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Home My WebLink AboutAlexandra Place (10-27-23)NOTE WELL -z G WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER SHEETS CP `, MAGNETIC SPIKE SET PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND 4, 7, 10, / I NC GRID (NAD 83) & 13 .�� " - - N:139,778.2790 / - - E:2,328,055.5120 IMPACT 'PLAN. ELEV. .6.65 NAVD88 SHEETS . 5 8, 11, SHEETS 6, 9, 12, & 15 Jl Ml:G: I =OV V P 3ASSIE j 0 PHASE MAP SCALE: 1 "=800' — S I T \ 40 \\ •Y :� Tr \� Mai 0'2� `� //. - �`♦ \` - /\, O - 404 -• 7. Ale als ".�" .\ WETLANDS.-a16 �e s 4 A16 N 24031'57".E ant AO M4 A1s lq_ \ \ / Dim"1 m - 754.59' (TIE`LINE) - •`� 35" W ZA35 �\ ESP ( \ v - _ . i .� ••� 13°1230 3ED 1-Zoel ESM MAGN'�ETICSPIKE-SET -13oy230 NOZ 5 1 NC GRID (NAD 83) N:139,174.4373: CP .- - LINE o33k3" E.329� Z�. , E:2, 280 31 NAVD88 _ N13 N 09026'17" E 236.29' (`TTE LINE) EIP 1 • - : 1 N 48°34'58" E 498.7T (TIE LINE). / ... ...." - - O merl-i NE "N 66q•4ti £ •I - � _ ROPER 3o335y _ I. w r • B° - /-/ • • B3 ez 91 • CP Be ! . . . • • _ _ _ _ • B9 f/ 810 .. • _ ! • \L / B13 f��{ B14 • • • - 404 • • xit e . . .':'_ . • . . .'. . . . . . . . 019 - WE-MNDS . �k :. . c . . . . . . .-. . . . . . . . . . . . . . . oA y d F s l P ° ✓s `. 67/ 826 a24 +_ �2�z�z • = B25 82i an 833 B20 , /' FINAL DRAWING Bab B49 � ms FOR REVIEW 936 PURPOSES ONLY ' a3s 2 js POND :. 2 n / y y . '. dam. 2'' S 13°58'30' E' - - (l-IE LINE) - ` �✓ ^p pp - CURVE TABLE CURVE `RADIUS I CHORD BEARING CHORD LENGTH Cl 756.24' -N 42-27'18' W 74.48' C2 756.24' N.31.09.25- W 222.92' C3 756.24- N'62-W16" W 530.76' C4 1.200.00' N 27'2935' £. 379.06' C5 '1,000.09 N 45'52'59" E 323.30' EIRy / '' NI * cs� SPN%Qli� �Iw �/ - - GRAPHIC .7liALFi NEW IRON ROD SET - (.IN F= ) NC GRID (NAD 83) 1 inch = 100 fL N:137,833.9790 - - - / ELEV:19.88 NAVD88' /2a6 PRELIMINARY PLAT ,eJ NOT FOR RECORDATION, CONVEYANCES, OR SALES 64 CAROLINA BEACH'RD (US 421) Z N 00 0 vm O M %:SI TEja moo= D S ER ) (SR VICINITY <MAP SCALE: 1 "=2,000' CHFFT INIIFY GI GI\VJIMY l,V1Y 11\VL VLIMIL JfIGGI 22 EROSION CONTROL DETAIL.SHEET - - 23 DRAINAGE AREA MAP —PONDS, CULVERTS, & INLETS 24 ROOF DOWNSPOUT PIPING PLAN 25 ADJACENT DRIVEWAYS SHEET` 26 DETAIL SHEET 27 'NCDOT DETAIL SHEET 28 NCDOT DETAIL SHEET 29 NCDOT DETAIL SHEET 30 PLAN PROFILE INDEX SHEET' 31 PLAN PROFILE 32 PLAN PROFILE 33 PLAN PROFILE 34 WATER DETAIL SHEET 35 WATER DETAIL SHEET 3R SANITARY SFWFR nFTAiI: SHFFT I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinances and Sttlormwater Design Manual Signature: llfl�un. 6 kJ Printed Name and Title: J45-6 C, b6p , P �• Date: 912212023 Registration Number. 0362-32 1 (We) hereby certify that I (we) am(are)the current owner of thepropertyand that upon receipt of the Stormwater Permit, any cea ing,- grading, construction, or development, will be performed in accordance with the plan and that the applicable ordinances and rules of New Hanover County, the. State of North Carolina and the Federal Government and its agencies which are hereby made part of this plan. As the owner, I (we) accept full responsibility for the construction and operation and maintenance of the proposed facilities. I (We) will not attempt to transfer this responsibility without the written authorization of New Hanover County. Signature: (� /- /f Printed Name and Title:, hpayo L - SaQOZ alo�lu M/a,Md �6 " v L 1 x Date: a. COVER SHEET DATE: ALEXANDRA PLACE 2-28-23 AT SCALE: THE VILLAGE AT MOTT"S LANDING, PHASE 3 1"=100' FEDERAL POINT TOWNSHIP NEW HANOVER_COUNTY NORTH CAROUNA DRAWN: JCB MALPASS ENGINEERING &SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WU.MINGTON, NORTH CAROLINA28412 PROIECr NO. Phoae 91a-392-5249 F31Bi1: teffinelpess®hizec.rr.com '355 Fez 910-992-5209 13cenae No. C-2920-- DEVELOPER:- AFIEW PROPERTIES LLC - 2020 SOUTH CHRUCHILL DR WLMINGTON, NC 28403PHONE 910-763-2629 :3M 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). LIMITS OF DISTURBANCE = 308,751 SF = 7.09 ACRES. 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. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED IN ACCORDANCE WITH GROUND STABILIZATION CHART. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE INDICATED. ALL CITY AND/OR COUNTY, STATE, & FEDERAL REGULATIONS SHALL BE FOLLOWED. WETLAND DELINEATION BY SOUTHERN ENVIRONMENTAL GROUP. INC. (5315 S COLLEGE RD, SUITE E, WILMINGTON, NC 28412, PHONE: 910-452-2711). 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 DEUNEATED 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. ALL SPACE, EXCEPT THE TOWNHOUSE LOTS, IS COMMON AREA. COMMON AREA SHALL BE OWNED & MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. LOCATION OF ANY STREET LIGHTS, ELECTRIC LINES, TELEPHONE LINES, AND/OR NATURAL GAS LINES TO BE DETERMINED BY UTILITY COMPANIES. ALL PROPOSED ON -SITE UTILITY LINES SHALL BE UNDERGROUND. ADA APPROVED DETECTABLE WARNING DOMES SHALL BE INSTALLED ON ALL CURB RAMPS. 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). INDIVIDUAL ROLL CARTS SHALL BE USED FOR LOT TRASH REMOVAL. DRIVE AISLES ARE PRIVATE. MANHOLES, CATCH BASINS, & DROP INLETS SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE OVERSIZED PIPES. ALL MANHOLES AND DROP INLETS SHALL BE TRAFFIC BEARING. DROP INLET FRAME & GRATE TO BE NCDOT STD. 840.16. 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 FLOTATION 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. 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. 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). 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. . 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 ENTIRE 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. 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. PROPOSED WATER SHALL BE OWNED BY AQUA NORTH CAROLINA, INC. PROPOSED WATER SHALL BE BUILT TO AQUA NORTH CAROUNA,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. PROPOSED PUBLIC SANITARY SEWER SHALL BE OWNED BY CFPUA (CAPE FEAR PUBLIC UTILITY AUTHORITY). PROPOSED SANITARY SEWER SHALL BE BUILT TO CFPUA SPECIFICATIONS & DETAILS. 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. 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. SANITARY SEWER GRAVITY MAIN LENGTHS & SLOPES INDICATED ARE BASED ON THE DISTANCE FROM INSIDE WALL OF MANHOLE TO INSIDE WALL OF MANHOLE. SANITARY SEWER MANHOLE MANUFACTURER(S) SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL DESIGN (REINFORCEMENT, THICKNESS, ETC.) OF SANITARY SEWER MANHOLES. 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. ALL PAVEMENT MARKINGS/STRIPING SHALL BE THERMOPLASTIC. CONTRACTOR TO REPAIR DISTURBED AREAS (ASPHALT, CONCRETE, GRASS PLAZA, ETC.) WITHIN RIVER RD (SR 1576) TO PRE -CONSTRUCTION CONDITIONS OR BETTER. VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. SHALL NOT BE PLACED IN EASEMENTS WITHOUT PROPER AUTHORIZATION. CONTRACTOR SHALL CONTACT & COORDINATE ANY UTILITY RELOCATION/REMOVAL WITH THE APPROPRIATE UTILITY PROVIDER. 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. . RETAINING WALLS TO BE DESIGNED BY OTHERS. 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. 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. 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. 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 [(1,247,846 - 54,153 - 4,235) / 43,560] = 68 NUMBER OF PROPOSED DWELLING UNITS: 68 (TOWNHOUSE LOTS; 3 BEDROOMS PER LOT) PROPOSED DENSITY: 68 / [(1,247,846 - 54,153 - 4,235) / 43,5601 = 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. 3720312300L, 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'x18' 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 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-11, WS-III, WS-IV, B, SA, ORW, HQW, 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-III, WS-IV, B, SA, ORW, 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 CULVERTS 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. DIRTBAG0 SHALL BE USED AS SPECIFIED ON DIRTBAGO 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 3B SCHEDULING A PRE -CONSTRUCTION MEETING WITH NEW HANOVER COUNTY ENGINEERING SHALL BE AT THE DISCRETION OF THE DEVELOPER. THE CONTRACTOR MUST N011FY 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 CULVERTS 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 #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. DIRTBAGO SHALL BE USED AS SPECIFIED ON DIRTBAG® 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. PROPERTY LINE (SURVEYED) PROPERTY LINE (NOT SURVEYED) - - - TIE LINE ADJOINER LINE - - - - - EXISTING CENTERLINE OF RIGHT-OF-WAY -- ----- EXISTING RIGHT-OF-WAY (R/W) ECM Q EXISTING CONCRETE MONUMENT ESM ❑ EXISTING STONE MONUMENT EIP O EXISTING IRON PIPE NIRS • NEW IRON ROD SET NMNS 0 NEW MAG NAIL SPIKE SET USGS & USGS MARKER ON BRIDGE CP Q COMPUTED POINT - • - • - • - FLOOD HAZARD LINE TTTTTTTTTTTTTTTTT� I ® LIMIT OF MODERATE WAVE ACTION (LIMWA) LINE ----------------------5---------------------- - EXISTING CONTOUR 10.250 EXISTING SPOT ELEVATION --E--E--E--E--E--E- NC 811 MARKING LOCATION (RED PIN FLAG) E E NC 811 MARKING LOCATION (DUKE ENERGY WHITE FLAG) --T--T--*--T--T--*--*--T--T- NC 811 MARKING LOCATION (ATT/D DISTRIBUTION FLAG) T T NC 811 MARKING LOCATION (ATT UG CABLE) - C - - C - - C - - C NC 811 MARKING LOCATION (ORANGE PAINT) w w w w EXISTING WATER MAIN (APPROX.) 'C� EXISTING FIRE HYDRANT (F/H) D11 EXISTING WATER VALVE (W.V.) ss Ss SS SS EXISTING SANITARY SEWER GRAVITY MAIN O EXISTING SANITARY SEWER MANHOLE (SSMH) PP-Q-. EXISTING POWER POLE EXISTING GUY WIRE OHEOHEOHEOHE EXISTING OVERHEAD POWER LINE of EXISTING ELECTRIC OT EXISTING TELEPHONE FO EXISTING FIBER OPTIC SO SD SD EXISTING STORM DRAIN PIPE W EXISTING STORM DRAIN CURB INLET (SDCI) ® EXISTING STORM DRAIN DROP INLET (SDDI) - - - - EXISTING DITCH - EXISTING CENTERLINE OF CREEK (APPROX.) -MHW MHW MEAN HIGH WATER (MHW) -NHW NHW NORMAL HIGH WATER (NHW) -30AEC--30AEC--30AEC- - 30' INLAND WATERBODY AEC -------6 - - - - - - EXISTING EASEMENT s s EXISTING CONCRETE EXISTING EDGE OF "404" WETLAND LINE & EXISTING CONSERVATION OVERLAY DISTRICT -SWAMP FOREST LINE CW CW EXISTING COASTAL WETLAND LINE & CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH LINE -WSF WSF ADJUSTED CONSERVATION OVERLAY DISTRICT - SWAMP FOREST LINE -75COD--75COD--75COD- - CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH 75' SETBACK LINE -25COD--25COO--25COD- - CONSERVATION OVERLAY DISTRICT -SWAMP FOREST 25' SETBACK LINE WETLANDS 1500 EXISTING SIGNIFICANT TREE W/#-TO REMAIN 928 EXISTING SIGNIFICANT TREE W/#-TO BE REMOVED 1498 EXISTING DOCUMENTED TREE W/#-TO REMAIN 926 EXISTING DOCUMENTED TREE W/#-TO BE REMOVED 1556 EXISTING UNREGULATED TREE W/#-TO REMAIN 925 # EXISTING UNREGULATED TREE W/#-TO BE REMOVED PROPOSED 20' PERIPHERY SETBACK - - - - - - PROPOSED BUFFER - - - - - - - - - - - - - - PROPOSED EASEMENT 8 PROPOSED CONTOUR 11.70X PROPOSED SPOT ELEVATION -SS SS SS SS- PROPOSED SANITARY SEWER GRAVITY MAIN SQ PROPOSED SANITARY SEWER MANHOLE (SSMH) 0 Co. PROPOSED SANITARY SEWER CLEANOUT (C.O.) -W W W W- PROPOSED WATER LINE (W/L) PROPOSED CLUD S HYDHYDRANT RA TVALASSEMBLY (F/H)--IIN 0 PROPOSED BLOWOFF ASSEMBLY (B.O.) OR FLUSHING HYDRANT D4 PROPOSED GATE VALVE (G.V.) W.M. PROPOSED WATER METER (W.M.) PROPOSED STORM DRAIN PIPE 110-1 PROPOSED CATCH BASIN (CB) Q PROPOSED STORM DRAIN MANHOLE (SDMH) ❑ PROPOSED DROP INLET (DI) PROPOSED DRAIN BASIN STANDARD GRATE (DBSG) " PROPOSED DRAIN BASIN SOLID COVER (DBSC) PROPOSED CONCRETE ® PROPOSED INLET PROTECTION PROPOSED OUTLET PROTECTION (RIP RAP) cE PROPOSED CONSTRUCTION ENTRANCE PROPOSED SILT FENCE PROPOSED LIMITS OF DISTURBANCE TW PROPOSED TOP OF RETAINING WALL THERMOPLASTIC PAVEMENT MARKING LEGEND SYMBOL DESCRIPTION T2 WHITE SOLID LANE LINE 4 , 90 MIL T11 YELLOW SINGLE CENTER 4 , 90 MIL T41 WHITE DIAGONAL 8', 90 MIL T61 WHITE STOPBAR 24 , 90 MIL T72 STRAIGHT ARROW 90 Mil TRAFFIC CONTROL SIGN/MARKER LEGEND PLAN LABEL UM TCD # STOP SIGN RI-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. RElNA5E0 TO ADJUST NOTES 2 & 17. ADD TREE PROTECTION FENCING TO LEGEND &NOTE /37, AND 4-5-23 2 REVISmV"ST NETW G D g0.AL PII �IA�&SEA j D EMNE SHORELINE 30 BUFFERUNE NOTE 9-28-23 3 REVISED TO ADJUST NOTE J25. 