/RETAINED. WERAND INPA & RFNNDRFR SNFR- A-'lA-•13 2 REVISED TO ADD TREE PROTECTON FENCE 1 9-5-23 3 WESED TO SHOW ODASTAL WERAND LINE AND ADD ESTUARINE SHORELINE 30 BUFFER & 75 AEC 9-28-23 4 REVSED i0 RENOVE ESNARINE SHORETJNE 30' BUFFER AREA & 75 AEC LINES. ADD DIIY! LINE, &ADD AL MARSH UNIN PHASE 38 10-27-23 5 REVISED TO CORRECT EDGE UNE LOCATION ON WEST SIDE OF RIVER RD IN FRONT OF PHASE 34 12-19-23 REV NO. DESCRIPTION DATE /�-MAGNETIC SPIKE SET /\ INC GRID (NAD 83) \ N: 139,174.4373 E:2,328,593.0393 ELEV: 10.31 NAVD88 1 � 1 \ �I T1 I t I tt I I t I I tl I t OI I t D t I � I N Im II t O1 t Cp 21 I m t rn I � \ Cy-0,o \ \ \SSA C \ C� \ \ AMENITY AREA \ THE VILLAGE AT MOTT'S \ LANDING PHASE 1 M.B. 53, FIGS. 269-271 t I I I t I j POND #1 I ( PUBLIC DRAINAGE EASEMENT COMMON AREA THE AT 1 LANDINGEPHA EO,T'S I ' ( M.B. 53, PISS. 269-271 I ' 1 / / q0T 2? / _ l gNCCq j OA jRkE M.B 7NG PN T 'UOT W1Q / BO PC•4SE 7 TS 53 TREEREMOVAL EMOVAL & WETLAND IMPACT PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DATE: 2-28-23 SCALE: 1"=50' DRAWN: JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: \lSI ^>" i'7�, t`\•�-T,°�>/ A 1134 SHIPYARD BOULEVARD JBM WB.IBNGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-6243 Email: jeffmalpass®bizec.m.com 355 • E= j2^IQ-20j�'`•" .r Fax 910-392-5203 License No. C-2320 •(�+ l>,'i I Lam• �a2 DEVELOPER: AFTEW PROPERTIES, LLC Q e +•'"',<y' 't. 'f'spjfv 2020 SOUTH CHURCHILL DR SHEEP N0: () HONE: 910-763- 6 9 C. MATCHLINE SEE SHEET 8 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W \W ���WWW\\\ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W - - 'i w \W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J(CO (CONSERVATION W W W W W W TREE PROJECTION FENCE W W \W W W W W W W W W W W W W W W W W W W W W W W W W W W W y (CONSERVATION W W W W W W W W W W W W . W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J SPACE) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 MINOR SUBDIVISION FOR NATHAN SANDER M.B. 53, PGS. 118-11 7,1D 713 71 / / M.B. 9G PN4S OT7-. S 8 722 71 71� i 729 18 @ CO W W W W W W W W W W W y W y W W y y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W 7 O - � m O' fC/ T 12 W y W y y W y y W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W y W W W W W 73 l THE SfC Y pqP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W -'- [��• W 31 / _/ l� I / CCq TON Kf �FO W W W W y y y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PI-•• W W Y12 rj 731 C'O / / �/� / t' BOl1yG PAT W W W W W W W W W W W W W . W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WJ W 259 /[7 / 60 pCAs 1TTS W W W W W W W . W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y y W W W W W W W 'PI-7 W / (� �V1 W W W W W W W W y y W W W W W W W y W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W rW/�/` \ W W W W W y W W y W W W W y W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W y W y y W W y y W W W 736 W y W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W `L 'l' W W W W W 263 W W 5 y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W WW/ 37 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W �y.•�WWJJ f7 /� / \ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 38/ / Nl(gl BEQ gAfy 121 W W W W W W y W W y W W W W y W W W W W W y W W W W W W W W W W W W W W W W W W W W W W W y W W W y y W W W W W W y �. . 261 39 / / / i l Th'E Vj SECT/0 pgRK t'qjV W W y W y W W W W y W y W W W y W W W y W y W y W y W y W y y W W W W W W W W W y W y W y W W y W W y W y W y W y y y W y W y W y W y W y W W W y W W W W W Pl-9 y 12.5' W W y W y W y y y W 12.5 W W y W y�p W y W /y� W FENCE W W W W W W y W .�-2�{y, 40 (D // Al. NO pNA O W W W W W W W W W W W W W W W y y W W W W W W W W W W W W W W W W W W W W W W W W W W W Wd Wp W TREE PROTECTION FENCE W W W (jlJu7N(.1�1..) ;�(2 / ^/� �/Q � O p0 S3 1 S W W W W W y W W W W W W W W W W W W y W y y W W W W W W W W W W W W W W W W y 1P4O1 13aO W W W W W PI-8 W W W W W W W W ••`-- tLAIS"1 5/ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1277 1267 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 127 A W W W W W W W W W W W W W W W W W y W y W W y W W y W W W W W W W W W W 1337 W W W W 12 66 / �/ /\/ J \ O W y W W W W y W W W y y y W y W W W y W W W W W W W W W W W W W W 12.5' 1402 1 y Y� / (1 T p 1279 126 / CO S „1 y W W W y W W W W W y W W W W W W W W W W y W W W W W W W W W W W W 1403 336 133 1302 1303 1280 127 / f�? / l El4 11y1?0 9 W W W W W W W W W W y W W W W y W y i W y W W W W W W W W W W W 4O4 (LAU1' LtS 1 1338 1 ��z 1281 128 0 .S' E �1 S C710 pARk, G 2 W 1408 1 14 5 1 1301 / / / l t-ft, Gf N E W W y W W W W W W W W W y y y W W W W W W W y W W W W W W W� W W W 342 13 V3 / B N pAT 41 W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W „ 1407,,, 14 6ry� 12J 1282 12J3 / l� M 60 PHASE OT7"S 20�yzF W W y W W W W W y W W W W W W W W W W W W W W W W W W W W W W i 499 13 13 / / / \G S31 SG O W W W W W W W W W W W W W W W W W W W y y y W W W W W W W W y SAW`. 141U 134 1 0 7 c / `J 9. W W W W W W W W W W W W W W W W W W W y W W W W W y y y W W W / 12 `�F W W y W y W y y W W y W W W W W W W W W W W W W W W W W W W 304 1306 129 294 97 O W W W W W W W . W W W W W W y W W W W W W W y W W W y W W W W W W W W W W W W y W W y y W W y W W W W W W W W W W W W 1 2 1411 l y 1 5 % i 8 / / / / BECC My2O,q W W y y W W W y W W W W W W W W W W W W W W W W W W W W W Wlag W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1416 -/ 1421 346 330 293 l l THCgN� "III N jRKf y O W W W W W W W W W W W W W W W W W W y W y W W W W W y y W \ / 86 / / `J. N /- AT M W W W W W W y y y y W W W W W W W W W W W W W W W W W W 1417r 1310 /� \ tit 60 PC. SE E I S W W W y W y W W W W W W W W W W W W W W W W W W W W W W 1418 9 13 28J W y W W W y W W W W W W W W W W W W W W W W W W W W W 41 .