10-21-23 < REVISED TO REMOVE ESTUARINE SHORELINE 30• BUFFER & 75• AEC UNEIYPES, ADD MHW & 30• INLAND WATERBODY AEC LINETYPES, REMOVE NNW LINE NOTE, ADD NOTE J38, INCREASE COASTAL WERANDS AREA, & INCREASE SRAgOSH HARSH AREA 10-27-23 REV NO. DESCRIPIWN DATE LEGEND (SCALE: 1"=50') - - PROPERTY LINE (SURVEYED) PROPERTY LINE (NOT SURVEYED) - - - - TIE LINE ADJOINER LINE - - - EXISTING CENTERLINE OF RIGHT-OF-WAY ---------- EXISTING RIGHT-OF-WAY (R/W) ECM El EXISTING CONCRETE MONUMENT ESM I] EXISTING STONE MONUMENT EIP 0 EXISTING IRON PIPE NIRS 0 NEW IRON ROD SET NMNS 0 NEW MAG NAIL SPIKE SET USGS s USGS MARKER ON BRIDGE CP 0 COMPUTED POINT - • - - - • - - FLOOD HAZARD LINE e I . I . I LIMIT OF MODERATE WAVE ACTION (LIMWA) LINE -------------------5-- EXISTING CONTOUR 10.250 EXISTING SPOT ELEVATION --E--E--E--E--E- NC 811 MARKING LOCATION (RED PIN FLAG) E E NC 811 MARKING LOCATION (DUKE ENERGY WHITE FLAG) --T--T--T--T--T--T--T- NC 811 MARKING LOCATION (ATT/D DISTRIBUTION FLAG) T T NC 811 MARKING LOCATION (ATT UG CABLE) - c - - c - - c NC 811 MARKING LOCATION (ORANGE PAINT) w w w EXISTING WATER MAIN (APPROX.) EXISTING FIRE HYDRANT (F/H) EXISTING WATER VALVE (W.V.) -SS SS- EXISTING SANITARY SEWER GRAVITY MAIN 0 EXISTING SANITARY SEWER MANHOLE (SSMH) PP .0- EXISTING POWER POLE EXISTING GUY WIRE OHEOHEOHE EXISTING OVERHEAD POWER LINE 0 EXISTING ELECTRIC 0 EXISTING TELEPHONE ® EXISTING FIBER OPTIC - SO SD SD - EXISTING STORM DRAIN PIPE ■ EXISTING STORM DRAIN CURB INLET (SDCI) ® EXISTING STORM DRAIN DROP INLET (SDDI) EXISTING DITCH - - - - EXISTING CENTERLINE OF CREEK (APPROX.) MHW MEAN HIGH WATER (MHW) NHW NORMAL HIGH WATER (NHW) -30AEC--30AEC- 30' INLAND WATERBODY AEC - - - - - - - - - - - EXISTING EASEMENT ' EXISTING CONCRETE 1 : - EXISTING EDGE OF "404" WETLAND LINE & EXISTING CONSERVATION OVERLAY DISTRICT -SWAMP FOREST LINE CW EXISTING COASTAL WETLAND LINE & CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH LINE WSF ADJUSTED CONSERVATION OVERLAY DISTRICT - SWAMP FOREST LINE 75COD--75COD- - CONSERVATION OVERLAY DISTRICT -BRACKISH MARSH 75' SETBACK LINE -25COD--25COD- - CONSERVATION OVERLAY DISTRICT -SWAMP FOREST 1W W I •Y W 1500 928 1498a 926 `we`wrr 1556_* 925 T A 0-0- 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 LBS. 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 120 GPD/BDRM = 24,480 GPD TOTAL LENGTH OF PUBLIC WATER MAIN = 1,882 LF (EXCLUDES REPLACEMENT OF 86 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: JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WILMINGTON, NORTH CAROUNA 28412 PROJECT NO: Phone 910-392-5243 Email: jePfmalpass®bisec.=.com 3$5 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0: 2020 SOUTH CHURCHILL OR WILMINGTON, NC 28403 PHONE 91D-763-2629 OF: EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART TREE RETENTION & MITIGATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCADDN POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTON REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION 577 17 MAPLE DOCUMENTED NO RIVER RD R 836 6 OAK UNREGULATED NO SITE 1DO6 13 PINE DOCUMENTED YES SITE 1185 9 OAK DOCUMENTED YES SITE 1417 10, 9, & 7 GUMS* UNREGULATED 10, 9, & 7 YES SITE RETAINED UNREGULATED TREES (ON SITE ONLY) 578 11 & 4 CYPRESSES DOCUMENTED 11 UNREGULATED 4 NO RIVER RD R 837 13 + 8 TWIN OAK DOCUMENTED 13 NO SITE 1007 5 OAK UNREGULATED NO RIVER RD R 1186 10 OAK DOCUMENTED YTS SITE 1418 8 OAK DOCUMENTED YES SITE TOTAL 579 8 , 7 , & 7 BAYS DOCUMENTED 8 ;UNREGULATED 7 & 7 NO SITE 838 5 OAK UNREGULATED YES SITE 1012 14 PINE DOCUMENTED YES SITE 1187 12 OAK DOCUMENTED YES SITE 1419 8 GUM* UNREGULATED YES SITE TYPE DBH (INCHESZ 51 580 13 CYPRESS DOCUMENTED NO SITE 839 4 OAK UNREGULATED YES SITE 1013 12 PINE DOCUMENTED YES SITE 1188 12 OAK DOCUMENTED YES SITE 1420 9 OAK DOCUMENTED YES SITE OAK BAY 36 581 9 BAY DOCUMENTED NO SITE 840 4 DAK UNREGULATED YES SITE 1014 i6 PINE DOCUMENTED YES SITE 1189 18 PINE DOCUMENTED YES SHE 1421 15 PINE DOCUMENTED YES SITE GUM 98 582 9 BAY DOCUMENTED NO SITE 841 18 PINE DOCUMENTED YTS SITE 1015 8 OAK DOCUMENTED YES SIZE 1190 15 PINE DOCUMENTED NO SITE 1422 10. go, 4, & 3 OAKS DOCUMENTED 10 & 9 ; UNREGULATED 4 & 3 YES SITE MAPLE 26 583 13 PINE DOCUMENTS) NO SIZE 842 i6 PINE DOCUMENTS) YES SIZE 1016 8 OAK DOCUMENTED NO SITE 1191 15 PINE DOCUMENTED NO SITE 1423 12 PINE DOCUMENTED YES SITE CYPRESS 11 584 5 CYPRESS UNREGULATED NO SITE 843 8 OAK DOCUMENTED NO ADJACENT PROPERTY 1017 8 OAK DOCUMENTED YES I SITE 1192 14 BAY DOCUMENTED NO SITE 1424 21 PINE DOCUMENTED YES SITE HOLLY 5 585 16 PINE DOCUMENTED NO SITE 844 15 OAK DOCUMENTED NO SITE 1018 14 OAK DOCUMENTED NO SITE 1193 8 BAY DOCUMENTS) NO SITE 1425 17 PINE DOCUMENTED YES SITE MAGNOLIA 5 586 16 PINE DOCUMENTED NO SITE 845 16 OAK DOCUMENTED NO SITE 1019 8 OAK DOCUMENTED NO SITE 1194 10 OAK DOCUMENTED NO SITE 1426 8 GUM* UNREGULATED YES SITE TOTAL 232 587 14 PINE DOCUMENTED NO SITE 446 8 + 6 TWIN 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 588 18 PINE DOCUMENTED NO SITE 847 8 DAK DOCUMENTED NO SITE 1021 11 OAK DOCUMENTED NO SITE 1196 11 + 6 TWN OAK DOCUMENTS) ii YES SITE 1428 13 PINE DOCUMENTED YES SHE RETAINED DOCUMENTED TREES (ON SITE ONLY) 589 12 PINE DOCUMENTED NO SITE 848 9 OAK DOCUMENTED YES SITE 1022 12 + 8 TVAN OAK DOCUMENTED 12 NO SITE 1197 1D OAK DOCUMENTED YES SITE 1429 12 PINE DOCUMENTED YES SITE TYPE TOTAL DBH (INCHES) 590 18 PINE DOCUMENTED NO SITE 449 8 OAK DOCUMENTED YES SITE 1023 15 PINE DOCUMENTED NO SITE 1198 1 OAK DOCUMENTED YES SITE 1430 17 PINE DOCUMENTED YES SHE PINE 1,306 591 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 OAK 687 592 13 PINE DOCUMENTED NO SITE 851 i6 , 15 , 11 , & 11 OAKS DOCUMENTS) 16 , 15 , 11 , & 11 YES SITE 1025 10 OAK DOCUMENTED NO SITE 1200 13 PINE DOCUMENTED YES SIZE 1432 15 PINE DOCUMENTS) YES SITE BAY 139 593 14 PINE DOCUMENTED NO SITE 852 4 + 4 TYAN OAK UNREGULATED 4 YES SITE 1026 16 PINE DOCUMENTED NO SITE 1201 8 OAK DOCUMENTED YES SITE 1433 8 , 5 , & 4 OAKS DOCUMENTED 8 ; UNREGULATED 5 & 4 YES SITE MAPLE 44 594 16 PINE DOCUMENTED NO SITE 853 18 PINE DOCUMENTED YES SITE 1027 14 + 12 TWN OAK DOCUMENTED 14 NO SITE 1202 13 PINE DOCUMENTED NO SITE 1434 13 PINE DOCUMENTED YES SITE CYPRESS 38 595 18 PINE DOCUMENTS) NO SITE 854 17 PINE DOCUMENTED YES SNE 1028 12 + 12 TWIN OAK DOCUMENTED 12 NO SITE 1203 8 OAK DOCUMENTED YES SITE 1435 14 PINE DOCUMENTED YES SHE HOLLY 8 596 11'. 70. 50, & 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 SHE TOTAL 2,222 597 16 PINE DOCUMENTED NO RIVER RD R 556 4", 3". & 3 OAKS UNREGULATED (4-, 3 , & 3 YES SIZE 1030 8 OAK DOCUMENTED NO SITE 12 55 12 PINE DOCUMENTED YES SITE 1437 12 + 10 TWIN OAK DOCUMENTED 12 YES SITE 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 GLUM* UNREGULATED YES SITE REMOVED DOCUMENTED TREES 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 TOTAL = 6,939 DBH (INCHES) 600 17 PINE DOCUMENTS) YES RIVER RD R 859 12 PINE DOCUMENTED YES SITE 1033 13 OAK DOCUMENTED NO SITE 1260 8 & 7 OAKS DOCUMENTED (8"); UNREGULATED 7 YES SITE 1440 16 PINE DOCUMENTED YES STE 601 20 PINE DOCUMENTED YES RIVER! RD R 860 5 OAK UNREGULATED YES SITE 1034 10 + 9 TWIN OAK DOCUMENTS) 10 NO SITE 1261 I6 PINE DOCUMENTED YES SITE 1441 13 BAY DOCUMENTED YES SHE REMOVED SIGNIFICANT TREES 602 14 PINE DOCUMENTED YES RIVER RD R 861 13 PINE DOCUMENTED YES SITE 1035 8 OAK DOCUMENTED YES SITE 1262 12 PINE DOCUMENTED YTS SITE 1442 14 + 9 TYAN GUM* UNREGULATED 14 NO STE TYPE TOTAL DBH (INCHES) 603 14 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 SITE PINE 49 604 18 PINE DOCUMENTED NO SITE 863 12 PINE DOCUMENTED YES SITE 1037 9 BAY DOCUMENTED NO SITE 1264 15 & i6 PINES DOCUMENTED 15 & i6 YES SITE 1444 14 OAK DOCUMENTED NO SITE OAK 77 605 14 PINE DOCUMENTED NO SITE 864 12 PINE DOCUMENTED YES SITE 1038 8 MAPLE DOCUMENTED NO SITE 1265 16 PINE DOCUMENTED YES SITE 1445 13 OAK DOCUMENTED NO SITE CHERRY 9 606 13 PINE DOCUMENTED YES STE 865 14 PINE; 5 OAK DOCUMENTED 14 ; UNREGULATED 5 YES SITE 1039 12 OAK DOCUMENTED NO SITE 1266 15 PINE DOCUMENTED YES SITE 1446 13 PINE DOCUMENTED NO SITE HOLLY 8 TOTAL 143 607 12 PINE DOCUMENTED YES SITE 866 + 7 TWIN OAK UNREGULATED YES SITE 1040 8 OAK DOCUMENTED NO SITE 1267 12 PINE DOCUMENTED YES SITE 1447 16 PINE DOCUMENTED NO - SITE 608 15 & 13 PINES DOCUMENTED 15 & 13 YES SITE 867 4 OAK UNREGULATED YES SITE 1041 9 OAK DOCUMENTED YES SITE 1268 i6 PINE DOCUMENTED YES SITE 1448 26 PINE SIGNIFICANT NO SITE REQUIRED MITIGATION INCHES FOR REMOVAL OF 609 16 PINE DOCUMENTED YES SITE 868 6 OAK UNREGULATED YES SITE 1042 14 PINE DOCUMENTED YTS SITE 1269 12 PINE DOCUMENTED YES SITE 1449 8 OAK DOCUMENTED NO SITE 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 SIGNIFICANT TREES = 2 * 143 = 286 611 12 & 12 PINES DOCUMENTED 12 & 12 NO SITE 870 12 PINE DOCUMENTED YES SITE 1044 9 + 5 MIN 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 16 PINE DOCUMENTED YES SITE 1452 15 & 10 PINES DOCUMENTED 15 & 1 YES SITE REQUIRED MITIGATION INCHES PER DISTURBED 613 20 PINE DOCUMENTED NO SITE 872 4 + 4 TIN OAR UNREGULATED 4 YES SITE 1046 11 MAPLE DOCUMENTED NO SITE 1273 15 PINE DOCUMENTED YES SITE 1453 17 PINE DOCUMENTED NO SITE ACREAGE = (15 TREES/ACRE x 2 DBH 614 12 PINE DOCUMENTED NO SITE 873 17 PINE DOCUMENTED YES SITE 1047 16 PINE DOCUMENTED NO SITE 1274 12 PINE DOCUMENTED YES SITE 1454 19 & 19 PINES DOCUMENTED 19 & 19 YES SITE INCHES/TREE) * 7.09 = 213 615 15 & 15 PINES DOCUMENTED 15 & 15 NO SITE 874 11 + 6 TFAN OAK DOCUMENTED 11 YES SITE 1048 16 PINE DOCUMENTED NO SITE 1275 12 PINE DOCUMENTED YES SITE 1455 19 PINE DOCUMENTED YTS SITE 616 12 PINE DOCUMENTED NO SITE 875 6 + 5 TWIN HOLLY DOCUMENTS) 6 YES SITE 1049 8 OAK DOCUMENTED NO SITE 1276 13 PINE DOCUMENTED NO SITE 1456 19 PINE DOCUMENTED YES SHE TOTAL REQUIRED MITIGATION INCHES = 286 + 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 213 = 499 618 12 PINE DOCUMENTED NO SITE 877 12 PINE DOCUMENTS) YES SITE 1051 8 OAK DOCUMENTED NO SITE 1278 14 PINE DOCUMENTED YES SITE 1458 20 PINE DOCUMENTED YES SITE 619 12 PINE DOCUMENTED YES SITE 878 12 OAK DOCUMENTED YES STE 1052 8 + 7 iWiN OAK DOCUMENTED 8 YES SITE 1279 13 PINE DOCUMENTED YES SITE 1459 17 PINE DOCUMENTED YES SITE PROVIDED MITIGATION INCHES (RETAINED 620 15 PINE DOCUMENTED NO SITE 779 12 PINE DOCUMENTED YES SITE 1053 9 OAK DOCUMENTED NO SITE 1280 13 PINE DOCUMENTED YES SITE 1460 8 OAK DOCUMENTED YES SITE UNREGULATED & DOCUMENTED TREES ON 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 SITE) = 232 + 2,222 = 2,454 622 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 623 13 PINE DOCUMENTED YES SITE 882 9 OAK DOCUMENTED YES SITE 1056 10 OAK DOCUMENTED YES STE 1283 12 PINE DOCUMENTED YES SITE 1463 12 PINE DOCUMENTED YES SITE 624 12 PINE DOCUMENTED YES SITE 883 8 OAK DOCUMENTED YES SITE 1057 10 OAK DOCUMENTED YES SITE 1284 22 PINE DOCUMENTED YES SITE 1464 12 PINE DOCUMENTED YES SITE 625 12 PINE DOCUMENTED YES SITE 884 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 14 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 DOCUMENTS) 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 12 PINE DOCUMENTED YES SITE 888 4 OAK UNREGULATED YES SITE 1062 14 PINE DOCUMENTED YES SITE 1289 20 PINE DOCUMENTED YES SITE 1469 11". 10, & 7 OAKS DOCUMENTED 11 & IT); UNREGULATED 7 YES SITE 630 13 PINE DOCUMENTED YES SITE 889 17 OAK DOCUMENTS) YES SITE 1063 8 + 5 TWN OAK DOCUMENTED 8 YES SITE 1290 14 PINE DOCUMENTED YES SITE 1470 15 PINE DOCUMENTS) YTS SITE 631 15 PINE DOCUMENTED YES SITE 890 6 OAK UNREGULATED YES SITE 1064 13 PINE DOCUMENTED YES SITE 1291 14 PINE DOCUMENTED YTS SITE 1471 15 PINE DOCUMENTS) YES SITE 632 12 PINE DOCUMENTED YES SITE 891 -9. 7 , & 7 OAKS DOCUMENTED 8 ; UNREGULATED 7 & 7 YES SITE 1065 12 PINE DOCUMENTED YES SITE 1292 16 PINE DOCUMENTS) YES SITE 1472 21 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 DOCUMENTS) 12 & 12 YES SITE 1473 8 OAK DOCUMENTED YES SITE 634 13 PINE DOCUMENTED YES SITE 993 10 OAK DOCUMENTED YES SITE 1067 10 , 9 , 9, & 8 OAKS DOCUMENTED (10'. 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 8 OAK DOCUMENTED YES SITE 1295 12 PINE DOCUMENTED YES SITE 1483 8 + 7 MAN BAY DOCUMENTED 8 YES SITE 636 12 PINE DOCUMENTED YES SITE 995 9 OAK DOCUMENTED YES SITE 1069 14 OAK DOCUMENTS) YES SITE 1296 12 PINE DOCUMENTED YES SITE 1484 i6 OAK DOCUMENTED YES SITE 637 12 PINE DOCUMENTED YES SITE 896 22 OAK SIGNIFICANT YTS SITE 1070 13 OAK DOCUMENTED YES SITE 1297 7', fi , & 3 MAGNOLIAS UNREGIUgT-E 7 , 6 , & 3 YES SITE R85 15 PINE DOCUMENTED YES SITE 638 14 PINE DOCUMENTED YES SITE 997 8 OAK DOCUMENTED YES SITE 1071 8 OAK DOCUMENTED YES SITE 1298 13 PINE DOCUMENTS) 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 DOCUMENTS) YES SITE 640 18 PINE DOCUMENTED NO SITE 899 10 OAK; 4 HOLLY DOCUMENTED 10 & 4 YES SITE 1073 12 + TWIN OAK DOCUMENTED 12 NO SITE 1300 14 PINE DOCUMENTS) YES SITE 1489 11 OAK DOCUMENTED NO SIZE 641 12 PINE DOCUMENTED NO SITE 900 15 OAK DOCUMENTED YES SITE 1074 14 PINE DOCUMENTED NO SITE 1301 9 + 7 TWIN MAPLE DOCUMENTED 9 YES SITE 1490 20 PINE DOCUMENTS) NO SITE 642 12 PINE DOCUMENTS) NO SITE 001 13 PINE DOCUMENTED YES SITE 1075 9 OAK DOCUMENTS) NO SITE 1302 18 PINE DOCUMENTED YES SITE 1491 21 PINE DOCUMENTED NO SITE 643 6 BAY UNREGULATED NO SITE 002 9 + 8 IVAN OAK DOCUMENTED 9 YES SITE 1076 16 PINE DOCUMENTS) NO SHE 13 33 14 PINE DOCUMENTS) YES STE 1492 22 PINE DOCUMENTED NO SITE 644 15 PINE DOCUMENTS) NO STE 003 11 OAK DOCUMENTED YES SITE 1077 14 PINE DOCUMENTED NO SITE 1304 12 PINE DOCUMENTS) YES SITE 1493 8 + 8 TYAN OAK DOCUMENTED 8 NO SITE 645 6 + 4 TWIN BAY UNREGULATED 6 NO SITE 904 11 OAK DOCUMENTED YES SITE 1078 10 OAK DOCUMENTS) YES SITE 1305 15 PINE DOCUMENTS) YES STE 1494 8 OAK DOCUMENTS) NO SITE 646 12 PINE DOCUMENTED NO SITE 905 10 + 11 IVAN OAK DOCUMENTED 11 YES SITE 1079 11 OAK DOCUMENTS) YES SITE 13 66 12 PINE DOCUMENTED YES SITE 1495 24 PINE; 10 OAK SIGNIFICANT 24 & DOCUMENTED 10 NO SITE 647 9 BAY DOCUMENTED NO SITE 906 5 OAK UNREGULATED YES SITE 1080 12 PINE DOCUMENTED YES SITE 1307 14 PINE DOCUMENTED YES SITE 1496 8 OAK DOCUMENTED NO SITE 648 12 PINE DOCUMENTED NO SITE 907 5 OAK UNREGULATED YES SITE 1081 15 PINE DOCUMENTED YES SITE 1308 13 PINE DOCUMENTED YES SITE 1497 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 DOCUMENTS) YES SITE 1498 11 OAK DOCUMENTED NO SITE 650 12 PINE DOCUMENTS) NO SITE 009 6 OAK UNREGULATED YES SITE 1083 16 PINE DOCUMENTS) YES SITE 1310 14 PINE DOCUMENTED YES SITE 1499 24 PINE SIGNIFICANT NO SITE 651 12 PINE DOCUMENTED YES SITE 110 5 OAK UNREGULATED YES SITE 1084 8 OAK DOCUMENTED YES SITE 1311 15 PINE DOCUMENTED YES SITE 1500 18 MAPLE SIGNIFICANT NO SITE 652 8 BAY DOCUMENTED YES SITE 111 12 PINE DOCUMENTS) YES RIVER RD R 1085 12 PINE DOCUMENTS) YES SITE 1312 12 PINE DOCUMENTED YES SITE 1501 8 + 8 TWIN OAK DOCUMENTS) 8 NO SITE 653 13 PINE DOCUMENTED YES SITE 912 12 PINE DOCUMENTS) YES RIVER RD R 1086 12 PINE DOCUMENTS) YES SIZE 1313 12 PINE DOCUMENTED YES SITE 1513 8 OAK DOCUMENTED YES SITE 654 12 PINE DOCUMENTS) YES SITE 113 12 PINE DOCUMENTED YES RIVER RD R 1D87 13 PINE DOCUMENTS) YTS SITE 1314 18 PINE DOCUMENTS) YES SITE 1514 16 PINE DOCUMENTS) 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 STE 1315 14 PINE DOCUMENTED YES SITE 1515 15 PINE DOCUMENTED YES SITE 656 12 & 12 PINES DOCUMENTS) 12 & 12 YES SITE 115 12 PINE DOCUMENTS) YES RIVER RD R W 1089 13 PINE DOCUMENTS) YES SITE 1316 16 PINE DOCUMENTS) YES SITE 1516 19 PINE DOCUMENTS) YES SITE 657 13 PINE DOCUMENTS) YES SITE 916 12 PINE DOCUMENTED YES RIVER RD R W 1090 6 , 5 , & 3 MAGNOLIAS UNREGULATED 6 , 5 , & 3 YES SITE 1317 15 PINE DOCUMENTS) YES SITE 1517 16 PINE DOCUMENTS) YES SITE 658 12 PINE DOCUMENTED YES SITE 117 9 OAK DOCUMENTS) YES RIVER RD R W 1991 16 PINE DOCUMENTS) YES SITE 1318 14 PINE DOCUMENTS) YES SITE 1518 15 PINE DOCUMENTED YES SITE 659 13 PINE DOCUMENTED YES SITE 118 10 OAK DOCUMENTED YES RIVER RD R 1092 12 PINE DOCUMENTED YES SITE 1319 18 PINE DOCUMENTS) YES SITE 1519 8 GUM* UNREGULATED YES SITE 660 13 PINE DOCUMENTED YES SITE 119 4 OAK UNREGULATED YES RIVER RD R 1093 10", 9, & 6 OAKS DOCUMENTED 10 & 9 ; UNREGULATED 6 YES SITE 1320 9 OAK DOCUMENTS) 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 T'MN OAK DOCUMENTS)(9 YES SITE 1521 -9CYPRESS DOCUMENTS) YES SITE 662 13 PINE DOCUMENTED YES SITE 221 14 OAK DOCUMENTED YES SITE 1095 12 PINE DOCUMENTED YES SITE 1322 14 PINE DOCUMENTS) YES SITE 1522 10 OAK DOCUMENTS) YES SITE 663 13 PINE DOCUMENTED YES SITE 922 6 OAK UNREGULATED YES SITE 1096 22 PINE DOCUMENTED YES SITE 1323 15 PINE DOCUMENTS) YES SITE 1523 13 PINE DOCUMENTS) 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 DOCUMENTS) YES SITE 665 13 PINE DOCUMENTED YES SITE 924 9 OAK DOCUMENTED YES SITE 1098 8 OAK DOCUMENTS) YES SITE 1325 12 PINE DOCUMENTS) YES SITE 1525 12 PINE DOCUMENTED YES SITE 666 15 PINE DOCUMENTS) YES SITE 925 4 OAK UNREGULATED YES SITE 1099 12 PINE DOCUMENTS) YES SITE 1326 17 PINE DOCUMENTED YES SITE 1526 17 PINE DOCUMENTS) 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 DOCUMENTS) YES SITE 668 12 PINE DOCUMENTED YES SITE 227 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 1102 12 PINE DOCUMENTED YES SITE 1329 22 PINE DOCUMENTS) YES SITE 1529 18 PINE DOCUMENTED YES SITE 670 12 PINE DOCUMENTED YES SITE 229 7 OAK UNREGULATED YES SITE 1103 17 PINE DOCUMENTS) YES SITE 1330 12 PINE DOCUMENTS) YES SITE 1530 13 PINE DOCUMENTS) YES SITE 671 19 PINE DOCUMENTS) YES SITE 930 11 OAK DOCUMENTED YES SITE 1104 13 PINE DOCUMENTED YES SIZE 1331 12 + 11 iNN OAK DOCUMENTED 12 YES SITE 1531 12 PINE DOCUMENTS) YES SITE 672 13 PINE DOCUMENTS) YES SITE 331 5 OAK UNREGULATED YES SITE 1105 17 PINE DOCUMENTED YES SITE 1332 22 PINE DOCUMENTED YES STE 1532 15 PINE DOCUMENTED YES SITE 673 13 PINE DOCUMENTS) YES SITE 932 12 OAK DOCUMENTED YES SITE 1106 11 OAK DOCUMENTED YES SITE 1333 15 PINE DOCUMENTED YES SITE 1533 18 PINE DOCUMENTS) YES SITE 674 12 PINE DOCUMENTED YES SITE 933 5 OAK UNREGULATED YES SITE 1107 14 PINE DOCUMENTS) YES SITE 1334 8 BAY; 12 PINE DOCUMENTS)(8 & 12 YES SITE 1534 12 PINE DOCUMENTS) YES SITE 675 14 PINE DOCUMENTS) YES SITE 934 5 OAK UNREGULATED YES SITE 1108 8 + 5 TIN OAK DOCUMENTS) 8 YES SITE 1335 12 BAY DOCUMENTED YES SITE 1535 19 PINE DOCUMENTED YES SITE 676 15 PINE DOCUMENTS) YES SITE 935 5 OAK UNREGULATED YES SITE 1109 9 OAK DOCUMENTED YES SITE 1336 16 OAK DOCUMENTED YES SIE 1536 16 PINE DOCUMENTED IFS SITE 677 14 PINE DOCUMENTED YES SITE 336 6 OAK UNREGULATED YES SITE 1110 12 + 10 TW1N OAK DOCUMENTED 12 YES SITE 1337 25 PINE SIGNIFICANT YES SITE 1537 17 PINE DOCUMENTS) YES SITE 678 12 PINE DOCUMENTS) 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 1 PINE DOCUMENTS) 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 DOCUMENTS) YES SITE 680 13 PINE DOCUMENTS) YES SITE 940 6 + 4 TWIN OAK UNREGULATED 6 YES RIVflt RD R 1113 22 PINE DOCUMENTS) YES SITE 1340 15 PINE DOCUMENTED YES SITE 1540 18 PINE DOCUMENTED YES SITE 681 13 PINE DOCUMENTS) YES STE 441 10 OAK DOCUMENTED YES RIVER RD R 1114 8 OAK DOCUMENTS) YES SITE 1341 8 OAK DOCUMENTS) 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 SITE W 683 15 PINE DOCUMENTED YES SITE 943 4 OAK UNREGULATED YES RIVER RD R 1116 19 PINE DOCUMENTS) YES SITE 1343 14 PINE DOCUMENTED YES SITE 1543 10 GUM* UNREGULATED NO SITE m o 684 12 PINE DOCUMENTED YES SITE 944 14 PINE DOCUMENTED NO RIVER RD R 1117 17 PINE DOCUMENTS) YES SITE 1344 18 PINE DOCUMENTED YES SITE 1544 9 CYPRESS DOCUMENTED NO SITE 685 12 PINE DOCUMENTED YES SITE 945 6 + 5 TIMN 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 686 13 PINE DOCUMENTED YES SHE 446 12 PINE DOCUMENTED YES SITE 1119 14 PINE DOCUMENTS) YES SITE 1346 11 OAK DOCUMENTS) 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 DOCUMENTS) YES SITE 1347 10 OAK DOCUMENTED YES SITE 1547 12 MAPLE DOCUMENTS) YES SITE 688 15 PINE DOCUMENTED YES SITE 948 5 OAK UNREGULATED YES SITE 1121 8 , 7'. 7'. 6 , & 5 OAKS DOCUMENTS) 8 ; UNREGULATED 7 , 7 , 6 , & 5 NO SITE 1348 8 , 8 , & 4 MAPLES DOCUMENTED 8 & 8'); UNREGULATED 4 YES SITE 1548 13 PINE DOCUMENTS) YES SITE 889 12 PINE DOCUMENTED YES SITE 449 6 OAK UNREGULATED YES SITE 1122 14 BAY DOCUMENTS) NO SITE 1349 18 PINE DOCUMENTS) YES SITE 1549 14 PINE DOCUMENTED YES SITE 690 12 PINE DOCUMENTED YES SITE 550 5 + 3 TWIN OAK UNREGULATED 5 YES SITE 1123 16 PINE DOCUMENTED NO SITE 1350 17 PINE DOCUMENTED YES SITE 1550 11 GUM* UNREGULATED YES SITE 691 12 PINE DOCUMENTED YES SITE 951 15 PINE DOCUMENTS) YES SITE 1124 8 OAK DOCUMENTED NO SITE 1351 15 PINE DOCUMENTS) YES SITE 1551 10 OAK DOCUMENTED YES SITE 692 12 PINE DOCUMENTED YES SITE 552 14 OAK DOCUMENTS) YES SITE 1125 10 OAK DOCUMENTS) NO STE 1352 13 PINE DOCUMENTED YES SITE 1552 9 + 4 iNN OAK DOCUMENTED 9 NO SITE 693 12 PINE DOCUMENTED YES SITE 953 15 OAK DOCUMENTS) YES SITE 1126 18 PINE DOCUMENTS) NO SITE 1353 2 PINE DOCUMENTS) YES SITE 1555 14 PINE DOCUMENTED YES SITE c 694 70, 50. & 4 BAYS UNREGULATED 7 , 5 , & 4 YES SITE 954 8 + 4 TWIN OAK DOCUMENTED 8 YES SITE 1135 12 PINE DOCUMENTS) NO RIVER RD R 1354 9 + 6 TWIN OAK DOCUMENTED 9 - YES SITE 1556 9 GUM* UNREGULATED YES SITE 3 695 13 PINE DOCUMENTED YES SITE 555 11 OAK DOCUMENTS) YES SITE 1137 12 PINE DOCUMENTED YES SITE 1355 9 OAK DOCUMENTS) YES SITE 1557 9 GUM* UNREGULATED NO SITE 696 6 BAY UNREGULATED YES SITE 956 10 + 5 TWIN DAK DOCUMENTS) 10 YES SITE 1138 13 PINE DOCUMENTED YES SITE 1356 18 PINE DOCUMENTS) YES SITE 1558 1 GUM* UNREGULATED NO SIZE 697 12 PINE DOCUMENTS) YES SITE 557 9 OAK DOCUMENTED YES SITE 1139 8 OAK DOCUMENTED NO SITE 1357 9 OAK DOCUMENTS) YTS SITE 1559 14 MAPLE DOCUMENTS) NO SITE 698 12 PINE DOCUMENTS) YES SITE 958 8 OAK DOCUMENTED YES SITE 1140 8 + 8 TWN OAK DOCUMENTED 8 NO SITE 1358 18 PINE DOCUMENTS) YES SITE 1560 17 PINE DOCUMENTS) NO STE (n 699 13 PINE DOCUMENTED YES SITE 559 7 OAK UNREGULATED YES SITE 1141 15 PINE DOCUMENTED NO SITE 1359 14 OAK DOCUMENTS) YES SITE 1561 22 PINE DOCUMENTS) NO SITE e ' z 700 12 PINE DOCUMENTED YES SITE 960 15 PINE DOCUMENTED YES SITE 1142 14 PINE DOCUMENTS) NO SITE 1360 1 OAK DOCUMENTS) YES SITE 1562 22 PINE DOCUMENTED NO SITE If Fni 701 8 OAK DOCUMENTED YES SITE 661 6 OAK UNREGULATED YES SITE 1143 16 PINE DOCUMENTS) NO SITE 1361 11 OAK DOCUMENTS) YES SITE 1563 16 PINE DOCUMENTED NO SITE 702 14 PINE; 9 BAY DOCUMENTED 14 & 9 YES SITE 962 10 OAK DOCUMENTED YES SITE 1144 8 + 6 iVAN OAK DOCUMENTED 8 NO STE 1362 15 PINE DOCUMENTS) YES SITE 15 44 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 E3 704 12 PINE DOCUMENTED NO SITE 964 9 OAK DOCUMENTED YES SITE 1146 4, 3, & 2 HOWES DOCUMENTS) (4]; UNREGULATED 3 & 2 NO SITE 13 44 18 PINE DOCUMENTS) YES SITE 1566 8 + 7 TWIN GUM* UNREGULATED 8 NO STE 705 11 BAY DOCUMENTS) NO SITE 665 6 + 5 TWN 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 966 12 PINE DOCUMENTED YES SITE 1148 8-, 7', & 6 OAKS DOCUMENTS) 8 ; UNREGULATED 7 & 6 NO SITE 1366 18 PINE DOCUMENTS) YES SITE 1568 12 + 11 TWIN OAK DOCUMENTS) 12 NO SITE 707 5 BAY UNREGULATED NO SITE 667 72 PINE DOCUMENTED YES SITE 1149 11 OAK DOCUMENTED NO SITE 1367 78 PINE DOCUMENTED YES SITE 1569 9 OAK DOCUMENTED NO SITE 708 12 PINE DOCUMENTS) YES SITE 968 6 OAK UNREGULATED YES SITE 1150 4 HOLLY DOCUMENTED NO SITE 1368 20 PINE DOCUMENTS) YES SITE 1570 8 OAK DOCUMENTED NO SITE 709 15 PINE DOCUMENTED YES SITE 669 8 OAK DOCUMENTS) YES SITE 1151 8 OAK DOCUMENTS) NO SITE 1369 13 PINE DOCUMENTS) YES SITE 1571 12 PINE DOCUMENTED NO SITE !3 710 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 DOCUMENTS) YES SITE 1573 20 OAK SIGNIFICANT NO SITE 712 8 OAK DOCUMENTED YES SITE 972 4 OAK UNREGULATED YES SITE 1154 8 + 4 TWIN OAK DOCUMENTED 8 NO SITE 1372 8 OAK DOCUMENTS) YES SITE 1574 11 GUM* UNREGULATED NO SITE a 713 1 PINE DOCUMENTS) YES SITE 973 8 OAK DOCUMENTED YES SITE 1155 15 PINE DOCUMENTED NO SITE 1373 11 + TWIN OAK DOCUMENTED 11 YES SITE 15 55 8 OAK DOCUMENTS) NO SITE Q 714 17 PINE DOCUMENTS) YES SITE 974 11 OAK DOCUMENTS) YES SITE 1156 8 OAK DOCUMENTS) NO SITE 1374 16 PINE DOCUMENTS) YES SIZE 1576 11 OAK DOCUMENTS) NO SITE o 715 12 PINE DOCUMENTS) YES SITE 775 12 & 12 PINES DOCUMENTED 12 & 12 YES SITE 1157 17 PINE DOCUMENTED NO SITE 1375 13 PINE DOCUMENTS) YES SITE 1577 20. PINE DOCUMENTED NO SITE 716 15 PINE DOCUMENTS) YES SITE 776 5 OAK UNREGULATED YES SITE 1158 13 OAK DOCUMENTED NO SITE 1376 18 , 16 , & 16 PINES DOCUMENTED 18 , 16 , & 16 YES SITE 1578 8 OAK DOCUMENTED NO SITE 717 15 PINE DOCUMENTED YES SITE SITU 5 OAK UNREGULATED YES SITE 1159 5 MAGNOLIA UNREGULATED NO SITE 1377 18 PINE DOCUMENTS) YES SITE 1579 8 OAK DOCUMENTED NO SITE 718 1 PINE DOCUMENTS) YES SITE 978 13 OAK DOCUMENTED YES SITE 1160 8 OAK DOCUMENTED NO SITE 1378 12 PINE DOCUMENTS) YES SITE *ONLY DOCUMENTS) IF IN REQUIRED BUFFER OR REQUIRED OPEN SPACE. ci DATE: EXISTING TREE CHART 2-28-23 ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN: JCB >n q;Y4<b:.;;t?!t MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: :`_��;( • hi�j'A'�A 1134 SIDPYARD BOULEVARD JBM \\R Q y r • `'r WIIMINGTON, NORTH CAROLINA 28412 PROJECT NO: _� ••% _ .^ +" °ram Phone 910-392-5243 EmaD: jeHmalpass®bizec. 2.enm 355 ; a 5-�28 L3':::. '_ Fax 910-392-5203 License No. C-2320 DEVELOPER: AFfEW PROPERTIES, LLC737 i 2020 SOUTH CHRUCHILL DR �,* '.£'1'•MI-MINGTON, NC 28403739 b ��jfg,��\ PHONE: s1a7s3-2s2s / �ttt7f f c311Yggt� oF: 719 14 PINE DOCUMENTS) YES SHE 979 12 PINE DOCUMENTS) YES SITE 1161 12 PINE DOCUMENTED NO SITE 1379 10 OAK DOCUMENTED YES SITE 720 14 PINE DOCUMENTED YES SITE 980 - 12 PINE DOCUMENTS) YES SITE 1162 12 PINE DOCUMENTS) NO SITE 1380 16 OAK DOCUMENTS) YTS SITE 721 15 PINE DOCUMENTED YES SITE 981 11 OAK DOCUMENTED YES SITE 1163 13 PINE DOCUMENTS) NO SITE 1395 17 PINE DOCUMENTED YES SITE 722 12 PINE DOCUMENTED YES SITE 982 4 OAK UNREGULATED YES SITE 1164 8 OAK DOCUMENTS) YES SITE 1396 22 PINE DOCUMENTED YES STE 723 12 PINE DOCUMENTS) NO SITE 983 13 PINE DOCUMENTED NO RIVER RD R 1165 12 PINE DOCUMENTS) YES SITE 1397 8 OAK DOCUMENTS) YES SITE 724 12 PINE DOCUMENTS) NO SITE 984 14 PINE DOCUMENTS) NO RIVER RD R 1166 14 PINE DOCUMENTED NO SITE 1398 15 + 13 IVAN 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 226 12 PINE DOCUMENTED NO SITE 986 5 OAK UNREGULATED YES RIVER RD R 1168 8 + 6 TWIN OAK DOCUMENTED 8 NO SITE 1400 13 PINE DOCUMENTS) YES SIZE 727 12 PINE DOCUMENTED NO SITE 987 5 OAK UNREGULATED YES RIVER RD R 11 99 20 PINE DOCUMENTED YES SITE 1401 16 PINE DOCUMENTED YES SITE 728 12 PINE DOCUMENTED YES SITE 988 18 PINE DOCUMENTS) YES RIVER RD R W 1170 9 BAY DOCUMENTS) 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 DOCUMENTS) YES SITE 1403 16 PINE; 9 GUM* DOCUMENTS) i6 • UNREGULATED 9 YES SITE 730 15 PINE DOCUMENTED YES SITE 990 7 OAK UNREGULATED NO SITE 1172 15 PINE DOCUMENTS) YES SITE 1404 9 GUM* UNREGULATED YES SITE 731 24 PINE SIGNIFICANT YES SITE 991 5 OAK UNREGULATED YES SITE 11 33 12 PINE DOCUMENTS) NO SITE 1405 8 + 5 TIN OAK DOCUMENTED 8 YES SITE 732 12 , it , & 10 PINES DOCUMENTS) 12 • UNREGULATED 11 & 10 YES SITE 992 OAK UNREGULATED NO RIVER RD R 1174 12 BAY DOCUMENTS) NO SITE 1406 14 BAY DOCUMENTS) YES SHE 333 14 PINE DOCUMENTED YES SITE 993 14 & 13 PINES DOCUMENTS) 14 & 13 NO RIVER RD R 1175 8 OAK DOCUMENTS) NO SITE 1407 20 PINE DOCUMENTS) YES SITE 734 12 PINE DOCUMENTED YES SITE 994 13 OAK DOCUMENTED NO SITE 11 6 f12 OAK DOCUMENTS) NO SITE 1408 12 GUM* UNREGULATED YES SITE 335 163 PINE DOCUMENTED YES SITE 995 12 & 11 PINES DOCUMENTED 12 & 11 NO RIVER RD R W 1177 12 PINE DOCUMENTS) NO SITE 1409 20 PINE DOCUMENTED YES SITE 737 15 PINE DOCUMENTED YES SITE 997 12 PINE DOCUMENNTED NO RIVER RD R 1179 9 OAK DOCUMENTED NO SHE 1410 19 PINE DOCUMENTS) YES SHEWAI 13 PINE DOCUMENTED YES SITE 997 14 PINE DOCIMLNIS) NO RIVER RD R 1179 9 BAY DOCUMENTED NO SITE 1411 13 PINE DOCUMENTED YES SITE 738 13 PINE DOCUMENTS) TES SITE 1001 12 PINE DOCUMENTED NO SITE 1180 18 PINE DOCUMENTED NO SITE 1412 19 PINE DOCUMENTED YES SITE 16 PINE DOCUMENTED YES SITE 1002 12 + 7 TWIN OAK DOCUMENTED 12 YES SITE 1181 16 PINE DOCUMENTED NO SHE 1413 18 PINE DOCIMENIID YES SITE 740 18 PINE DOCUMENTED YES SIZE 1003 6 , 4 , & 3 HOWES DOCUMENTED 6 & 4 UNREGULATED 3 lES SITE 1182 11', 10", & 7 OAKS; 4 HOLLY DOCUMENTS) (11', 10 , & 4'); UNREGULATED YES SITE 1414 15 PINE DOCUMENTED lES SIZE 834 12 OAK DOCUMENTS) NO SITE 1004 6 OAK UNREGULATED 1 YES 1 SHE 1183 147 PINE DOCUMENTED YES SITE 1415 ZF PINE DOCUMENTS) YES SITE 835 12 OAK DOCUMENTED NO SITE 1005 9 OAK DOCUMENTED I YES I SITE 1184 15 PINE DOCUMENTED YES STE 1416 1 9", 9". & 4 GUMS* UNREGULATED IT, 9-, & 4 YES SITE NOTE: SEE TREE REMOVAL PLAN SHEETS FOR EXISTING TREES. TIDAL MARSH SOIL PER NRCS SOIL SURVEY (NOT FIELD LOCATED) 511292 SF (1.178 ACRES) N 24031'57" E 754.59' (TIE LINE)----/ / / N F NNP IV -CAPE FEAR RIVER, LLC MATCHLINE / MAGNETIC SPIKE SET NC GRID (NAD 83) \ N: 139,778.2790 \E:2,328,055.5120 ELEV: 6.65 NAVD88 CP / I � / / 1 , / / \\ / 0ul / 5805 RIVER ROAD yS \ CAPE FEAR PUBLIC UTILITY ♦�'S \ l ,� AUTHORITY \ 1 s 8 MOTTS CREESK LIFT STATION e {sp y`y�lgos \-Z"\04F D.B. 6570, PG. 2616 W W W PROPERTY LINE IS CENTERUNEO�F/ W W W W W W I 6 MOTTS CREEL( W W W W W W — -- APPROX C/WEEK CENTER W W W W W W W T OF MOTS W W W W W W W W W 'I MHW LINE W W W W W W y l, W (INTERPOLATED. W SEE NOTE #W) W W H`W 1 I F 1 W W J• W .L �• W � 1' W COASTAL WETLAND W BRACIO9i MARSH UNE W (SEE NOTE W W W W W q* W �\ W W W W W W W W _- W W W W W 404 WETLAND LINE, W ' COD-WSF LINE & W W W W WCLASS IV SOILS LINE W W W (SEE NOTE W W W W W W W W W p W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0s W 404 WETLANDS W y W W (* 125,034 SF) W W W W W W W C C W W W ---- - --- _ W W W W W W W W W W W J• W W W W W W W. iJ"` W •Y W .Y W W W W W W 4 W W MHW LINE W (END INTERPOLATION W BEGIN NHW LINE W W APPROXIMATION JW W TO THE SOUTH; W W W �CW W W W SEE NOTE #38) W W JK W W -r 1 61' W 13°12!30" W W W W W ¢ W W W W W W W W W W W W W W W NHW UNE W (APPROX.; SEE NOTE $38) W W W W W ` \ A RECREATION AREA �oTHE VILLAGE AT MOTT'S I I \ LANDING / 1 p\\�! \ PHASE 1 Sy, N� lqp� \c\\ M.B. 53, PGS. 269-271 11 1 \\\` fN / \ \ \• ss • qJ�.\�F\ / .� SS \ may\ / \ \ 9s s\ �6Aj\J��p�P C� ezr SS ♦ O P� j ` \ 1 \ \ \ e 19s y`Gy ley P� Phy \ c Ff -SP ' 0P I� • �� AC,g7j�vy 'fix • � \ \O Q O� P'` Psi by , � 'o� 1,(0.03 ACRES)Al 1 � P , 1-` ` -- , 9) \ ` \ \ - - - _ ADJUSTED COD-WSF AREA (0.09 ACRES) `'` `fr Aye \\ \ / �wp�0 / h�P`'o�O� \�xl is3� �o - - -7-- / / 'f` / ��\\� \ qo \ \ NIARwl ;, ---- -6- EIP \ qT \ _ $ s S \ \ SEE SHEET 5 W W W W W _ �i n �q, 5822 Rr VVER ROAD IE W W W W W W W W 513O�SURVE'IEO I , Q�j®�^� LULDAOMAEDWIFE R. 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W W Y Y W W Y Y (APPROX, SEE NOTE #3E) MATCHLINE SEE SHEET 4 W W W W W W 5822 RIVER ROAD ^ \ FLOOD ZOIE EX. W Y W LL W W W A3 ` N/F �S.NADEp V W.V. ` ' 'o I \ •Ije9/y9 GBG \ W W Y Y Y W 31 VR'QYEO I figg,, ,\ DONALD WILLIAMS FC -- ESM ' ♦♦ �'♦ � Y \ `si ' qC \ Y W Y Y 3o123O" NOT �' �s �l AND WIFE 10NE ♦' �:\ '• I i \ ,GcFT'/i \ W W ST 1yNE- 49 LULA MAE R. WILLIAMS �9 W Y \;� D.B. 832, PG. 868 W W W W ' ' °� \ \ Gg l p MAGNETIC SPIKE SET `2y \ NC GRID (NAD 83) i,� ,,, ,,, ,,, ,,, �`♦ a\ `n c7` \ N: 139,174.4373 \ \ 593.0393 CP I �3033 i E�22.9Z Y Y Y W W W W W W W Y W W W W Z W �♦�, \1 \n q� E EV210.31 NAVD88 \\\ \\ AMENITY AREA \ THE VILLAGE AT MOTT'S \ / \ N 09026'17" E 236.29' E LINE + Y Y W W Y Y W W W Y W W W W .✓,' W _�� \ ` LANDING PHASE 1 \ / `APPROX. CENTER ) ` �Ys Y Y Y Y Y Y W Y Y Y Y Y Y Y Y Y W W Y W Y j Y W _ s I 1 M.B- 53, PGS. 269-271 OF MOITS CREEK I EIP Y W W W W W W W W W W W Y W Y W O 1 \ \ I 'W W W W W W W W W W W W Y W W W W W W W Y W IY W I I LLb � 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 23O/ / W W Y Y W W Y W W Y W W W W W W W W W W W W W Y W W Y'� 33 W W W W W W Y W Y W W W W Y W W W W W W Y W �' 11 �JI U, / N�3°3'S1 1♦�♦ I I�1• O I Y W W W W W W W W Y W •y W W W Y Y W W W W W W W W W W W W W I W IW O I �� / / I . Y Y W W W W W W W W W W Y' W W W W Y Y Y W W W W W W W W W W J• W Y W Y W '♦♦t. I tO I I I /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 W W Y W W W W 1, W W W ,♦♦W IP I 111 UO_I I n. E-, N 48°34'58" E 498.77' (TIE LINE) / EIP W W 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 I W W W O I I aJ ( W W W W W W W W W W W W W W W W W W W W W W Y 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 W W W W W W W M /'W W 1, W Y W� y I J� fn W W W W W 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 1 T J I Z / URVEYE� W W W W W Y W W W Y Y W W W W W W W W W W 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 Y W Y W W W Y 42G' W W W W W W W W W W W W W Y W Y W W W Y W W W W W 'W W W W W W W W W W Y W W W W W / up1E (jV" Y Y W %Y W W W Y Y Y W W Y W Y Y W Y W W Y W W Y Y W W W W W W / W W W Y W Y Y Y W W W W W W W Y W W W W u / 0.OpER 3033 51" W W W W Y W W Y W W Y W W W Y W W W W W W W W W W W W W W W W W W Y W W W Y W Y Y W W W W W W W W W W W _ %I (� IW - N 7 W W W W W W W W W W W 3 W W W W W Y W W 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 W ---- ♦/ �'� ( q I / O W Y W W W W W W W W W � W W W W W Y Y W W W W W Y W W W W W W Y Q•� W W W W W W W W W W W W W W W W W W W Y. 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W W W � W W W W W W W W W W W W W W S 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 W W W W W W W W W W W W♦♦^W W W W W W W W W 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 .L W W W W W .Y W W W W W W W W ADJUSTED COD-WSF AREA (1.38 ACRES) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W_ W W W .4 .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 %T° W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W 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 .1. W W W . W . W W 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. W W W W W W 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 H W W W W 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 W W W W W W W W W W W W W W W W W W W W W W W Y ^L W W W W W W W W W •1. 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WI� W W W W W W W W W W W W W W W W W W W W W W W - W W W - W W W W W W W W W W W W W W W W W W W W W W W W W W H W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W `''' MINOR SUBDIVISION '°.p -r "--------- _- ` --------------- FOR 2 W W W W W W W W W W W W W W W W W W W W W W W- W W W W W W 3. W W i '' NATHAN SANDERS O•S " W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W -- M.B. 53, PGS. 118-119 -pa`� - - -----_ - ' W�,-�-`" '�-- �= '� -- ''- 2�sJR° W W W W W W 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' - VG _ _-_-___ - _ !� W W W W W W W W W 1 ♦^`I W W W W W W W W W W W W W W W W W y��,\OL� /y W W W W W Y. W W W ♦♦\I ^- �Q W W W W W W W W W W W W W W W W J�4, YW /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 v �� W W W W W W W W W 11 111♦ ,'1, " (� Q��C W W W W W W W W W W W W W i. .1. k4 �� Q-6 -VW}�• � 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�•� - -- � f CIOl Sg pHgSf1-1-S298 1 iC�°T 12 \ --7-------- �;I11�l a / ll TyCgNCl.4 EON jRkf /J,� /60 pHASEOTTS e�LAMy72/ niE I`7CCeCT/ON!RkE C/ ee COT \ THE wCSeCON gRkE MAf 'IV CE KIT , l l Q• 6G pNq MOTT rl 1g�qy °PC, SE. 1 S Iv l�/ / •/ r7� gMY2p'A tgNIGCf1- M.qg�4Rf kETT6pgpcs7S �3/ C7 W W W W W W W W ♦ _ __ —�' S / O S / / l..h� / / W W W W W W W W W W W + 404 WETLAND UNE, W W W W Xcl, COD-WSF UNE, & CLASS IV SOILS UNE W W - (SEE NOTE) W W W W W W W W W W W W , I ; , / / COMMON AREA / BELLAMY PARKE / W W W W W W W W W W W W W W ,II SECTION 7 THE VILLAGE AT MOTT'S W W W W ♦L W W W W W W W W W .L _______ ____ ,O-/'j' / / LANDING PHASE 1 / I' u' M.B. 60 PG. 53 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 �' f ''' / -� 1�i'/ �'/ / \�/SO,\O� /// '/� W W W W W W W W W W W W W ♦1\♦ .. PP E,:':S3H DHE� �� Y =`� 11026�� / _16"5\•p066 I/ ^ W W W W W W W W W O♦l\♦� / /J '/ I'// DL SDDI $1 gPN� ♦ pUBV W W W W W W W W $'' a� ,' ,' �'y,� •/ 1� GRATE=16.89 EIR W W W W •L W W _ °- % YL%://///, % s ; V �o' ��, NIBS' : INV IN(NE)=14.14 �= " i W W W W W W - '`, � ! , 'i' 1� S .6 INV OUT(S)=14.04 S W W W W � � ' / I Gh�i i W � �� fA f♦t `5 � / / /\e`ajp� pG5 ellyW,� A i- / -ja ,1 / / A!1.06' y59o353'� �P A- /o��', ' " _ � � �` ;''rE� .:: - - -•- \5 RCP � ' / , , `-�4" f 1 �\5 \,, Tp �•r�♦Jo� J /,, GNV\NSA �36 5 - - y i a \use y�c\� N� \o�t�swY Off?20 / E�p1E'1�Si,13� \NN / \Nl NEW IRON ROD SET 05 \6lN' NC GRID (83) �p��` �N ��g0 N:137,833.97.9790 \N� \N��-11• E:2,328,324.2S40 .6ON �Ey ,/NlE�,11.9`ti60 ELEV: 19.88 NAVD88 ' �ocov°P FX 11 61p \NN O\1S�N*)� \N� jINY / \41 � PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES GRAPHIC SCALE 0 0 25 50 100 2( ( IN FEET ) 1 inch = 50 fL 1 RMSFT T(1 MItKT 11REIt C11I1-WSF AIiII1A1MFNF ARFAC A RM11URFR GHi 0 A-9A-91 � 2 REVISED TO ADJUST LIMA UNETWE & ADJUST LOCATION OF EXISTING WATER MAIN. 9-28-23 3 REVISED TO ADD COASTAL WETLAND/BRACKISH MARSH UNE 10-27-23 REV NO. DESCRIPNON DATE EXISTING CONDITIONS & DEMOLITION PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA OAT%: 2-28-23 scALE DRAWN: JCb MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WIL11INGTON, NORTH CAROLINA 28412 PROJECT N0: Phone 910-392-5243 Ema& jeffinelpess®bizec.=.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEEP N0: 2020 SOUTH CHURCHILL DR WILMINGTON. NC 28403 - PHONE 910-763-2629 OF. WETLAND IMPACT LEGEND (SCALE: 1"=50') PERMANENT 404 WETLAND IMPACT 404 WETLAND PERMANENT IMPACT TABLE PERMANENTIMPACT AREA AREA ID 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 1 0.00 PI-8 18 0.0011 \ PI-9 1,075 0.025 PI-10 90 0.002 MAGNETIC PI-11 79 0.002 \ NC ID ( AD 83) TOTAL 4,235 1 0.097 N:139,778.2790 \E:2,328,055.5120 ELEV: 6.65 NAVD88 CID ell y 5805 RIVER ROAD S \ CAPE FEAR PUBLIC UTILITY XGSCS *� AUTHORITY MOTTS CREEK LIFT STATIONSITE W W W W D.B. 6570, PG. 2616 3� W W V W = W L W W W W W W W PROPERTY LINE IS W W W W W W W W W CENTERLINE � OF CREEK MOTTS EEK V' W W W W W W W W rpp- /Oa4 kp a ttt....Il11OfYY APPROX.CENNTER + W W W m o o W 1026E OF NOTIJcCREEK W W W W W W W W .Y W V a 10271B \ Ot1r 1018 \ 100, W W W W W W W W W W W W' SO2B MHW LINE W W .,. u. W a 3_ 10 d 101 (INTERPOLATED; '� �° 1033 3029e a W W W SEE NOTE #38) - i W W W W W 103 d a W W W W W W W W W W W W 1034 016 SO W r• W .v .y m m ~O 103p d03� OO�j, • cp 0A W W 103 a 10 1 979 1040104 72 COASTAL We-1LAND & SOS y W BRACKISH MARSH LINE W W 1045I 104 04 5 2 y W (SEE NOTE 1 9 1046 10530 1 SOS 060 SO51 d 10 W W W W W W W W W W W W W W- M1M1YAAYSS"1O4J 1 6 d 0 O {�lgyi'� 1041E 1062 W W W W W W W W y y `(A 074 . /W WW WWWH uWW• WWiW WwW WWVW' WwW WWWW WWW WWWi WrW• WWWW WmW W.VWY' WWW W..WYY VuW-' YWWV. WWW WW.WY WWVW. WWW WWWW WWW HW_ I �[V, �f' \ .SLI1O S 107311075 Lo a 1OJ6 107 108 O 66806 W W W W W W 1077 107 0. e112O 1ppp �pLQJ+11(5S�0 1121 �vy(im1' 111 1122 W" W W W W W W W W W W W c W WWI 1116 SSS 1094 W W W W Y W W W W W W W 11 W W 1114 �.J'� 109 `(nj n 11 1096 �(11097 1 118 11 W W y W W W W W W W W W W W W W 1V U 6 V. 1138 116 W W W W W W W W W W W .Y W W N 1 ` 85 W y W . 404 WEILANDS W W r• W W W W W1140U39� 1 70 W N 24031'57" E 754.59' (TIE LINE) �, . r• (CONSERVATION ,,, ,,, ,,, ,,, ,,, Wn Ws a 1 3 1172 189 / W W W SPACE) W+ y m o m 1141 `�' '� / 1162 1 6! W W W W W W W M W Q 11 116 V 1165 114 d d 11187 114/ a 1161 68 W a" 12.5, W t:: 3 9 158 a 178 a00 1193 W_ 114 Q Q 1,174 W W tJS� W W W SSS a 1167 1177'Y W d 1/19LO W .Y W W .Y W W V- W W W i15 a 155 W a W W�I 2 W W W MHW LINE W W W W W 114 C.�d 11 W W W W `Y W W W W W W (END INTERPOATIONw W W W W W j 1154 d 11 / 'B 118(�'GG d N/F & BEGIN NHW UNE NNP IV -CAPE FEAR RIVER, LLC /" APPROXIMATION "5 L146 I53 W `,1179 6T 'Y W .Y / V- W N W W W V• W TO IIIE SOUTH; W W �``W 'Y W - 1S4J ,y�,��`�p�� d 1S2 W y u y, L� N W W J W W W W W W W W SEE NOTE �36) .Y Y VG W W / S fu l��tllLL1'• W �1230 W W W H/ W W W .Y W W .Y W N V' W Y W W W W�W' � R W'I•M1i W 137/ T3 f 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 • NHW LINE W W W W W W W W W W W W(APPROX.; SEE NOTE 138) " MATCHLINE W W w , W .. W . I y . W W PI-1 RECREATION AREA THE VILLAGE AT MOTT'S ?os\\ LANDING , \ PHASE 1 M.B. 53, PGS. 269-271 {1 i PFNFq \ / { B 98 41 4z 914 B 8 89 88 2 879 �Pg� B4 6 \ \ \ O5\Q`�2 89 87 7 74 8 873 - 86 864 \\ \ / �F.�,P�O' / .�QSP�p �OA�' 5696 88 67_ Ii 865`�ccc��,,C? gy�55/� 8 6 8 V 7 B 859 86 42 8 634 85 m 8 1 F� \ \ \ \ v�°� P� PL' hh f n 3 20 \ 52 84 4 a 6 5 �S' a 43S�OG�° oQCr f f 3 851 \� 09i TREE PROTECTION FENCE / lt SEE SHEET 8 W/ W W W W W y W W W 5822 RIVER ROAD DONALD WILLIAMS W W W W W W W W 31s W W W W W W W W W W W W W W W W S �3e ENE^ NOT 5 Rv-4ED I LULA MAED WIFEWILLIAMS W W W W Q�OV& I D.B. 832, PG. 868 PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES \ \ ESM GRAPHIC SCALE 50 100 ( IN FEET 1 inch = 50 ft 1 RENSEO TO ADJUST IAVOUT. TREES FnAo4 /RETAINED. WETAND INPACTS. & RMUDRM SHEEP. R-2A-13 2 RENSEO TO ADD TREE PROTEMON FENCE 9-5-23 3 uNEV TO SHOW COASTAL WERAND LINE AND ADD ESIWRINE SHORELINE 30 BUFFER & 75 AEC S. 8-28-23 4 REVISED M REMOVE ESTIARINE SHORELINE 3V BUFFER & 75' AEC LINES AND ADD MHW UNE 10-27-23 REV NO. DESCRIP115N DATE \ I REVISIONS I / 1 i � MAGNETIC SPIKE SET 1 i NC GRTD (NAD R31 TREE REMOVAL & 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: 1134 SHIPYARD BOULEVARD JBM W11241NGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass®bizec.rr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE 910-763-2629 M - to/D�' I � 1U8 6')•,86 W W W W W W W W W W W W W W W W W W W W W W W W W W 1077 a 107 . W W W W W W W W W W W W W WI � � ygyS12O -w'S a 1N" W W W W W W W W W W W W II21 SIS 11222 y 1116 /• 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� 11 111' 11�(YWy� 21S W W W W W W W W W W W W W L_L W W ��,,Wl'� a W SS6 •: W W W W W W W W W W W W Y Y W 1125- U26 W 1138 W W W 404 N I. �� W W W W Y W W W W W W W 04 WEILN-DS W W W W W W W W1140 1�39 1 70 N 24Q31'57" E 754.59' (TIE LINE)-----'/ / W (CONSERVATION W W W W .o W W °�. 1172 W W W Y SPACE) W Y W W Y 1141 `a" W/ ((1��162S.i� 3 1 6 W W W W W W W W W W a 116 116 W W W W W W W W W a a S16S W W W W W W W W W W W 1 4 a s 161 66 W '11�1 143 1781 Y Y W Y Y W Y. i144 158 a Q U74 S151 u 1167 1177 Y Y a• W W W W W W W W W W W W 11S Q SSS ��,C��lW� a W W W W W W MHW LINE ,y W W W W II4yS G 1W W N F (& BEGINRNNOW LLIINE W W W W W W 1 11 S-t Q _- ,%AJ �1S117 /1. NNP IV —CAPE EAR RIVER, LLC W W W/ W W W W W W W W APPROXIMATION +- .�• .:. Y a ♦ l 1� TO THE SOUTH' W W �`,W W W W W 1147 II46 1,Z d et2 W W W W W W W W W W W W W SEE NOTE 50Q O^ W 1316/-73 1 W W W .... W W W W W W W W W W W= W W W W W W W 11 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 Y W < NHW LINE Y Y Y TO W W W / W W W W W W W W (AppROX; SEE NOTE #38) W W W W •D MATCHLINE W W W W W W W W W W W W W 3 100 10 0 ,89 86 2- 879 99 64 6 \ �O Q p\0 Q4 SFwyeJ \`• q� / 10 90 / 89 74 h \ \ p\��cy& q G- / 309 SRO 109588 673 86 ` 664 1096 MIS 896 869 7 87 Py� 5 \ 11101097 83 ': 9 8 8 8 86 42 8 834 OB 85 09 120 8 ��) / �� \ \ \q��pP��4i / n 189 197 -„�i 1203 ` 52 84 6 a p\\=yt�GPGGQ G' 3 2 'a 43 \ \ \ \ Q \IZ� Q // 204 851 i ., W -40 \ \ / �O- Z 1 uo 119 1120 / 02 1 a 1193 12 6 922a 1 4 LIP PI-1 TREE PROTECTION FENCE 9° SEESHEET 7 Y w W W W W W W W Y W - W W W W W W W Y 5822 RIVER ROAD W v W W W W W Y 315 A3 G"c0 N F \ N I SURV I DONAND WIFE ESM W Y W Y Y Y W o12 O AND WIFE W W W W W S IjN LULA MAE R. WILLIAMS Y Y W W Y W PROPtiR� I D-B. 832, PG. 868 CP Y I N 13a 3W /WL� W29 W W W W W W W W Y W Y Y Y Y W Y W W W Y Y` / N 09026'17" E 236.29' (TIE LINE) / �APPPROXCENTER W W W WW W W W N MOTTS CREEK W W W W W W W W Y W W W \ W W W W W W W W W W W W Y W W W W W W Y Y Y Y Y Y W / / / / / / - II W W j•L3 a 3 3WY/5�!!WwA iWW YW WW AWW2LWY WW WW WW WW WWW WW WWW WW WWW WW WYYW YYW WWWW WWW WYWY WYW WWWW WWW YYWW YWW YWWY YWW YWY. YWY WWY WWW YWY WWW WWY WWW WWY WWW WWW WYW WWW WWY WWW WWY WWW WYW WWY WWW WYY WWW WYY YYW WWW WWW WWW WWW WYW WWW W WW WW WW YW tiWf5\ WW W WW W W WW � a V S 77 am 56RY W W W Y Y W W W W W Y W 79 w3W W W W W W W W 58 58 0 N W WWW W 5900 / 92 �j W W W W LLLIIYYW W 99 a aC 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 5`Y]}`,(yva�f�j W W W W W W V N 48034'58" E 498.77' (TIE LINE) / EIP W 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 Y W W W W W W W WC'Q •�Yg W W W ',��Z,'If^�� 94 S W V1W 5'JJ •y I I 5 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 Y W Y W Y W W W W W W W W Y 61pw',3 Y 613 W Y Y W Y W Y W W W Y Y Y W Y Y 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 W W W W W`6lVVVWJJJ''' _ W Y 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 Y W W W Y W Y W W W W W W W LLLtttWiii W �1�2 W I W ,7 6LL 2W 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 / 'GOT VRGG` .'618 axAE 66"-LW W WYW 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 W W Y W 1a2•5' WfM W2_' iW I 60 OPE03 3'6PR14T3 W W W W W W W W Y W Y W Y W W W W W W W W W W Y W W Y W W W W W W620 a� W W �`L.�•� D II r 624 60 W621yvy 23 W W W W W W W W W W W W W W W W W Y Y 12•5•Wa-JCg�/2 LLllii 6 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 Y W Y W W W ..... W W W W W .l1!\tAASI VS 625 626 r, W 3. 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 62` 35 27 6 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 W W W W W W W W W W W W W W W W W Y Y W Y W W W Y Y W W W W W 2 _ W W W W W W W W W W W W W W W W W W W W W tl 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 1 W-5 638637 "��< 634,�a� 629 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TT Y9 W W W W Y W W W Y W Y W W Y Y W Y Y W W Y W Y W Y W W W W Y W Y W W Y W W W W Y W Y W W W W W W W W W W W W W W Y W Q W y tl I 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 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 J W W W Y W W W W W W `y W NHW UNE W W W W W W Y Y W Y Y �``Y//Y/. Y W W W W Y Y W Y W Y Y Y W W Y W Y Y Y Y Y Y W W W W W W W W W W W W W W Y Y Y Y W J- 661 6 ty�v/�� ) CP W W W W W Y W W W Y W W W (APPROX; SEE NOTE ./38) W W Y W W W HWW Y W v W W W W W W W Y W W Y Y W W W W 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 a W W Y _y `_�'- WI£gl 6 655 y(Yy SAS 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 -'- Sv2 66 W W W W W W W W W W W W W W W W W W W W W W _\ W W W 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 Y W W W W W •TREE PROTECTION FENCE' W 65 ,.`_-f IVA.iI '"� 5i6' W W W Y W Y W Y Y L�,,,{- W W W W W W W W W `W W W W W W W Y W W W Y W Y Y W Y W W Y Y Y W Y Y Y Y Y Y W W Y Y W Y W W Y . W W W W W Y W W W W W W Y W W -Y 65 I ,IIY ��'i", 656 66 W W W W Y W Y�Y W W /,��1. 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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 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 W W W W W W 99 ' 649 _ 672 Y W W W W W W Y W W W W W W W Y W W W W W W W W W W W W Wel W W W W W W W W W W W W W W W 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^`4 W W yQ��' Y W Y W W W Y 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 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 W Wll'tU W W W 3 w 6 <G COASTAL WETAND & 698`� 67 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 Y Y W Y Y W W W W W W W W W W W W W BRACKISH MARSH UNE .'y .y. 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 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 .- (APPROX; SEE NOTE) 64 70 67 W W W W W W W WIII 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 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 Y Y W W W W a W 68 W W W W W W W W W W W W W W W W W W W W W W W W 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 681 67 75 / 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 Y W Y W W W W W W W W Y 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 95 ( 6 2 / 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 W W W W W W W W W W W W W W W •M--/h3 12.5' / /. 94 7]]]0III�� 44llSS:•. W W W W W W Y Y 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 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 W W W V 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 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 P1-5 ''//�L� ` 696 ; 677 W W W W W W �J Y W 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 W W W W W W W W Y W W W W W W W W W W W a W W W7� g {' W W W W W W 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 Y 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 WW WY WWW WWWW WWWW WYWW WWWW WWWW WWY-.f=S� WW�WWWW WWWW WWWW WWWW WWWY WWWW WWYW WWWW WWWW WWWW WWWW W.WWL WWW WWWW WWW YWY G�W WWY WWWY WWW G`VWWWI/• WYWW/JWWW✓ /WWWW WWWW WWWW W WWWW W WWWW W WWWW W WWWW Y WWWW W VWWW- W WWWW Y WWWW Y WWWW W WWWW W WWWW W WYWW W WWWW W WWWW W WWWW W WWWW W WWWW Y WWWW W WWWW W WWWY W WWWW W WWW.1- W WWWW Y WWWW W WWWW W WWWW W WWWW W WWW`L W WWWW W WWWW W WYWW W WWWW W WWW W WWW W WWW W WWW W YWW W WWW W WWW W WWW W WWY W WWW W WW (WW W WWW W W.Wa y' W W W W W W W Y W W Y W W W W W W Y W Y W W W W 9akt �""O6 yly/y�Y��+1 692 6 0,sco W W W - WW W 709 W W W W Y W W W W W W W W W W W W W W W W W Y W W Y W W W Y W Y W Y W Y W Y W Y W Y Y Y W W W W W Y W W 28 68W W W W W Y W YW s 68 / / / / W W Z W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 7 6/ 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 W W W W W W W W W W W W W W W W W a 7 711 it ;771122 7 �6 Y 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 W Y Y Y W W W W W W W W W W W W W W Y Y Y Y W Y W W LlS W W W W W W Y Y Y 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 Y W Y W Y Y Y W W W W W W W W 2� 7 ��J'M[j�� " T{1 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 W W W W W Y Y Y Y Y W Y W W Y W W jJ[S 713e J 71 / 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 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 W W W W Y W W Y W W J 404 VkILANDyS� W W W W W W ,�� PROTECTION FENCE W W WC',� 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 (CONSERVATION! W W W W W W W W W W W 722 71 Y W Y 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 Y Y W W W W W W Y W W Y SPACE) H W W Y Y Y W Y W Y W Y �� ! 71 MATCHLINE W W W W W W W W W W W W W Y W W W W W W W W Y Y Y Y Y Y Y Y W Y Y Y Y W Y W 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 4 SEE SHEET 9 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 Y 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 Y W Y W W W LL12 C 729 18 Y W W W Y 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 Y Y Y Y Y Y Y Y Y Y W W W W LW J 7 0 7 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 W W W W W W W W W W W W W W W W W W W W W W W W W 33 (� W W W W W W W W W W W W W W W W 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 W W W W W W W W W W '-�Q W 32/R,V / �701 W W W W W W W W W W W W W W 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 W W W W W Y W W W PI V W W Yt2 Ci 7-f1 ca / V�w Y Y W W •L W Y Y 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 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 J W 259 •]♦ /y W W W W W W Y 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 Y Y W W W W W W Y W W Y W W W W W Y W W W W Y W PI-7� o / / GRAPHIC SCALE PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES ( IN FEET ) 1 inch = 50 it. 1 I RmC m MmI IGVMR wR RF1Mhl1/RF imm W Amn TYPING A RCMIYAFR CNLF� A-7A—'li 2 REVISED TO ADD TREE PROTECTION FENCE 9-5-m 3 REVISED TO SHOW COASTAL WETLAND UNE AND ADD ESRMRINE SHORELINE 30 BUFFER & 75 AEC IJNE9 9-28-23 4 REVISED TO RETADVE E5 RINE SHORELINE 30 BUFFEEMM LINE I PHASE R & 775 AEC LINES, ADD MHW LINF & ADD 10-27-23 REV NO. DESCRIPTION DATE a9,0�\\ 1 i / MAGNETIC SPIKE SET r / \ NC GRID (NAD 83)N: 139,174.4373 \ 32 E:28 593 0393 \ \ \ ELEV: 10.31 NAVD88 \ \ 1 \ \ \ AMENITY AREA \ \ THE VILLAGE AT MOTT'S \\ LANDING PHASE 1 \ M.B. 53, PGS. 269-271 1 1 1I 1 1 1 ' Z I 599 1 °500 II ' � I I N z j602 0 0 � ImI / z Iu I v I Ga I � I I 1 1 I I I I I ' POND #1 I ) PUBLIC DRAINAGE EASEMENT COMMON AREA THEVILLAGE AT T'S LANDINGPHASE 1 M.B. 53, PGS- 269-271 r I / / 7h / 4 � a /mil 7 BF 4,4 NF b FCn0 qRk /= I 1gNp�4Of N ) F M B 60 pIIASf IT 7 S TREE REMOVAL & WETLAND IMPACT PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA GATE: 2-28-23 SCALE: DRAWN: JCb MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WUMINGTON, NORTH CAROLINA 28412 PRQIECT N0: Phone 910-392-5243 Email: jelfmalpass®bizec.mcom 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC 8 2020 SOUTH CHURCHILL DR SHEEP N0: WILMINGTON, NC 28403 PHONE 910-763-2629 OF: 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 . 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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 OPEN SPACE (178,253 SF) N 24°31'57" E 754.59' (TIE LINE) ---- / N F NNP IV -CAPE EAR RIVER, LLC MATCHLINE SEE SHEET 11 MAGNETIC SPIKE SET NC GRID (NAD 83) N:139,778.2790 \E:2,328,055.5120 ELEV: 6.65 NAVD88 \� f CID =1 I= 30' INLAND WATERBODY AEC PROPERTY LINE IS / � LI�� w� �III� II APPROX OF MOTTS / , / NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. 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DESCRIPNON DATE CONVEYANCES, OR SALES REVISIONS SITE 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: 1134 SHIPYARD BOULEVARD JBM WHMINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffinelpassObizec.mcom 355 Fez 910-392-5203 Idcense No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:1 Z 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE 910-763-2629 3 7 OF: CP S / / W 4- n /® \ �<"\ f 5805 RIVER ROAD / Q o F ` CAPE FEAR PUBLIC UTILITY4, AUTHORITY �sjs (�'/ /09 y�,y�i>`�'y \`\• MOTTS CREEK LIFT STATION 09106 570. 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ADDRESS TRC COMMENR, & RENUMBER SHEEP. 8-28-27 `I °�.:' s` rc,. a',. �• GTON, NORTH CAROLINA 26412 PROJECT N0: ®m PRELIMINARY PLAT ® NOT FOR RECORDATION, 2 REVISED TO ADD MISSING SSNH LA8F1S, NOVE F/H, & ADJUST WATER TEXT. 9-5-23 3 REVISED TO ADJUST UNSr CYNSTAL WERANO & UMa ADD ESRIARINE SHORELINE 30 BUFFER & 75' AEC UN6, gD1USf LOCO N OF EXISTING WATER MAIN, MOVE F/H, ADJUST WATER. ADD OPEN CUTS, BORE/RECEMNG/WPING PITS, & S CASING PIPE 9-28-23 4 RE'ASEO TO REMOVE ESTLURINE SHORn1NE 30' BUFFER & 75 AEC ONES, ADD NHW LINE, ADD 30 I LAND WATERBOOY AEC UNE & ADJUST UFFER UNE. 10-27-23 REV N0. DESCRIPTION DATE DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO:l 3 2020 SOUTH CHURCHILL DR WILMINGTON. 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W2=13', RAPw w / / \ w w w 11, w w w w .I, w w w w w IV w w IV(NCDOT STD. 876.02) 19/ '/ 1 l l? l F a / . / / Q / y / \ w v, w w 11,w w w w w w w w w IV w v, w w 11,1c%' l U r'w I TW=11.70 / .' f CO O 0 W 4-'I" / o Q/ e C( r SDMH-4 MyG 5g11W=675 fCr/c12.560 INV63R O kf rrVOP= v/INS=8.25 w w .I, w .I, w w w w .I, w w ww ;w0 PhgSe7 S "F NSF ti5 w / li i l w w w w w w o kfSF w w v w W w 14, TW=1220 w w w w w w II w w w w w 'F w w w v I TW=11.70-WSF� Gj 4F If Q \ LIMITS OF DISTURBANCE _ l � v� �„ ! /; ;j C) 12 -� SILT FENCE I v � = / y o' .�/ � U O , '" j r ---_ / h / J I I II mil N I I I I B30 B27 w 22 B24 B23 B22 B20 , W B21 NJ 12 87 12.87 alp 4• L,•_ 1287 �I_3 12.87 m lI �\ GRAPHIC SCALE l/ BfCCCOr /Z 3D D 5 I,ICtf� ON Rkf n a A NDINGf 4I IN FEET ( ) / �� e' 60 p gSF' 7 S 1 inch = 30 ft. ' / r v / '` \\y/ 1 REVISED TO ADJUST LAYOUT, ADDRESS TRC COMMENTS, &RENUMBER SHEET. PRELIMINARY PLAT K � F , , r% %i' �� i \ NOT FOR RECORDATION, J / // CONVEYANCES, OR SALES 8-28-23 2 I�y, WI`I 4Iwiw II III II I m 1 POND #1 PUBLIC DRAIN AGE EASEMENT COMMON AREA THE VILLAGE AT MOT T'S LANDING PHASE 1 M.B. 53, PGS. 269-271 w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w �w, ww ;?L v w w�. I ;w INV-THE=3.68 - 0.:: w__�a•_�� X5 1/62X x11.7 - - J111-.135� 4 . ~ ti 9 S12.87 Q_=11 SSMH-2B11 T.06 INV-NN S)=3.78 w 15° RCP w w w w w w w w w w w w d s 24'•RCR` ti MH-9 ti 1 p' o o f mo 00 / I w 11, w w w w w w w w w w w v, w w w^ w w 11.87 p = .53 ° INV N& 6.63 ° 15° w w w w w 11, w w w w w w w w w �` w w "�, w w `\ w RCP w w w w w w w w .I, w 11,w w w IV 11, o DI-9 12.87 % oin 0 / w w w w w w w w w w w w w w w w w w w TOP-11.60 NVV�=8.78 1287 w w w w w w .I, .I, w , , r w / INV�E�.7.9D B12 11, w w w w u11,- W. w w w w w w w w w w w w w w w w l,'w� '. 1W=1220 U 3 c,r W w w w w w w w w w w w w w .I w v w v w w w w w w w w All .I, w w w w w ww w w w w III w w w w 11, w IV w III w UT LITY EASEMENT (W1Dl`t,l, SRIE$) C..Q-� w w IV 11, 11, w All w '11 IV w w w w w/T\W--6.510 w 614Lh - /CID w v, .I, 11, w 11, 11, 11, 11, 11, w w .I, / w w w w w w w w w w w .I, w w w W w L� v, I 'v IC. U w A / o w w w w w w w w w w w w w w w w w B15 I, oo� �' A Q o mti 12.87 .r rIgX i y ii w w w 11,11,IL" w w w w w w w 11,w ;/v, w Q .-7 W. N III s w w w w w w w w w w w w w w w w w v, w w w w w w w w vl i j a B166fCCCOr 12 w w w J, v, w w v, w .I, .I, v, w v, % w w w f I r i W.. w¢ J ti I% // l l rHf SfC Y pq jf�'/Jwl M NDN�EO T6 kf w w w v, w .I, w w w w w .I, w v, w w w p5'. I _: ,I . C O.: •- � Iv I / 4� /I /' / /, - / / / / e Sg P Hq SiF 7 S ro• B17'''4N-' / G. 291 w w w w w w w w w w w w w w w �' 1287_, _` N I W m ;'/ G' 6? l l 8 12.87; ` w w w w w 11, w w w w w w w w w w w _ o J 12.4.50 w w w w w 11, w w w w 11, w 11,SSMH 33 Cw w w TW 6.50 ° B18 TOP-- 11 59 r C, w w w w w w w IV w w w w w w w V w w INV-IN((SYY��=46 LIMITS OF DISTURBANCE INV-OUT(JN 0 •. �I-W.M.' I I w , ', / ; w w w w w w w w w 11,.I, w w w W " /y 'v" 12.87 S p I 7 SILT FENCE �` w w w w w w w w w w w w w w III, '1"TW-12.20 w w w v w w w w w w w w w w w w v w w 619 r•: rr... .: V 4. f/ w w w w w w w w w w w w w w w It, w w w 12.87 wM o C0 w w w w w w w w ✓ w w w w w w w w / C -22 IQ OjRkfCq/ fN ww w 7 6.INCq 1MATCHw sco 60 NgSE- rs w 11, w w w 11, w w w 1/ w 11, w TW=11.70 w y PG53 1 w SSE SHEET TIDS 6 6w w ww (CONSERVATION"' w '11 TOPF11.8w o w IN W -8.05. 3 o w w v, w w v, w w w w .I, .I, w w w w v,��WSF w ✓ 11" 11, w 11, IV w w w w 11, w w w 11, w INV=7.00 w ,, 2-18° RCP,/ y ./ \\ $N, m / \ w w w / w w w 11, 11,w w w w w `P w w WI=7'. W2=13', RAPw w / / \ w w w 11, w w w w .I, w w w w w IV w w IV(NCDOT STD. 876.02) 19/ '/ 1 l l? l F a / . / / Q / y / \ w v, w w 11,w w w w w w w w w IV w v, w w 11,1c%' l U r'w I TW=11.70 / .' f CO O 0 W 4-'I" / o Q/ e C( r SDMH-4 MyG 5g11W=675 fCr/c12.560 INV63R O kf rrVOP= v/INS=8.25 w w .I, w .I, w w w w .I, w w ww ;w0 PhgSe7 S "F NSF ti5 w / li i l w w w w w w o kfSF w w v w W w 14, TW=1220 w w w w w w II w w w w w 'F w w w v I TW=11.70-WSF� Gj 4F If Q \ LIMITS OF DISTURBANCE _ l � v� �„ ! /; ;j C) 12 -� SILT FENCE I v � = / y o' .�/ � U O , '" j r ---_ / h / J I I II mil N I I I I B30 B27 w 22 B24 B23 B22 B20 , W B21 NJ 12 87 12.87 alp 4• L,•_ 1287 �I_3 12.87 m lI �\ GRAPHIC SCALE l/ BfCCCOr /Z 3D D 5 I,ICtf� ON Rkf n a A NDINGf 4I IN FEET ( ) / �� e' 60 p gSF' 7 S 1 inch = 30 ft. ' / r v / '` \\y/ 1 REVISED TO ADJUST LAYOUT, ADDRESS TRC COMMENTS, &RENUMBER SHEET. PRELIMINARY PLAT K � F , , r% %i' �� i \ NOT FOR RECORDATION, J / // CONVEYANCES, OR SALES 8-28-23 2 POND #1 PUBLIC DRAIN AGE EASEMENT COMMON AREA THE VILLAGE AT MOT T'S LANDING PHASE 1 M.B. 53, PGS. 269-271 w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w �w, ww ;?L v w w�. I ;w INV-THE=3.68 - 0.:: w__�a•_�� X5 1/62X x11.7 - - J111-.135� 4 . ~ ti 9 S12.87 Q_=11 SSMH-2B11 T.06 INV-NN S)=3.78 w 15° RCP w w w w w w w w w w w w d s 24'•RCR` ti MH-9 ti 1 p' o o f mo 00 / I w 11, w w w w w w w w w w w v, w w w^ w w 11.87 p = .53 ° INV N& 6.63 ° 15° w w w w w 11, w w w w w w w w w �` w w "�, w w `\ w RCP w w w w w w w w .I, w 11,w w w IV 11, o DI-9 12.87 % oin 0 / w w w w w w w w w w w w w w w w w w w TOP-11.60 NVV�=8.78 1287 w w w w w w .I, .I, w , , r w / INV�E�.7.9D B12 11, w w w w u11,- W. w w w w w w w w w w w w w w w w l,'w� '. 1W=1220 U 3 c,r W w w w w w w w w w w w w w .I w v w v w w w w w w w w All .I, w w w w w ww w w w w III w w w w 11, w IV w III w UT LITY EASEMENT (W1Dl`t,l, SRIE$) C..Q-� w w IV 11, 11, w All w '11 IV w w w w w/T\W--6.510 w 614Lh - /CID w v, .I, 11, w 11, 11, 11, 11, 11, w w .I, / w w w w w w w w w w w .I, w w w W w L� v, I 'v IC. U w A / o w w w w w w w w w w w w w w w w w B15 I, oo� �' A Q o mti 12.87 .r rIgX i y ii w w w 11,11,IL" w w w w w w w 11,w ;/v, w Q .-7 W. N III s w w w w w w w w w w w w w w w w w v, w w w w w w w w vl i j a B166fCCCOr 12 w w w J, v, w w v, w .I, .I, v, w v, % w w w f I r i W.. w¢ J ti I% // l l rHf SfC Y pq jf�'/Jwl M NDN�EO T6 kf w w w v, w .I, w w w w w .I, w v, w w w p5'. I _: ,I . C O.: •- � Iv I / 4� /I /' / /, - / / / / e Sg P Hq SiF 7 S ro• B17'''4N-' / G. 291 w w w w w w w w w w w w w w w �' 1287_, _` N I W m ;'/ G' 6? l l 8 12.87; ` w w w w w 11, w w w w w w w w w w w _ o J 12.4.50 w w w w w 11, w w w w 11, w 11,SSMH 33 Cw w w TW 6.50 ° B18 TOP-- 11 59 r C, w w w w w w w IV w w w w w w w V w w INV-IN((SYY��=46 LIMITS OF DISTURBANCE INV-OUT(JN 0 •. �I-W.M.' I I w , ', / ; w w w w w w w w w 11,.I, w w w W " /y 'v" 12.87 S p I 7 SILT FENCE �` w w w w w w w w w w w w w w III, '1"TW-12.20 w w w v w w w w w w w w w w w w v w w 619 r•: rr... .: V 4. f/ w w w w w w w w w w w w w w w It, w w w 12.87 wM o C0 w w w w w w w w ✓ w w w w w w w w / C -22 IQ OjRkfCq/ fN ww w 7 6.INCq 1MATCHw sco 60 NgSE- rs w 11, w w w 11, w w w 1/ w 11, w TW=11.70 w y PG53 1 w SSE SHEET TIDS 6 6w w ww (CONSERVATION"' w '11 TOPF11.8w o w IN W -8.05. 3 o w w v, w w v, w w w w .I, .I, w w w w v,��WSF w ✓ 11" 11, w 11, IV w w w w 11, w w w 11, w INV=7.00 w ,, 2-18° RCP,/ y ./ \\ $N, m / \ w w w / w w w 11, 11,w w w w w `P w w WI=7'. W2=13', RAPw w / / \ w w w 11, w w w w .I, w w w w w IV w w IV(NCDOT STD. 876.02) 19/ '/ 1 l l? l F a / . / / Q / y / \ w v, w w 11,w w w w w w w w w IV w v, w w 11,1c%' l U r'w I TW=11.70 / .' f CO O 0 W 4-'I" / o Q/ e C( r SDMH-4 MyG 5g11W=675 fCr/c12.560 INV63R O kf rrVOP= v/INS=8.25 w w .I, w .I, w w w w .I, w w ww ;w0 PhgSe7 S "F NSF ti5 w / li i l w w w w w w o kfSF w w v w W w 14, TW=1220 w w w w w w II w w w w w 'F w w w v I TW=11.70-WSF� Gj 4F If Q \ LIMITS OF DISTURBANCE _ l � v� �„ ! /; ;j C) 12 -� SILT FENCE I v � = / y o' .�/ � U O , '" j r ---_ / h / J I I II mil N I I I I B30 B27 w 22 B24 B23 B22 B20 , W B21 NJ 12 87 12.87 alp 4• L,•_ 1287 �I_3 12.87 m lI �\ GRAPHIC SCALE l/ BfCCCOr /Z 3D D 5 I,ICtf� ON Rkf n a A NDINGf 4I IN FEET ( ) / �� e' 60 p gSF' 7 S 1 inch = 30 ft. ' / r v / '` \\y/ 1 REVISED TO ADJUST LAYOUT, ADDRESS TRC COMMENTS, &RENUMBER SHEET. PRELIMINARY PLAT K � F , , r% %i' �� i \ NOT FOR RECORDATION, J / // CONVEYANCES, OR SALES 8-28-23 2 REVISED TO ADJUST W/L SIZE & STORM DRAIN INVERTS. 9-5-23 3 ORADJUST UMWAA PITS UNEIYPE, ADJU& STEEL ST LOCATION OF EXISTING WATER MAIN, ADJUST WATER, AND ADO REMSEDTO 9-28-23 REV NO. DESCRIPTION DATE CAPE FEAR PUBLIC UTILITY AUTHORITYSTANDARD NOTES: 1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES. STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. 4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED 14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. NOTE: SEE ROOF DOWNSPOUT PIPING PLAN ON SHEET 24 FOR ROOF DOWNSPOUT PIPING LABELS. NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. DATE: 2-28-23 SCALE: 1 "=30' DRAWN: JCB 1113�T�YARD BOASS ULEVARD ENGINEERING & SURVEYING, P.C. CHECKED: JBM -.'`•3'`a ` i t,� R •'s WII.MQdGTON, NORTH CAROLINA 28412 PROJECT N0: Phone 910-392-5243 Email: jeffmalpass®bizec.rr.com 355 Q 2�2023 "' e s Fax 910-392-5203 License No. C-2320 - • n nS ••Q,..C�, DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:1 4 2020 SOUTH CHURCHILL DR ''/y.' �' »�`' �•J' �" WILMINGTON, NC 28403 PHONE: 910-763-2629 OF: EROSION CONTROL, STORMWATER, & UTILITY PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA B31 o r>r 7 � N 11.20 X X �x + 10.92 10.92 11.16x X11.16 �I 10.92 10.92 1x1.12 �x DI-18 11.48--------- - -� Ln x (61 T 2'S - X12,02 x x11.7X11.78 l P ' v rnQ , a. W � OO a ' V V v � c 11.86 a � J a n v v . m 1 a ° ENLARGED GRADING AT/NEAR DI-18 SCALE: 1 "=10' ,> N 1> N /�-11 .g4 �1 1 -70 of-11 O 11.67 11.55 11.48 �1.73 x x / Q0 a N DI-8 A `x X11.30 'v- a . `11.02 11.02 11.26X X11.26 1.02 11.02 1x11 x x .30 X d R ^ I ENLARGED GRADING AT DI-8 SCALE: 1 "=10' GOLDEN PLOVER LANE L\I I Ia L\I 11.35 i� DI-17 11.19X o x X11.21 11:35 N N X 11.12 _x o x px,11.14 03 w N 0) N 3 11.41 11.37 gg 11.53 . 11.61 1 ° N DI-7 M 'v- �x X 11.20 - r- 10.92 10.92 11.16X X11.16 10.92 10.92 x X X 11.19 N ENLARGED GRADING AT DI-7 SCALE: 1 "=10' jr It 0 0' rn e 11.60 11.89 11.58 0 ,,.,9 \'a a 11.20 11.54 DI-15 x N X'wx _ 11.35 11.12xXp-X-11.13` J N r N N O O \,11.35 .5 4 65 11.39X Ncv •�B • 99 1; 1 3 3 5X ! 10.0 1 XN 1 • 99 1 `54- 8 1� 1( .651 -6 0 a. O g01' -/- a 00 11.52 ALEXANDRA LANE S ISLAND CUT O 11.21 11 �5® s. c 11.178 46X DI-14 11.08 X x o X 11.11 <♦ 11.01 x x 6.11.04co co 11 `( Co -N 1.60 11.35 1162 ENLARGED GRADING AT DI-14 & DI-15. & ALEXANDRA LANE DRIVEWAY SCALE: 1 "=10' LO \_ s� d 07 4\ � -,n- a - 4 0 a - aV .4 11.44x X x X 11.70 11.62 11.96 11.95 11.70 11.60 11,44X � X 1-: X,,.45 ;-DI-13 a J 11.41x 11.17 X11=41 �/ /� x X o 11.17 ,,.,7 11. 37 xr x n x 11.38 11.44 X X -4- � � DI-12 11.70 / \ 11.94 x 12.02 11.89 x11.82 11.70 11.63 x 8 �I l A TV V ' N ENLARGED GRADING AT/NEAR DI-12 & DI-13 SCALE: 1 "=10' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. CONWURS AT DRIVEWAY. , ENLARGED GRADING PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROUNA D DATE 8-28-23 SCALE: 1"=10' DRAWN: JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WB.MINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeHmalpms®bizec.TT.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER AFIEW PROPERTIES, U-C SHEEP N0: 16 2020 SOUTH CHRUCHILL DR NUJINGTON, NC 28403 PHONE: 910-763-2629 OF: ---------------- C ' ` vV� 12.87 • f0 e -------------- c b a 4 a \ a L p I ^ L 4� NtA ° ° 4 11.77 4 ° N X X ,,.61• ° 11.70 11.19 x X -x 10.92 10.92 11.37 11;.'4 5 A 11.16 x x 11.16 �/ �/ ' ^ 10.92 10.92 /� /� ' J 11.19 x x a� N DI-4 11.7 0 e X ; X 11.6Ln °. 1J:77 a O � O � p G � O A a p p a p a ' e M a -. 8 7 1,2 A 00 w N ENLARGED GRADING AT/NEAR DI - SCALE: 1 "=10' N A ° a L 1 a L T- 11.19 x X x 10.92 10.92 11.16x x11,¢ ° 10.92 Mk x x 1.1.19 rn JA DI-1 A ° A ° ,12.87 12.87 a I 4 . a L\ C b4 ' b L 4 . 11.35 11.19 m rn `T1.20 DI-5 x�ox O x 11.12(n 6011.13 N 11.3 5", p a .3 2.87 X X11.69 *r 11.49 �11.59 't p? LO M M 11.37 11.45 11.27X�� X �\X/,�,� ZI X X DI-2 ' 11.35 11.34x?';A-. •, /V \ X X 11.7 0 Ln 11.7Lo O v o c ' 0]Lq p a N a m ° a e o. SCALE: 1 ENLARGED GRADING AT DI-6 SCALE: 1 "=10' GRAPHIC SCALE ENLARGED GRADING PLAN 8 28-23 0 0 5 a zo ,� ALEXANDRA PLACE SCALE: AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 1"=10' FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN: ( IN FEET ) 1 inch = 10 & JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED 1134 SHIPYARD BOULEVARD JBM WR2MINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass®bizec.mcom 355 Fax 910-392-6203 License No. C-2320 PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES 32 i qp DEVELOPER: AFIEW PROPERTIES, LLC SHEET N0: 17 2020 SOUTH CHRUCHILL DR MLNINGTON, NC 28403 PHONE 91G-763-2629 OF: Permanent Seedina Specifications #6.11 - Specifications (Specifictions are as per the "Erosion and Sediment Control Planning and Design Manual" of the state of North Carolina) Table 6.11p - Seeding No. 1CP for., Well -to Poorly Drained soils with Good Moisture Retention; Low Maintenance Seeding mixture Species Rate (lb/acre) Tall fescue 80 Pensacola Bahiagrass 50 Sericea lespedeza 30 Kobe lespedeza 10 Seeding Notes 1. From Sept. 1 - Mar. 1, use unscarified sericea seed 2. On poorly drained sites omit sericea and increase Kobe to 30 lb/acre. 3. Where a neat appearance is desired, omit sericea and increase Kobe to 40 lb/acre. Nurse plants Between Apr. 15 & Aug. 15, add 10 lb/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or after Aug. 15, add 25 lb/acre rye (grain). Seeding dates Best Possible Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30 Fail: Sept. 1 - Sept. 30 Sept. 1 - Oct. 31 Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 Ib/ccre ground agricultural limestone (use the lower rate on sandy soils) and 1,000 Ib/acre 10-10-10 fertilizer. Mulch - Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance - If growth is less than fully adequate, refertilize in the second year, according to soil tests or topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture. Reseed, fertilize, and mulch damaged areas immediately. Table 6.11q - Seeding No. 2CP for: Well -to Poorly Drained soils with Good Moisture Retention; High Maintenance Seeding mixture Species Rate (lb/acre) Tall fescue (blend of two or three improved varieties) 200 Rye (grain) 25 Seeding dates Best: Sept. 15 - Oct 15 Possible: Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30 Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/acre ground agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer. Mulch - Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance - Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or Feb., 40 lb in Sept., and 40 lb in Nov., from a 12-4-8 , 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during warm weather, as this incenses stand losses to disease. Reseed, fertilize, and mulch damaged areas immediately. Mow to a height of 2.5-3.5 inches as needed. Table 6.Itr - Seeding No. 3CP for. Dry Sands to Sandy Looms; High Maintenance, Fine Turf Seeding mixture Species Rate (b 1.000 ft�2) Tifway or Tifway II Minimum: 3 hybrid Bermudagrass Rapid cover: 10 Seeding Notes 1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment. Sod must be kept well watered for 2-3 weeks, but can be planted earlier or later than sprigs. 2. Common Bermuda can be seeded or sprigged but does not produce a high -quality turf. It is also less cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings. Planting dates Apr. - July Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 lb/acre nitrogen from turf -type slow -release fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week intervals through midsummer. Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand. Furrows should be 4-6 inches deep and 2 it apart Place sprigs about 2 It apart in the row with one end at or above ground level (Figure 6.11d). Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of soil with a disk set straight so that sprigs are not brought back toward the surface. Mulch - Do not mulch. Maintenance - Water as needed and mow to 3/4- to 1-inch height. Topdress with 40 lb/acre nitrogen in Apr., 50 lb in May, 50 lb in June, 30 lb in July, and 25-50 lb in Aug. Table 6.11s - Seeding No. 4CP for: Well -Drained Sandy Looms to Dry Sands, Coastal Plain and Eastern Edge of Piedmont; Low -to Medium -Care Lawns Seeding mixture Species Bata Centipedegrass 10-20 lb/acre (seed) or 33 bu/acre (sprigs) Seeding dates Mar. - June (Sprigging can be done through July where water is available for irrigation.) Soil amendments - Apply lime and fertilizer according to soil tests, or apply 300 lb/acre 10-10-10. Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand. Furrows should be 4-6 in ches deep and 2 ft apart. Place sprigs about 2 It apart in the row with one end at or above ground level (Figure 6.11d) Broadcast at rates shwon above, and press sprigs into the top 1/2-2 inches of soil with a disk set straight so that sprigs are not brought back toward the surface. Mulch - Do not mulch. Maintenance - Fertilize very sparingly - 20 lb/acre nitrogen in spring with no phosphorus. Centipedegrass cannot tolerate high pH or excess fertilizer. Table 6.11t - Seeding No. 5CP for. Well -Drained .Sandy Looms to Dry Sands; Low Maintenance Seeding mixture Species Rate (lb/acre) Pensacola Bahiagrass 50 Sericea lespedeza 30 Common Bermudagrass 10 German millet 10 Seeding Notes 1. Where a neat appearance is desired, omit sericea. 2. Use common Bermuda only on isolated sites where it cannot become a pest. Bermudagrass may be replaced with 5 lb/acre centipedegrass. Seeding dates Apr. 1 - July 15 Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer. Mulch - Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking with asphalt, roving, or netting. or by crimping with a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch ancoring tool. Maintenance - Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat as growth requires. May be mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often as need. Table 6.11v - Seeding No. 7CP for: Grass -lined Channels; Coastal Plain, Lower Piedmont, and Dry Soils in the Central Piedmont Seeding mixture Species Rate (lb/acre) Common Bermudagrass 40-80 (1-2 lb/1,000 ft-2) Seeding dates Coastal Plain: Apr. - July Piedmont: Apr. 15 - June 30 Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10. fertilizer. Mulch - Use jute, excelsior matting, or other effective channel lining material to cover the bottom of channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side slopes above this height, and in drainages not requiring temporary linings, apply 4,000 lb/acre grain straw and anchor straw by stapling netting over the top. Mulch and anchoring materials must not be allowed to wash down slopes where they can clog drainage devices. Maintenance - A minimum of 3 weeks is required for establishment. Inspect and repair mulch frequently. Refertilize the following Apr. with 50 lb/acre nitrogen. to Appendix 8.02 for botanical names. Temporary Seeding. Specifications #6.10 - Specifications (Specifications are as per the "Erosion and Sediment Control Planning and Design Manual" of the state of North Carolina) Table 6:10a - Temporary Seeding Recommendations for Late Winter and Early Spring Seeding Mixture Species Rate (lb/acre) Rye (grain) 120 Annual lespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains) 50 Omit annual lespedeza when duration of temporary cover is not to extend beyond June. Seeding dates Mountains - Above 2500 ft Feb. 15-May 15 Below 2500 ft: Feb. 1-May 1 Piedmont - Jan. 1-May 1 Coastal Plain - Dec. 1-Apr. 15 Soil amendments - Follow recommendations of soil tests or apply 2.000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance - Refertilize if growth is not fuily adequate. Reseed, refertilize and mulch immediately following erosion or other damage. Table 6.10b Temporary seeding Recommendations for Summer Seeding mixture Species Rate (lb/acre) German millet 40 In the Piedmont and Mountains, a small -stemmed Sudangrass may be substituted at a rate of 50 lb/acre. Seeding dates Mountains - May 15-Aug. 15 Piedmont - May 1-Aug. 15 Coastal Plain - Apr. 15-Aug. 15 Soil amendments - Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. Mulch - Apply 4000 lb/acre acre straw. Anchor straw b tacking with asphalt, netting, or a mulch anchorin tool. A disk with PPY / Y 9 P 9. 9 blades set nearly straight can be used as a mulch anchoring tool. Maintenance - Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. Table 6.10c Temporary Seeding Recommendations for Fall Seeding mixture Species Rate (lb/acre) Rye (grain) 120 Seeding dates Mountions - Aug. 15-Dec. 30 Coastal Plain and Piedmont - Aug. 15-Dec. 30 Soil amendments - Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and 1.000 lb/acre 10-10-10 fertilizer. Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance - Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. WATER ENTRY UNIT �VATH TRASH SCREEN GENERAL NOTES: I. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDIIRONS WARRANT A CHANGE. 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION ORIFICE OPENING INSIDE THE INSTALLED. 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE �I-IORIZONTAL TUBE WITH A DISCHARGE END OF THE PIPE. CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE ILE 40 PVC PIPE L OR ARM) ARTHEN EMBANKMENT MAXIMUM HEIGHT OF FLOAT WHEN NO ERGENCY SPILLWAY OTHER STORM WATER DISCHARGE PENINGS EXIST _E HOSE (MAJOR STORM EVENT) INVERT OF LOWEST STORM PVC VENT GRATE ATER DISCHARGE OPENING IPE (MINOR STORM EVENT) OAT ....... ...... FLEXIBLE HOSE MUST BE SECURELY FASTENED TO PIPE STORM WATER E WATER QUALITY 1/ DISCHARGE DISCHARGE OPENING OPENING OUTLET PIPE\ ABLE HOSE L = 1.4 X DEPTH TO THE OVERFLOW MINIMUM LENGTH APPLIES [NTRY UNIT 40 PVC PIPE OR ARM) END VIEW SIDE VIEW MAINTAIN DEPRESSION TO (NO SCALE) MINIMIZE CHANCE OF SKIMMER BECOMING STUCK DRAWN BY T. R. EVANS 10/10 FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH OUTLET J. W. FIRCLOH I SON INC. TELEPHONE' 919)732 124 STRUCTURE COM TELEPHONE () 73 73266 FAX: (919) 732-12KI EMAIL: WARRENaFAIRCLOTHSKIMMER.COM 0 nzi ¢77V NOTES oorn=z 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE x TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. ZO�QQ 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. ao PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 11' 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE LI CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W BE DETERMINED BY THE ENGINEER. V 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED z BY THE ENGINEER. o 9 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. ca _ z p1 o w N o r cc N H N Z C7 3 E J QUj NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE O TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS (FROM NCDEQ EROSION & SEDIMENT CONTROL PLANNING & DESIGN MANUAL) TEST MATERIAL UNITS SUPPORTED' UN -SUPPORTED TYPE OF SILT FENCE SILT FENCE VALUE GRAB STRENGTH ASTM D 4632 N (LBS) MACHINE DIRECTION 400 550 MARV (90) (90) X-MACHINE DIRECTION 400 450 MARV (90) (90) PERMIrnwY2 ASTM D 4491 sec-1 0.05 0.05 MARV APPARENT OPENING SIZE ASTM D 4751 mm 0.60 0.60 MAX. ARV 3 (US SIEVE #) (30) (30) ULTRAVIOLET STABILITY ASTM D 4355 % RETAINED 70% AFTER 500h 70% AFTER 500h TYPICAL STRENGTH OF EXPOSURE OF EXPOSURE 1 SILT FENCE SUPPORT SHALL CONSIST OF 14 GAGE STEEL WIRE WITH A MESH SPACING OF 150 mm (6 INCHES), OR PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH. 2 THESE DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A VARIETY OF SEDIMENT. FOR ENVIRONMENTALLY SENSITIVE AREAS, A REVIEW OF PREVIOUS EXPERIENCE AND/OR SITE OR REGIONALLY SPECIFIC GEOTEX11LE TESTS IN ACCORDANCE WITH TEST METHOD D 5141 SHOULD BE PERFORMED BY THE AGENCY TO CONFIRM SUITABILITY OF THESE REQUIREMENTS. 3 AS MEASURED IN ACCORDANCE WITH TEST METHOD D 4632. STEEL POST (1.25 LB/LINEAR FT MINIMUM STEEL WITH MINIMUM LENGTH OF 5 FEET) OUTLET W/DITCH OUTLET W/O DITCH D CLASS 'S' RIP RAP CLASS I RIP RAP CLASS'S' RIP RAP I CLASS I RIP RAP TONS -= B.Y. TONS -y TONS T _e S.Y. TONS T _ c 12" 2 5 5 2 5 1 4 2 1 4 15" 2 7 7 3 7 1 5 3 2 6 is,, 3 10 9 4 10 2 7 4 2 8 24" 5 14 15 7 15 3 11 7 4 12 30" 6 21 21 11 22 5 16 11 7 17 361" 11 28 29 15 30 7 22 16 10 23 42'" 15 97 39 20 39 10 28 22 13 30 48" 49 26 50 28 17 38 54'" 60 33 82 - 36 21 47 60'" 73 40 75 44 26 56 66" 87 48 1 89 54 1 32 67 72" 102 1 64 1 38 76 NOTE: FOR CALCULATION PURPOSES CLASS 'B' RIP RAP = CLASS I RIP RAP = A--iJ PLAN •..t.^� \ 1�. i �\,`+�� \fir �; SECTION A -A PIPE OUTLET WITH DITCH H= RIP RAP TO ,- , SHOWNT= 15- CLASS I RIP RAP, UNLESS OTHERWISE ON PLANS T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS .TER FABRIC I d GROUND LINE a FILL SLOP NOTES: , OD 1. FILTER FABRIC SHALL BE A MINIMUM OF 4 36" IN WIDTH AND SHALL BE FASTENED MR. ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER o / 2. STEEL POST SHALL BE 5' 0" IN HEIGHT ao STEELAND BElYOPE 8" MINA SELF FASTENER ANGLE w V \ \\ 3. IF STANDARD STRENGTH FILTER FABRIC IS \ USED THEN A 14 GAGE STEEL WIRE WITHA MESH SPACING OF 6 INCHES, OR /\ PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH, SHALL BE USED, \ ANCHOR NCH R FIL R FABRIC SKIRT BY THE ENGINEER & POST SPACING MAY BE A MAXIMUM OF \ \AS 8 FEET APART. GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NOT TO SCALE 4 X D J SECTION B-B PIPE OUTLET WITHOUT DITCH +UGE NARE CLOTH MESH OPENINGS) WASHED STONE NOTES: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. HARDWARE CLOTH & GRAVEL INLET PROTECTION DETAIL NOT TO SCALE BAG PLACED ON AGGREGATE OR STRAW 15.0' I DIRTBAG® 1510' (ACF DB55 DIRTBAG) TOP VIEW HIGH STRENGTH DOUBLE STITCHED "J" TYPE SEAMS uoQou •It • •L �'1� 1�o 0 11�11�11.� ' • • r. nY-rn=�r ..n 1 SIDE VIEW 'v`llllIJ.LxH. HIGH STRENGTH STRAP FOR HOLDING HOSE IN PLACE DISCHARGE HOSE OPENING TO ACCOMODATE UP TO 4" DISCHARGE HOSE NOTES: 1. DIRTBAG® IS A TEMPORARY EROSION CONTROL DEVICE THAT IS TO BE USED DURING CONSTRUCTION OF WET PONDS WHEN DEWATERING. IF DISCHARGE FROM DEWATERING IS CLEAR, THEN USE OF DIRTBAGO IS NOT REQUIRED. 2, SEE EROSION CONTROL PLAN FOR LOCATION TO PLACE DIRTBAG® FOR EACH WET POND. 3. REMOVE DIRTBAG® ONCE RESPECTIVE WET POND CONSTRUCTION IS COMPLETE. DIRTBAG® DETAIL NOT TO SCALE z oy " dE, n.J•+Z oomx F-U�OZ ¢ ¢ �y F- WH yOJ oom¢ z ?¢ aN wo 0 N f- W r F o O LL an W z a- aa o Q 0 ¢ a N 1 H o U. cc C H CR MAINTENANCE PLAN 1. ALL EROSION CONTROL MEASURES WILL BE CHECKED EVERY 7 DAYS OR AFTER EACH RAIN PRODUCING '/h INCHES OR MORE WHICH EVER COMES FIRST. 2. SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCES WHERE SEDIMENT IS 0.5 FEET DEEP AND REPAIR FABRIC IF TORN, LEAKING OR FAILING. 3. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 4. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY OR IF THE ROCK IS DISLODGED. 5. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBAKMENT TO SLIGHTLY ABOVE GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABIUZE PROPERLY. 6. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. 7. RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. S. ROCK DAM: CHECK SEDIMENT AFTER EACH RAINFALL REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT RAINSTORM AND REPAIR IMMEDIATELY. 9. INSPECT ALL MULCHES PERIODICALLY AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. 10. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BEIWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 11. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. 12. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Yz INCH OR GREATER) RAINFALL EVENT. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 13. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 14. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE. ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. 15. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. SEE GROUND STABILIZATION CHART FOR STABILIZATION TIME FRAME - EROSION CONTROL & STORMWATER DETAIL SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROUNA DATE: 8-28-23 SCALE: N.T.S. DRAWN: JCB Xii%l i44911 MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: g1'\�1Lt� �i77/r Q' •' " '(ti"Z+txs 1134 SHIPYARD BOUI"ARD WILHNGTON, NORTH CAROLINA 28412 JBM t= • Phone 910-392-5243 EmeD: jeffmatpms®bizec.m.com PROJECT NO: ��9-5 2023"• Fax 910-392-5203 license No. C-2320 355 a SEAL Lt 5 „D3a,g C w �'• DEVELOPER: AFTEW PROPERTIES, LLC 2020 SOUTH CHRUCHILL DR SHEEP N0:1 8 ��y1*• gy,`EI*� 91DN. 8 �'�f(aueil HONE -763 629 oF: 3 7 t$ttt�l