�[J�J��� S31 W W W y W W W W W W W W W W W W W W W W W W W W W W 1 L`•� 1 1309 1 1 8/ W W W W W W W W W W W W W W W W W W W W W W 1415 / \ TREE PROJECTION FENCE 141 1 9/ / W W W W W W W W W W W W W W W W W W W W W w W W W W y 349 1 0 328 149 ,{(vy W W W W W W W W W W W W W W W W W W W W W 1 W W W W IQ3 ♦A 4 9 131SYi W W W W W W W W W W W W W W W W y W W y W" "� y W W Q'i8 1T2 �YJN(� KS��I/ 3S166 W W W W W W W W W W W W W y W y y W W W W W W l W W W W W W W W W W W W W W W W W y W 1444144 W 1435_` 1 2 1425 1 5 13 W W W W W W W W W W W W W W W W W TOUT a 1439}/� 1434 13 W W W W W W W W . }446 a s 'QQ5 W W 1437 `p' 143 W W W W W W W W W W W W W W gr1:49 /`W 1327 132 _144814;(=Yy2 CS 1457 58 1 63 1 3 W W W W W W W W W W y y .. 1505 c, 11 1 / 13G1 W W W W W W W W W W �"'� llil.NSy- / 1494 14{9M2� `1M1a 450 / 452 "Y46 464 {��. �1491 6 a [ WM,SI W W W W W W W W W W 1453 1455 W W W y W W W W 1493 1464 1 4 465 3 , •. / // / 1499 y W W W W W W W W� 1497 W W W W W W W W W ft 1474 1473 1466 143Q'�`, 3867Z_`j�557�yq95,� �.1 tQl W W W W W W W W W W W W W �GaY 6 / � _/: ♦ / / 1 W W W W W W W W W W W y W laJ 4 1(; W W W W W W W W W W W W W 2 151 1370 y y W W W W W W W W W W W W W W W W W W W W W W W W 1517 Q W W W W W W W W W W . PI-10 W W 1539 15 W W W W W W W y W W W 2 W W W W W W W W W W W W 1v .5' W W W W 1518 153 13 74 1537 5 3 7 / W W W W W W W W W W W W� W W W /. • / / COMMON AREA W W W W W W Y. W W W W y W W W W W Y 152 / / BELLAMY PARKE y W W W W W W W W W W W W W W W W y W /���/� 153 , SECTION 7 W W W W W W W W W W W W W W W W W W W Q {}L} 3 / / THE VILLAGE AT MOTT'S V.3' �� / / LANDING PHASE 1 W W W W W W W W W W W W y W W y W W W � S27 / W W W W W W W W W W 1W5114 3 9 31 M.B. 60 PG. 53 W W W W W W W W W W W W •c♦'• W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W(�...15 /// / ! G` W y W y W y W W W W W y W W W lI •)`5,V1.,�3' , f / '(1E100 /'/ W W W W W W 404 ,� ,W1�'',, /,'1W y W W W W W W / \'V p♦ i y W W W W N41ILIW\DS W y W W W y , / /, 0' I"O.Z6 //' T1V�\, �� y W y W J (CONSERVATION W W W W W W W 1551e` / // S IT58�'/ // � EP '- D W W W y W y W W SPACE) W W W W W W W W y W W W y Wi 1� / / / .1p SPSIITP`l'I / W W W W W W W . TREE PROTECTION FENCE W - ' s 1558�' SJ ' `�' '' ��p��D�•c�, R®� c`)� / ' /�' 1559 EIR W W W W W W W W W 1560 / / NIRS .2 ' W y W W W W W W W W577 .1y `Y'6.�}2(g^�. 156I / G'l �s W W 1579Y� � 1565 156WJ/13 576 J9 W 1567 1568 15�7LJ�. 1569 F 1 574 15715711572 577 �09 5 P 15P1� / PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES GRAPHIC SCALE NEW IRON ROD SET NC GRID (NAD 83) N:137,833.9790 E:2,328,324.2540 ELEV: 19.88 NAVD88 0 25 50 100 2 ( IN FEET ) 1 inch = 50 ft_ 1 REVISED To ADJUST UYOUT. TREES REMOVED/RETNNED. WETIPND IIJPA S. & RENUMBER SHEET. A-28-23 2 REVISED TO ADD TREE PROIFDTION FENCE 9-5-23 3 REVISED TO ADD COASTAL WERAND/BRACKISH MARSH LINE 10-27-23 REV NO. DESCRIPDON DATE I REVISIONS I / DATE 2-28-23 SCALE. 1 "=50' DRAWN: JCB C+'A�ar:�11W 34 SHIPYARD BOO EVARDLINA 28412RVEYING, P.C. CHECKED: `\- ! •,-`' PROJECT NO! ig ,�€y�d s+ ,, ✓� Phone 910-392-5243 Email: jeffmalpass®blzec.m.com Q$ lU'27-ZQZ3=', Fax 910-392-5203 Liceme xo. c—z3zo 355 :0$32 J •, C ,�'- DEVELOPER AFTEW PROPERTIES, LLC SHEEP NO• i 2020 SOUTH CHURCHILL DR �'+/°fJ� j"e °'\\ WILMINGTON, NC 26403 PHONE 910-763-2629 OF: TREE REMOVAL & WETLAND IMPACT PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA