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HomeMy WebLinkAboutPreliminary Plat Approval. G \ - . . SGS jr:. N OTE . WELL �sa1: WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER . 1.}~ GS\ CP .,. \ ,—MAGNETIC SPIKE Si=i . PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND NC GRID (NAD 83) . . _ . . 1/\ / . . - N:139,778.2790 / IMPACT PLAN \ E:2,328,055.5120 . . rS'\ ` ELEV: 6.65 NAVDB$ / / . / . . / . . . . . . . . . .,.,.,. . . . ,,% X . Z . . . . / til �r jt . `♦` " �j 1J \`\ l .. . . s l .1 . . D. : .... . . . . . . . - ., :--.---.j ',�. \ . - I �, V . . . . . . . . . .. . .. . . . - '_ - . - - - - - - - - . ./ \ \ .. . 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N..... -. .r. ....... . ... ..-..., .Y. -.1..... . .. . ..... .. ..W.... -. . -...�. .... ..m-.. ... -... . ..� .�� w. .. :.. / .. �... .. ..- ... . .'.` `.` ` a W 3�5}�Vr-D ESM MAGNETIC SPIKE SET . - r `.1 , 30 r ,04 5 - NC GRID (NAD 83) . �.(�iN� f 92, ­ N:139�,174.4373: . - PROp�R. 3" e 322•-3 - . \ E:2,328,593.0393 - . Cp 73033 _ - _ •' A ELEV: 10.31 NAVD68 . . N _ r . N 09°26'17" E 236.29' (TIE LINE) EIP - _ _ - ` 1 e3x . . . . '.'« � t 7°3� 5 + r r - - - , - - - . N 48034'58" E 498.7T (TIE LINE) _A``..`_++-rrr•- - - • - - .`.♦,'. • r r r I . ' •. r r _ / EIP _"-' -`r'- _ `.`. .a .`.` . ..' - . D - . r . - _ - I: _ - - l- % NS •' `.r. . ��-Np6 A,�2 . .-._ -. - _ .. - - _ . „e =1_ _ _ _ .P - - - - - - ICe . ------ --- - (1 . � _ . ... .. - w . . . - . . y . . . .. . . - _ `+` . - _ - _ - `•` as rc Bz Bl . s - . • . . r _ _ `r ` a `a • - - - - _ - _ _ CP `.` _ ♦ _ .`_ .- _ - . ` - - _ I . . '., _ - _ _ - - . . . . .. - - - _ . e�. . - ♦ . . . . . . .-. . ._:. .-. ::. 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N r i _ _ . _ -`- - . . . -.617 t _ I� tjgn� .. -T`. - .a ♦. r _ r ' - r ` _ -WETLANDS• ' - a B18 �;'u /Y,— ' l� -� • + . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . � . . . ... . . . . . . . . . . . . fs� . . . . . . . ... .. .. ... . . .. !. . �. . %..... ... .. . . . . . - . . . . . . . . . . * . ............. .. . . . , . . . . . . . / . . . . - _ n1. r- .. .. _ . .`.`. . . . . - . - . . . . . .. . .� - . - . - . 1�; . . . . . . ..; . .. . - . . . . . . ... . . . . . . . . : . . . . . . . . . . . . . . . . . / -• . . . . -- . . . . - . . . . . . _ . . • .'.'. . r . . . - . + Ui / I . - . . -- - - - - - - - - -r--- . .. . . . . . . . 'P & - f o _ r . r . .. B28 I _� . Y ter• `•. _ ry- I - r. . .a �t� r` _ _ _ . r� az7 azfi Bzs Bz4 ez3 J`I� -: b - - . . . . . . 622 821 B20 _ -: ! - - . `�i0��� _ - _ _ - . . G .+. `.: . ---. a3z . . . .r - . . . . . . . . . . . . . . . . ­ - /—,—. . . . . I . . . . -.- ,` r . ` . . ;. ---.WMG r . . a . . _ 1. FINAL RA . - . ... . . . . . . .. . .'.. . .- '. .` Bay B47 B49 ­/- _ - .. . . • 843 B44 B45 (7 . -, r . . . . - . PirFO T lrT1t`{,�T `. / 'Wo .. Q - - sEs ONLY J1 . t, ... //// -- / - - - . . POND . Bao <_ _ rw. �.�, I . - - I - - - . . . . - - � . . . . . . . . . .. . .. 1341 / r, / / - - B42 - - . _ _ . / / ' . . . . .-"-"-'- '-'-'- '-"-'- - . .,Cr ?t_-- .`.`♦`.`a'.'.'r'r`.`.'a - a. - _��� S 13°58'30" E - ~ + �_� . . . -J-- , (TIE LINE). � ` . - r ` r r . • « r '..r` -`.`r r . - + - . r CURVE TABLE . CURVE RADIUS CHORD BEARING CHORD LENGTH C1 .75&24' N .42'27'18" W 74.48' C2 756:24' N.31109'25' W 222.92' C3 . 756.24'. ' N 02*08*16". W 530.76' C4 1,200.00' N.27'29'35' E 379.06' C5 I 1,000.06 N 4Y5-F59" E 323.30' _ �•:, � _� EIR a' -.-' _' NI rY`•' , SP���10 � - . s - '-'.' - �� GRAF'HTC SCALE . I - r Y f= is+`-`-`-`- 5 -r a•,-r _' -ter tOQ 0 50 300 200- i \. - — — .. 1 �' 0 . / .�Q / � `' NEW IRON ROD. SET ( .IN T`E ) . _ i ! _ � NC GRID (NAD 83) 1 inch .= 100 : ft . � �1�g / - - N r 137,833.9790 . , . - E:2,328,324.2540 . i —' ' 1 RE"SED TO ADJUST LAYOUT. UPDATE SHEET Imix um QEwLs TO ANME.R SHEEr. _ / ELEV: 19:88 NAVD8$' 03�3/� `��/ /� PRELIMINARY PLAT /159�GR o�-QVO NOT FOR RECORDATION, I►Na. R�ilsolus " �1� - CON VEYAN CES OR SALES . 1 4QQ 5 EXISTING Ci 6 EXISTING 0 7 TREE REMO 8 TREE. REMO 9 TREE REMO 10 I SITE PLAN 11 SITE PLAN 12 : SITE .PLAN 13 EROSION CI 14 EROSION CI 15 EROSION CI 16 ENLARGED 17 IENLARGFD /x% CAROLINA BEAGH RD (US 421) Z . 0 t7 . O r- . " M CVx C? ^ LJ ��? m� SITE o . J� SASRE, $ R . (� VICINITY MAP . SCALE: 1 "=2,000' SHEi=T fNDEX )TES F CHART & 'WETLAND IMPACT PLAN Rr MF"n Amn IMPACT -PI AN - ON CONTROL & STORMWA aN coNTROL & srvRMwA' ON CONTROL & STORMWA' ON CONTROL DETAIL SHEE ON CONTROL DETAIL SHEE AGE AREA MAP --PONDS, ( DOWNSPOUT PIPING PLAN ;ENT DRIVEWAYS SHEET L SHEET T DETAIL SHEET r DETAIL SHEET . 33 1 PLAN PROFILE 34 WATER DETAIL SHEET 35 WATER DETAIL SHEET 36 SANITARY SEWER DETAIL SHEET 37 SANITARY SEWER DETAIL SHEET DETAIL SHEET DETAIL SHEET --R.TS, & INLETS' . . ri hereby certify that this . plan has been prepared in accordance with the latest1. .New Hanover County Ordinances and Stormwater Designs Manual. Signature: l ` ,r, � !- U . Printed Name and Title: _ qs-6, C. Bf56A_, Q.[ Date: g12212-g23 Registration Number: 036232 I (We) hereby certify that I (we) am (are) the current . owner of the 'property and .that upon receipt of the Stormwater Permit, any clearing, grading, construction; or development, will be 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 transferthis responsibility without the written authorization of New` Hanover County. . Signature: q::t �� . . . , Printed Name and Titles�DLA L. SQL �Z.'.� W1%) . Date: � COVER SHEET ALEXANDRA PLACE THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER,-COUNTY NORTH CAROLINA DATE; 2-28-23 SCALE: . 1 "=100' DRAWN: . ,lCB . MA.LPASS ENGINEERING & SURVEYING, P.C. . CHECKED- . 1134 SHIPYARD BOULEVARD JBM WffAU IGTON, NORTH CAROLINA 28412 PROJECT No; Phone 910-392-5243 Enudh• jeffmalpass6bizee.rr.com . 355 Fax 910-392--6203 License No. C-232U DE VIPER: AFiEW PROPERTIES, LLC SHEEF NO:1 2020 SOUTH CHRUCHILL OR WILMINGTDN, NC 28403 . PHONE: 9.I-763-2629 OF: -3 7 NOTES 1. BOUNDARY, TOPOGRAPHICAL, & TREE SURVEY PROVIDED BY PORT CITY LAND SURVEYING, PLLC (1144 SHIPYARD BLVD, WILMINGTON, NC 28412. PHONE: 910-791-0080, STEVEN L. BUIE, PROFESSIONAL LAND SURVEYOR L-3402). 2. LIMITS OF DISTURBANCE = 308,751 SF = 7.09 ACRES. 3. DISTURBED AREA WITHIN RIGHT-OF-WAY OF RIVER RD (SR 1576) SHALL BE IMMEDIATELY SEEDED & STABILIZED WITH EXCELSIOR MAT OR MULCH PRIOR TO ANY RAINFALL EVENT & IN ACCORDANCE WITH GROUND STABILIZATION CHART. 4. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED IN ACCORDANCE WITH GROUND STABILIZATION CHART. 5. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE INDICATED. 6. ALL CITY AND/OR COUNTY, STATE, & FEDERAL REGULATIONS SHALL BE FOLLOWED. 7. WETLAND DELINEATION BY SOUTHERN ENVIRONMENTAL GROUP. INC. (5315 S COLLEGE RD, SUITE E, WILMINGTON, NC 284-12, PHONE: 910-452-2711). 8. EDGE OF 404 WETLAND (PRIOR TO PERMANENT WETLAND IMPACTS) IS ALSO THE EDGE OF THE CONSERVATION RESOURCE "WSF" SWAMP FOREST (PRIOR TO ADJUSTMENT) AND THE EDGE OF CLASS IV SOILS AS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP, INC. & FIELD LOCATED BY PORT CITY LAND SURVEYING, PLLC. LOCATION OF COASTAL WETLAND LINE & CONSERVATION RESOURCE "WBM" BRACKISH MARSH LINE WITHIN PHASE 3A AREA AS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP, INC. & FIELD LOCATED BY PORT CITY LAND SURVEYING, PLLC. BRYAN HALL, WITH THE DCM, VERIFIED THE COASTAL WETLAND LINE WITHIN PHASE 3A ON 10/24/2023. LOCATION OF COASTAL WETLAND LINE & CONSERVATION RESOURCE "WBM" BRACKISH MARSH LINE WITHIN PHASE 3B AREA BASED ON AERIAL OBSERVATIONS BY SOUTHERN ENVIRONMENTAL GROUP, INC. 9. ALL SPACE, EXCEPT THE TOWNHOUSE LOTS, IS COMMON AREA. COMMON AREA SHALL BE OWNED & MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 10. LOCATION OF ANY STREET LIGHTS, ELECTRIC LINES, TELEPHONE LINES, AND/OR NATURAL GAS LINES TO BE DETERMINED BY UTILITY COMPANIES. 11. ALL PROPOSED ON -SITE UTILITY LINES SHALL BE UNDERGROUND. 12. ADA APPROVED DETECTABLE WARNING DOMES SHALL BE INSTALLED ON ALL CURB RAMPS. 13. ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10'. NO OBSTRUCTIONS SHALL BE PLACED WITHIN THE SIGHT TRIANGLES (SEE SHEETS 10, 11 & 25) NOR WITHIN THE STOPPING SIGHT DISTANCE (SEE SHEET 25). 14. INDIVIDUAL ROLL CARTS SHALL BE USED FOR LOT TRASH REMOVAL. 15. DRIVE AISLES ARE PRIVATE. 16. MANHOLES, CATCH BASINS, & DROP INLETS SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE OVERSIZED PIPES. 17. ALL MANHOLES AND DROP INLETS SHALL BE TRAFFIC BEARING. DROP INLET FRAME & GRATE TO BE NCDOT STD. 840.16. 18. STORM DRAIN PIPE MAY BE RCP (SHOWN ON PLAN) OR HP STORM (POLYPROPYLENE DOUBLE-GASKETED PIPE WITH CORRUGATED EXTERIOR & SMOOTH INTERIOR MEETING AASHTO M330). A MINIMUM COVER OF 2 FEET (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER RCP UNDER DRIVE AISLES UNLESS CLASS IV OR V RCP IS USED. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER CLASS IV RCP UNDER DRIVE AISLES. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO TOP OF ASPHALT) SHALL BE PROVIDED OVER CLASS V RCP UNDER DRIVE AISLES. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER HP STORM UNDER DRIVE AISLES. COVER GREATER THAN 1 FOOT (TOP OF PIPE TO GROUND SURFACE) OVER HP STORM MAY BE REQUIRED TO PREVENT 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. 19. THE PROPOSED DRAINAGE EASEMENTS FROM RIVER RD (SR 1576) R/W TO, AND INCLUDING, WET PONDS #1 & 2 SHALL BE PERMANENT AND RECORDED WITH THE NEW HANOVER COUNTY REGISTER OF DEEDS. THE EASEMENT SHALL BE GRANTED IN FAVOR OF NCDEQ FOR ACCESS TO THE STORMWATER CONTROL MEASURES (SCMs). ALL STORMWATER CONTROL MEASURES (SCMs) SHALL BE PRIVATE AND MAINTAINED AS DESCRIBED IN THE OPERATION AND MAINTENANCE AGREEMENT WHICH SHALL BE RECORDED WITH THE NEW HANOVER COUNTY REGISTER OF DEEDS. 20. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS THE DRIVE AISLE IN FRONT OF, OR ADJACENT TO, THE RESPECTIVE TOWNHOME UNIT, AND TO THE APPROPRIATE DRAINAGE SYSTEM & WET POND (SEE DRAINAGE AREA MAPS). 21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE TOWARDS ROOF DOWNSPOUT PIPE SYSTEMS, STORM DRAIN PIPE SYSTEMS, & WET PONDS PER THE DRAINAGE AREA MAPS. THE CONTRACTOR SHALL ENSURE STORMWATER ON ADJACENT PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO DEVELOPMENT, 22. DURING CONSTRUCTION WET PONDS #1 & 2 WILL SERVE AS SEDIMENT BASINS. A FAIRCLOTH SKIMMER SHALL BE INSTALLED & CONNECTED TO THE OUTLET STRUCTURE OF EACH POND (SEE SKIMMER DETAIL & CHART FOR SKIMMER & ORIFICE SIZE). THE FAIRCLOTH SKIMMER IS TEMPORARY. ONCE THE 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. 23. PRIOR TO THE INSTALLATION OF WATER MAINS AND/OR SANITARY SEWER MAINS (GRAVITY AND/OR FORCE) CONTRACTOR SHALL NOTIFY THE ENGINEER WITH MALPASS ENGINEERING & SURVEYING, P.C. AT 910-392-5243. 24. PROPOSED WATER SHALL BE OWNED BY AQUA NORTH CAROLINA, INC. PROPOSED WATER SHALL BE BUILT TO AQUA NORTH CAROLINA, INC. SPECIFICATIONS & DETAILS. AQUA NORTH CAROLINA SHALL BE NOTIFIED 72 HOURS BEFORE CONSTRUCTION IS TO BEGIN. AQUA NORTH CAROLINA SHALL BE NOTIFIED 72 HOURS BEFORE ANY CONSTRUCTION IS BURIED. AQUA NORTH CAROLINA SHALL BE NOTIFIED 48 TO 72 HOURS BEFORE ANY TESTING IS CONDUCTED. 25. PROPOSED PUBLIC SANITARY SEWER SHALL BE OWNED BY CFPUA (CAPE FEAR PUBLIC UTILITY AUTHORITY). PROPOSED SANITARY SEWER SHALL BE BUILT TO CFPUA SPECIFICATIONS & DETAILS. 26. PROPOSED PVC WATER MAINS (3"-12") SHALL BE C900 (DR-14). PROPOSED DIP WATER MAINS (3"-54") SHALL CONFORM TO AWWA C150 & AWWA C151. BENDS & FITTINGS AS NECESSARY ON WATER MAINS. 27. PROPOSED SANITARY SEWER GRAVITY MAINS WITH DEPTH OF EARTH COVER 3' OR GREATER SHALL BE PVC C900 DR-18, UNLESS OTHERWISE SPECIFIED. PROPOSED SANITARY SEWER GRAVITY MAINS WITH DEPTH OF EARTH COVER LESS THAN 3' SHALL BE DIP, PROPOSED DIP SANITARY SEWER GRAVITY MAINS SHALL CONFORM TO AWWA C151 MINIMUM PRESSURE CLASS 350 WITH COATING & LINING PER CFPUA'S MATERIAL SPECIFICATION MANUAL. 23, SANITARY SEWER GRAVITY MAIN LENGTHS & SLOPES INDICATED ARE BASED ON THE DISTANCE FROM INSIDE WALL OF MANHOLE TO INSIDE WALL OF MANHOLE. 29. SANITARY SEWER MANHOLE MANUFACTURER(S) SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL DESIGN (REINFORCEMENT, THICKNESS, ETC.) OF SANITARY SEWER MANHOLES. 30. ALL INSTALLED TRAFFIC CONTROL MEASURES (SIGNS, PAVEMENT MARKINGS, ETC.) SHALL MEET THE LATEST EDITION OF THE MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND THE NCDOT STANDARD SPECIFICATIONS. THE MORE STRINGENT STANDARDS SHALL APPLY. 31. ALL PAVEMENT MARKINGS/STRIPING SHALL BE THERMOPLASTIC. 32. CONTRACTOR TO REPAIR DISTURBED AREAS (ASPHALT, CONCRETE, GRASS PLAZA, ETC.) WITHIN RIVER RD (SR 1576) TO PRE -CONSTRUCTION CONDITIONS OR BETTER. 33. VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. SHALL NOT BE PLACED IN EASEMENTS WITHOUT PROPER AUTHORIZATION. 34. CONTRACTOR SHALL CONTACT & COORDINATE ANY UTILITY RELOCATION/REMOVAL WITH THE APPROPRIATE UTILITY PROVIDER. 35. THIS PLAN SHALL BE USED IN CONJUNCTION WITH STORM WATER/EROSION CONTROL NARRATIVE, EROSION CONTROL SPECIFICATIONS, SANITARY SEWER NARRATIVE & SPECIFICATIONS, WATER NARRATIVE & SPECIFICATIONS, SOIL REPORT(S) FOR THE SITE, AND ALL REQUIRED PERMITS/APPROVALS. 36. RETAINING WALLS TO BE DESIGNED BY OTHERS. HANDRAIL/GUARDRAIL/FENCE ALONG TOP OF RETAINING WALLS TO BE DESIGNED BY OTHERS. MALPASS ENGINEERING & SURVEYING, P.C. IS NOT RESPONSIBLE FOR DESIGN OF RETAINING WALLS, HANDRAILS, GUARDRAILS, AND/OR FENCES. 37. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCE SHALL BE INSTALLED WHERE SHOWN ON THE PLAN (SEE SHEETS 7-9). TREE PROTECTION FENCE SHALL BE EITHER SAFETY BARRIER FENCE, A WOODEN SLAT SNOW FENCE OR WIRE FENCE. TREE PROTECTION FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT & BE OF DURABLE CONSTRUCTION. TREE PROTECTION FENCE SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION ACTIVITIES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCE. 38. WHERE USED, MHW WAS BASED ON ELEVATION=1.74 (NAVD 88). MHW LINE IN PHASE 3A AREA BASED ON INTERPOLATION BY PORT CITY LAND SURVEYING, P.C., EXCEPT WHERE INDICATED NORMAL HIGH WATER (NHW). NHW LINE IN PHASE 3B AREA BASED ON AERIAL OBSERVATIONS BY SOUTHERN ENVIRONMENTAL GROUP, INC. 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: f 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) = f 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) / 43,560] = 2.49 DWELLING UNITS/ACRE REQUIRED OPEN SPACE: 0.20 x 28.65 ACRES = 5.73 ACRES PROVIDED OPEN SPACE: 1,063,716 SF = 24.42 ACRES REQUIRED MINIMUM BUILDING SETBACK: PERIPHERY=20' REQUIRED MINIMUM SPACING BETWEEN BUILDINGS: 20' MAXIMUM BUILDING HEIGHT ALLOWED: 40' FLOOD AREA: THIS SITE IS LOCATED IN ZONES "AE (EL 10)", "AE (EL 9), & "SHADED X" ACCORDING TO THE FLOOD INSURANCE RATE MAP OF NEW HANOVER COUNTY (COMMUNITY PANEL No. 370168 3123 L, MAP No. 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'xi 8' 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. S. SANITARY SEWER MAINS WITHIN 50' OF WETLANDS THAT ARE DIRECTLY ABUTTING WATERS CLASSIFIED WS-II, WS-llI, WS-IV, B, SA, ORw, HOW, OR SB, OR WITHIN 50' OF WETLANDS CLASSIFIED AS UWL OR SWL, OR WITHIN 10' OF WETLANDS CLASSIFIED AS WL SHALL MEET WATER MAIN STANDARDS FOR MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS (15A NCAC 18C). 9. SANITARY SEWER MANHOLES WITHIN 50' OF WETLANDS THAT ARE DIRECTLY ABUTTING WATERS CLASSIFIED WS-II, WS-III, WS-IV, B, SA, ORIN, HOW, OR SB, OR WITHIN 50' OF WETLANDS CLASSIFIED AS UWL OR SWL, AS MEASURED TO THE CLOSEST OUTSIDE EDGE, SHALL COMPLY WITH THE FOLLOWING: -WATERTIGHT FRAME & COVER WITH GASKET -ALL SEAMS SHALL BE EXTERNALLY TAPED/SEALED -A FULL WATERPROOF INTERIOR COATING/LINING -WATERTIGHT PIPE CONNECTION CONSISTING OF A FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE CONNECTOR -TESTED IN ACCORDANCE WITH ASTM C1244 "STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL" -"DOG HOUSE" TYPE MANHOLE IS NOT ALLOWED -LOCATED AT LEAST 10' FROM WETLANDS (PERPENDICULAR DISTANCE FROM CLOSEST POINT OF WETLANDS TO OUTSIDE WALL OF MANHOLE). 10. SANITARY SEWER MAINS WITHIN 100' OF WELLS SHALL MEET WATER MAIN STANDARDS FOR PIPING MATERIALS, TESTING METHODS AND ACCEPTABILITY STANDARDS, ALL APPURTENANCES SHALL BE OUTSIDE THE 100' RADIUS FROM A WELL. SANITARY SEWER MAINS MUST BE AT LEAST 25' AWAY FROM A PRIVATE WELL AND AT LEAST 50' AWAY FROM A PUBLIC WELL. CONSTRUCTION SEQUENCE, PHASE 3A SCHEDULING A PRE -CONSTRUCTION MEETING WITH NEW HANOVER COUNTY ENGINEERING SHALL BE AT THE DISCRETION OF THE DEVELOPER. THE CONTRACTOR MUST NOTIFY NEW HANOVER COUNTY ENGINEERING OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL BEGIN. TREE PROTECTION FENCE SHALL BE INSTALLED WHERE SHOWN ON THE PLAN. THE GRAVEL CONSTRUCTION ENTRANCE OFF OF RIVER ROAD AT ALEXANDRA LANE SHALL BE INSTALLED AS SHOWN ON THE PLAN. INSTALLATION OF WATER, SANITARY SEWER, AND/OR 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. DIRTBAG© 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 38 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 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. DIRTBAG® 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 COMPLE11ON 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 ❑ EXISTING CONCRETE MONUMENT ESM Q EXISTING STONE MONUMENT EIP O EXISTING IRON PIPE NIRS ® NEW IRON ROD SET NMNS • NEW MAG NAIL SPIKE SET USGS ® USGS MARKER ON BRIDGE cP Q COMPUTED POINT - • - • - FLOOD HAZARD LINE ® LIMIT OF MODERATE WAVE ACTION (LIMWA) LINE ---------------5------------------------ EXISTING CONTOUR 10.25 EXISTING SPOT ELEVATION ---E--E--E--F--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--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.) 1:� EXISTING FIRE HYDRANT (F/H) Ira EXISTING WATER VALVE (W.V.) ss Ss Ss SS EXISTING SANITARY SEWER GRAVITY MAIN Se EXISTING SANITARY SEWER MANHOLE (SSMH) PP-0- EXISTING POWER POLE }-- EXISTING GUY WIRE OHE OHE OHE OHE EXISTING OVERHEAD POWER LINE FO EXISTING ELECTRIC OT EXISTING TELEPHONE FO EXISTING FIBER OPTIC SD SD SD EXISTING STORM DRAIN PIPE tl EXISTING STORM DRAIN CURB INLET (SDCI) EXISTING STORM DRAIN DROP INLET (SDDI) - EXISTING DITCH - EXISTING CENTERLINE OF CREEK (APPROX.) _MH w MH w MEAN HIGH WATER (MHW) _NHW NHW NORMAL HIGH WATER (NHW) -30AEC--30AEC--30AEC- - 30' INLAND WATERBODY AEC - - - - - - - - - - - - - - EXISTING EASEMENT ` a 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--25COD--25COD- - CONSERVATION OVERLAY DISTRICT -SWAMP FOREST 25' SETBACK LINE 1 'IV 71 IV, 1 WETLANDS 1500 a� 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 1555 EXISTING UNREGULATED TREE W /#-TO REMAIN 925 = EXISTING UNREGULATED TREE W/#-TO BE REMOVED Ill PROPOSED 20' PERIPHERY SETBACK - - - - - PROPOSED BUFFER ----------------- PROPOSED EASEMENT 8 PROPOSED CONTOUR 11.70 x PROPOSED SPOT ELEVATION -SS-SS-SS-SS- PROPOSED SANITARY SEWER GRAVITY MAIN 0 PROPOSED SANITARY SEWER MANHOLE (SSMH) 0 C.O. PROPOSED SANITARY SEWER CLEANOUT (C.O.) w w w w PROPOSED WATER LINE (W/L) Mo PROPOSED FIRE HYDRANT ASSEMBLY (F/H)-INCLUDES HYDRANT VALVE 0 PROPOSED BLOWOFF ASSEMBLY (B.O.) OR FLUSHING HYDRANT PROPOSED GATE VALVE (G.V.) Cl w1m• PROPOSED WATER METER (W.M.) PROPOSED STORM DRAIN PIPE 701 PROPOSED CATCH BASIN (CB) ® PROPOSED STORM DRAIN MANHOLE (SDMH) ❑ PROPOSED DROP INLET (DI) PROPOSED DRAIN BASIN STANDARD GRATE (DBSG) 0 PROPOSED DRAIN BASIN SOLID COVER (DBSC) PROPOSED CONCRETE PROPOSED INLET PROTECTION PROPOSED OUTLET PROTECTION (RIP RAP) CE PROPOSED CONSTRUCTION ENTRANCE X X X X PROPOSED SILT FENCE ® - PROPOSED LIMITS OF DISTURBANCE TIN PROPOSED TOP OF RETAINING WALL THERMOPLASTIC PAVEMENT MARKING LEGEND SYMBOL DESCRIPTON 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 MUTED STOP SIGN R1-1 OBJECT MARKER SIGN OM4-1, OM4-2, OR OM4-3 MAIL SIGN* FIRE SIGN** *SIGN TO READ "PARKING FOR MAIL KIOSK USE ONLY" **SEE SHEET 26. REVISED TO ADJUST NOTES�2 & 17. ADD TREE PROTECTION FENCING TO LEGEND & NOTE #37, AND 1 rnrnrrerC 00C CIO. nu cu oc Q-K-9a 2 REVISED TO ADJUST LINETYPES {COASTAL WETLAND & LIMWA), ADD ESTUARINE SHORELNE 30' BUFFER & 75' AEC UNETlPES TO LEGEND ADJUST PRIVATE SE,r"ER LENGT}T & ADD N N OTE. 9-28-23 3 REVISED TO ADJUST NOTE J25. 10-24-23 4 REVISED TO REMOVE ESTUARINE SHORELINE 30' BUFFER & 75' AEC LINETYPES, ADD MHW & 30' INLAND WATERBODY AEC LINETYPES. REMOVE NHW LINE NOTE. ADD NOTE #38, INCREASE COASTAL WETLANDS AREA, & INCREASE BRACKISH MARSH AREA 10-27-23 REV NO. 1 DESCRIPTION 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 0 EXISTING CONCRETE MONUMENT ESM o EXISTING STONE MONUMENT EIP 0 EXISTING IRON PIPE NIPS 0 NEW IRON ROD SET NMNS ® NEW MAG NAIL SPIKE SET USGS & USGS MARKER ON BRIDGE CP 0 COMPUTED POINT --- --- FLOOD HAZARD LINE LIMIT OF MODERATE WAVE ACTION (LIMWA) LINE --------------------5-------------------- EXISTING CONTOUR 10_25 ® 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) 'Cr EXISTING FIRE HYDRANT (F/H) >13 EXISTING WATER VALVE (W.V.) -SS-SS-SS EXISTING SANITARY SEWER GRAVITY MAIN o EXISTING SANITARY SEWER MANHOLE (SSMH) PP o EXISTING POWER POLE EXISTING GUY WIRE OHE OHE OHE EXISTING OVERHEAD POWER LINE ® EXISTING ELECTRIC O EXISTING TELEPHONE F� EXISTING FIBER OPTIC SD SD ED EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN CURB INLET (SDCI) EXISTING STORM DRAIN DROP INLET (SDDI) EXISTING DITCH EXISTING CENTERLINE OF CREEK (APPROX.) MH w MEAN HIGH WATER (MHW) _NHW NORMAL HIGH WATER (NHW) 30AEC--30AEC- 30' INLAND WATERBODY AEC - - - - - - - - - - - EXISTING EASEMENT EXISTING CONCRETE 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 25' SETBACK LINE .t% w .v ' •Y w ' i �Y �Y W W W W •Y •Y � - 15oa 928 149 B 926 1556 Ali 925 u/ L 1I I �1.I,I�-I 1 1 = -O--O-O- 0-0-0-0- 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 68 LOTS x 3 BDRM/LOT x 120 GPD/BDRM PROPOSED SEWER CAPACITY: = 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 DATE: 8-28-23 SCALE: N.T.S. DRAWN: JCo '��t4 ''ryf✓{ F;Phone S SHIPYARD BOASS ULEVARD & SURVEYING, P.C. CHECKED: ' NGTON, NORTH CAROLINA 28412 T �•k��.''•4os PROJECT N0: -a` 910-392-5243 Email: jeffmalpass®bizee.rr.com 355 ,- 0-27-Z(JZ7� 'a 910-392-5203 License No. C--2320 w f;232 LEGEND & NOTES ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO: 2 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 OF: KEVIbIUN5 to m cv 0 r— m w U) Q a C7 Z_ Z Q J V) I— O w 0 Q J J w r Ln Ln i w 0 i Q V 0 D a 4 EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART EXISTING TREES CHART TREE RETENTION & MITIGATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION POINT DESCRIPTION REGULATED TREE TYPE REMOVAL LOCATION 577 17 MAPLE DOCUMENTED NO RIVER RD R W 836 6 OAK UNREGULATED NO SITE 1006 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 1S UNREGULATED 4 NO RIVER RD R W 837 13 + 8 TWIN OAK DOCUMENTED 13 NO SITE 1007 5 OAK UNREGULATED NO RIVER RD ft W 1186 10 OAK DOCUMENTED YES SITE 1418 8 OAK DOCUMENTED YES SITE TYPE TOTAL DBH 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 (INCHES) OAK 51 580 13 CYPRESS DOCUMENTED NO SITE 839 4 OAK UNREGULATED YES SITE 1013 12 PINE DOCUMENTED YES SITE li$8 12 OAK DOCUMENTED YES SITE 1420 9 OAK DOCUMENTED YES SITE BAY 36 GUM 98 581 9 BAY DOCUMENTED NO SITE 840 4 OAK UNREGULATED YES SITE 1014 16 PINE DOCUMENTED YES SITE 1189 18 PINE DOCUMENTED YES SITE 1421 15 PINE DOCUMENTED YES SITE 582 9 BAY DOCUMENTED NO SITE 841 18 PINE DOCUMENTED YES SITE 1015 $ OAK DOCUMENTED YES SITE 1190 15 PINE DOCUMENTED N4 SITE 1422 10 , 9', 4 , & 3 OAKS DOCUMENTED 10& 9-); UNREGULATED 4 & 3 YES SITE MAPLE 26 583 13 PINE DOCUMENTED NO SITE 842 16 PINE DOCUMENTED YES SITE 1016 8 OAK DOCUMENTED NO SITE 119i 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 SITE 1192 14 BAY DOCUMENTED NO SITE 1424 21PINE DOCUMENTED YES SITE HOLLY 5 585 16 PINE DOCUMENTED NO SITE 844 15 OAK DOCUMENTED NO SITE 1018 14 OAK DOCUMENTED NO SITE 1193 B BAY DOCUMENTED 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 iD OAK DOCUMENTED NO SITE 1426 8 GUM* UNREGULATED YES SITE TOTAL 232 587 14 PINE DOCUMENTED NO SITE 846 8 + 6 TWIN OAK DOCUMENTED 8 YES SITE 1020 9 OAK DOCUMENTED NO RIVER RD R W i195 16PINE DOCUMENTED NO SITE 1427 16 PINE DOCUMENTED YES SITE 588 18 PINE DOCUMENTED NO SITE 847 8 OAK DOCUMENTED NO SITE 1021 11 OAK DOCUMENTED NO SITE 1196 11 + 6 TWIN OAK DOCUMENTED 11 YES SITE 1US 13 PINE DOCUMENTED YES SIZE RETAIN�O DOCUMENTED_ TREES (ON SITE ONLY) 589 12 PINE DOCUMENTED NO SITE 848 9 OAK DOCUMENTED YES SITE 1022 12 + 8 TWIN OAK DOCUMENTED 12 NO SITE 1197 10 OAK DOCUMENTED YES SITE 1429 12 PINE DOCUMENTED YES SITE TYPE TOTAL DBH (INCHES) 590 1$ PINE DOCUMENTED NO SITE 849 8� OAK DOCUMENTED YES SITE 1023 }5 FINE DOCUMENTED NO SITE 1198 10 OAK DOCUMENTED YES SITE 1430 17 PINE DOCUMENTED YES SITE PINE 1,306 591 12 PINE DOCUMENTED NO SITE 850 $ OAK DOCUMENTED YES SITE 1024 15 PINE DOCUMENTED NO SITE i199 14 PINE DOCUMENTED YES SITE 1431 15 PINE DOCUMENTED YES SITE OAK 687 592 13 PINE DOCUMENTED NO SITE 851 16", 15", 11'. & 11 OAKS DOCUMENTED 16 , 15". 11', & 11 YES SITE 1025 10 OAK DOCUMENTED NO SITE 1200 13 PWE DOCUMENTED YES SITE 1432 15 PINE DOCUMENTED YES SITE BAY 139 593 14 PINE DOCUMENTED NO SITE 552 4 + 4 TWIN 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 TWIN OAK DOCUMENTED 14 NO SITE 1202 13 PINE DOCUMENTED NO SITE 1434 13 PINE DOCUMENTED YES SITE CYPRESS 38 595 18 PINE DOCUMENTED NO SITE 854 17 PINE DOCUMENTED YES SITE 1028 i2 + 12 TWIN OAK DOCUMENTED 12 NO SITE 1203 8 OAK 00CUMENIEQ YES SITE 1435 14 PINE DOCUMENTED YES SITE HOLLY 8 596 11'. 7 , 5', & 4 MAPLES DOCUMENTED it • UNREGULATED 7 , 5'. & 4 NO SITE 555 12 PINE DOCUMENTED YES SITE 1029 9 OAK DOCUMENTED NO SITE 1204 16 PINE DOCUMENTED YES SITE 1436 8 OAK DOCUMENTED YES SITE TOTAL 2,222 597 16 PINE DOCUMENTED NO RIVER RD R W 856 4 , 3 , & 3 OAKS UNREGULATED 4 , 3 , & 3 YES SITE 1Q30 8 OAK DOCUMENTED NO SITE 1205 12 FINE DOCUMENTED YES SITE 1437 12 + 10TWIN OAK DOCUMENTED 12 YES SITE 598 14 PINE; 5 & 5 MAPLES DOCUMENTED (14'), UNREGULATED 5 & 5 NO SITE 857 2D PINE DOCUMENTED YES SITE 1031 12 OAK DOCUMENTED NO SITE 1206 10 OAK DOCUMENTED YES SITE i438 9 GUM* UNREGULATED YES SITE REMOVED DOCUMENTED TREES 599 12 PINE DOCUMENTED YES RIVER RD R W 558 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 DOCUMENTED YES RIVER RD R W 859 12 PINE DOCUMENTED YES SITE 1033 13 OAK DOCUMENTED NO SITE 1260 8 & 7 OAKS DOCUMENTED 8 ;UNREGULATED 7 YES SITE 1440 16 FINE DOCUMENTED YES SITE 601 20 PINE DOCUMENTED YES RIVER RD R W 860 5 OAK UNREGULATED YES SITE 1034 10 + 9' TVAN OAK DOCUMENTED IO NO SITE 1261 16 PINE DOCUMENTED YES SITE 1441 13 BAY DOCUMENTED YES SITE REMOVED SIGNIFICANT TREES 602 14 PINE DOCUMENTED YES RIVER RD R W 861 13 PINE DOCUMENTED YES SITE 1035 $ OAK DOCUMENTED YES SITE 1262 12 PINE DOCUMENTED YES SITE 1442 14 + 9 TWN GUM* UNREGULATED 14 NO SITE TYPE TOTAL DBH (INCHES) 603 14 PINE DOCUMENTED NO SITE 862 5", 4 , & 3 OAKS UNREGULATED 5 , 4 , & 3 YES SITE 1036 12 + 6 TVAN 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 & 16 PINES DOCUMENTED 15 & 16' YES SITE 1444 14 OAK DOCUMENTED NO SITE OAK 77 605 14 PINE DOCUMENTED NO SITE 664 12 PINE DOCUMENTED YES SITE 1038 8 MAPLE DOCUMENII D NO SITE 1265 16 PINE DOCUMENTED YES SITE 1445 13 OAK DOCUMENTED NO SITE CHERRY 9 606 13 PINE DOCUMENTED YES SITE 865 14 PINE; 5 OAK DOCUMENTED (14"); UNREGULATED 5 YES SITE 1039 }2 OAK DOCUMENTED NO SITE 1266 15 PINE DOCUMENTED YES SITE 1446 13 PINE DOCUMENTED NO SITE HOLLY 8 607 12 PINE DOCUMENTED YES SITE 866 7 + 7 TYAN OAK UNREGULATED 7 YES SITE 1040 8 OAK DOCUMENTED NO SITE 1267 12 PINE DOCUMENTED YES SITE 1447 16 PINE DOCUMENTED NO SITE TOTAL 143 608 15 & 13 PINES DOCUMENTED 15 & 13 YES SITE 867 4 OAK UNREGULATED YES SITE 1041 9 OAK DOCUMENTED YES SITE 1268 16PINE DOCUMENTED YES SITE 1448 26 PINE SIGNIFICANT NO SITE 609 16 PINE DOCUMENTED YES SITE 868 6 OAK UNREGULATED YES SITE 1042 ]4 PINE DOCUMENTED YES SITE 1269 12 FINE DOCUMENTED YES SITE 1449 8 OAK DOCUMENTED NO SITE REQUIRED MITIGATION INCHES FOR REMOVAL OF 610 14 PINE DOCUMENTED NO SITE 869 12 PINE DOCUMENTED YES SITE 1043 14 PINE DOCUMENTED YES SITE 1270 2O PiNE DOCUMENTED YES SITE 1450 17 PWE DOCUMENTED NO SITE SIGNIFICANT TREES = 2 * 143 = 286 611 12 & 12 PINES DOCUMENTED 12 & 12 NO SITE $70 12 PINE DOCUMENTED YES SITE 1044 9 + 5 T1MN OAK DOCUMENTED 9 YES SITE 1271 13 PlNE 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 & 10 YES SITE REQUIRED MITIGATION INCHES PER DISTURBED 613 20 PINE DOCUMENTED NO SITE 872 4 + 4 TWN OAK 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 FINE 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 TWIN OAK DOCUMENTED 11 YES SITE 1048 16 PINE DOCUMENTED NO SITE 1275 12 PINE DOCUMENTED YES SITE 1455 19 PINE DOCUMENTED YES SITE 616 12 PINE DOCUMENTED NO SITE 875 6 + 5 TWN HOLY DOCUMENTED 6 YES SITE 1049 8 OAK DOCUMENTED NO SITE 1276 13 PINE DOCUMENTED NO SITE 1456 19 PINE DOCUMENTED YES SITE 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 $ & 7 TWiN OAK DOCUMENTED 8 YES SITE 213 = 499 618 12 PINE DOCUMENTED NO SITE 877 12 PINE DOCUMENT® 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 SITE 1052 8 + 7 TWN OAK DOCUMENTED 8 YES SITE 1279 13 PINE DOCUMENTED YES SITE 1459 17 PIKE 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 SITE 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 1D58 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 DOCUMENTED YES SITE 1060 11" OAK DOCUMENTED YES SITE 1287 8 OAK DOCUMENTED YES SITE 1467 10 OAK DOCUMENTED YES SITE 628 12 PINE DOCUMENTED YES SITE 887 9 OAK DOCUMENTED YES SITE 1061 9' OAK DOCUMENTED YES SITE 1288 13 PINE DOCUMENTED YES SITE 1468 19 PINE DOCUMENTED YES SITE 629 12 PINE DOCUMENTED YES SITE 888 4' OAK UNREGULATED YES SITE 1062 14 PINE DOCUMENTED YES SITE 1289 20PINE DOCUMENTED YES SITE 1469 11-, 10 , & 7 OAKS DOCUMENTED 11 & 10; UNREGULATED 7 YES SITE 630 13 PINE DOCUMENTED YES SITE 889 17 OAK DOCUMENTED YES SITE 1063 8 + 5 TWNOAK DOCUMENTED $ YES SITE 7290 14 PINE DOCUMENTED YES SITE 1470 15 FINE DOCUMENTED YES SITE 631 15 PINE DOCUMENTED YES SITE 990 6 OAK UNREGULATED YES SITE 1064 13 PINE DOCUMENTED YES SITE 1291 14 PINE DOCUMENTED YES SITE 1471 15 PINE DOCUMENTED YES SITE 632 12 PINE DOCUMENTED YES SITE 891 8', 7 , & 7 OAKS DOCUMENTED 8 ;UNREGULATED 7 & 7 YES SITE 1065 12 PINE DOCUMENTED YES SITE 1292 16 PINE DOCUMENTED 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 DOCUMENTED 12 & 12 YES SITE 1473 8 OAK DOCUMENTED YES SITE 634 13 PINE DOCUMENTED YES SITE 893 10OAK DOCUMENTED YES SITE 1067 10 , 9 , 9 , & $ 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 TWN BAY DOCUMENTED 8 YES SITE 636 12 PINE DOCUMENTED YES SITE 895 9 OAK DOCUMENTED YES SITE 1069 14 OAK DOCUMENTED YES SITE 1296 12 PINE DOCUMENTED YES SITE 1484 16 OAK DOCUMENTED YES SITE 637 12 PINE DOCUMENTED YES SITE $96 22 OAK SIGNIFICANT YES SITE 1070 13 OAK DOCUMENTED YES SITE 1297 7 , 6 , & 3 MAGNOLIAS UNREGULATED 7 , 6 , & 3 YES SITE 1485 15 PINE DOCUMENTED YES SITE 638 14 PINE DOCUMENTED YES SITE 897 8 OAK DOCUMENTED YES SITE 1071 8 OAK DOCUMENTED YES SITE 1298 13 PINE DOCUMENTED YES SITE 1486 18 OAK SIGNIFICANT YES SITE 639 10 BAY DOCUMENTED NO SITE 898 13 PINE DOCUMENTED YES SITE 1072 10 OAK DOCUMENTED YES SITE 1299 14 PINE DOCUMENTED YES SITE 1487 15 PINE DOCUMENTED YES SITE 640 18 PINE DOCUMENTED NO SITE 899 10 OAK; 4 HOLLY DOCUMENTED 10 & 4 YES SIZE 1073 12 + 7 TWN OAK DOCUMENTED 12 NO SITE 1300 ]4 PINE DOCUMENTED YES SITE 1489 11 OAK DOCUMENTED NO SITE 641 12 PINE DOCUMENTED NO SITE 900 15 OAK DOCUMENTED YES SITE 1074 14 PINE DOCUMENTED NO SITE 1301 9 + 7 TWIN MAPLE DOCUMENTED 9 YES SITE 1490 20 PINE DOCUMENTED NO SITE 642 12 PINE DOCUMENTED NO SITE 901 13 PINE DOCUMENTED YES SITE 1675 __9'OAK DOCUMENTED NO SITE 1302 i8 PINE DOCUMENTED YES SITE 1491 21 PIKE DOCUMENTED NO SITE 643 6 BAY UNREGULATED NO SITE 902 9' + 8 TWIN OAK DOCUMENTED 9' YES SITE 1076 16 PINE DOCUMENTED NO SITE 1303 14 PINE DOCUMENTED YES SITE 1492 22 PINE DOCUMENTED NO SITE 644 15 PINE DOCUMENTED NO SITE 903 11 OAK DOCUMENTED YES SITE 1077 14' PINE DOCUMENTED NO SITE 1304 12 PINE DOCUMENTED YES SITE 1493 $ + 8 TWIN OAK DOCUMENTED 8 NO SITE 645 6" + 4 TWIN BAY UNREGULATED 6 NO SITE 9D4 11 OAK DOCUMENTED YES SITE 1078 10OAK DOCUMENTED YES SITE 1305 15 PINE DOCUMENTED YES SITE 1494 8 OAK DOCUMENTED NO SITE 646 12 PINE DOCUMENTED NO SITE 905 10 + 11 TWIN OAK DOCUMENTED 11 YES SITE 1079 11 OAK DOCUMENTED YES SITE 1306 12 PINE DOCUMENTED YES SITE 1495 24 PINE; 10 OAK SIGNIFICANT 24 & DOCUMENTED 10 NO SITE 647 9 BAY DOCUMENTED NO SITE 006 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 $ CYPRESS DOCUMENTED NO SITE 649 12 FINE DOCUMENTED YES SITE 908 8 OAK DOCUMENTED YES SITE 1082 12 PINE DOCUMENTED YES SITE 1309 13 PINE DOCUMENTED YES SITE 1498 11 OAK DOCUMENTED NO SITE 650 12 PINE DOCUMENTED NO SITE 909 6 OAK UNREGULATED YES SITE 1083 16 PINE DOCUMENTED YES SITE 1310 14 PINE DOCUMENTED YES SITE 1499 24 PINE SIGNIFICANT NO SITE 651 12 NNE DOCUMENTED YES SITE 910 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 911 12 PINE DOCUMENTED YES RIVER RD R W 1085 12 PINE DOCUMENTED YES SITE 1312 12 PINE DOCUMENTED YES SITE 1501 8 + 8 TVAN OAK DOCUMENTED $ NO SITE 653 13 PINE DOCUMENTED YES SIZE 912 12 PINE DOCUMENTED YES RIVER RD R W 1086 12 PINE DOCUMENTED YES SITE 1313 12 PINE DOCUMENTED YES SITE 1513 $ OAK DOCUMENTED YES SITE 654 12 PINE DOCUMENTED YES SITE 913 12 PINE DOCUMENTED YES RIVER RD R W 1087 13 PINE DOCUMENTED YES SITE 1314 18 PINE DOCUMENTED YES SITE 1514 16 PINE DOCUMENTED YES SITE 655 12 PINE DOCUMENTED YES SITE 914 8 , 4 , & 3 OAK DOCUMENTED (8'); UNREGULATED 4 & 3 YES RIVER RD R W 1088 12 PINE DOCUMENTED YES SITE 1315 14 PINE DOCUMENTED YES SITE 1515 15 PINE DOCUMENTED YES SITE 656 12 & 12 PINES DOCUMENTED 12 & 12 YES SITE 915 12 PINE DOCUMENTED YES RIVER RD R W 1089 13 PINE DOCUMENTED YES SITE 1316 16 PINE DOCUMENTED YES SITE 1516 19 PINE DOCUMENTED YES SITE 657 13 PINE DOCUMENTED 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 DOCUMENTED YES SITE 1517 16 PINE DOCUMENTED YES SITE 658 12 PINE DOCUMENTED YES SITE 117 9 OAK DOCUMENTED YES RIVER RD R W 1091 16 PINE DOCUMENTED YES SITE 1318 14' PINE DOCUMENTED YES SITE 1518 15 PINE DOCUMENTED YES SITE 659 13 PINE DOCUMENTED YES SITE 918 10 OAK DOCUMENTED YES RIVER RD R W f092 12 PINE DOCUMENTED YES SITE 1319 18 PINE DOCUMENTED YES SITE 1519 8 GUM* UNREGULATED YES SITE 660 13 PINE DOCUMENTED YES SITE 919 4 OAK UNREGULATED YES RIVER RD R W ]D93 10 , 9 , & 6 OAKS DOCUMENTED 10& 9 UNREGULATED 6 YES SITE 1320 9 OAK DOCUMENTED YES SITE 1520 17 PINE DOCUMENTED YES SITE 661 12 PINE DOCUMENTED YES SITE 920 4 OAK UNREGULATED YES SITE 1094 8 OAK DOCUMENTED YES SITE 1321 9 + 8 TIMN OAK DOCUMENTED 9 YES SITE 1521 8 CYPRESS DOCUMENTED YES SITE 662 13 PINE DOCUMENTED YES SITE 921 14 OAK DOCUMENTED YES SITE ]O95 12 PINE DOCUMENTED YES SITE 1322 14 PINE DOCUMENTED YES SITE 1522 10 OAK DOCUMENTED YES SITE 663 13 PINE DOCUMENTED YES SITE 922 6 OAK UNREGULATED YES SITE 1096 22 PINE DOCUMENTED YES SITE 1323 15 PINE DOCUMENTED YES SITE 1523 13 PINE DOCUMENTED YES SITE 664 13 PINE DOCUMENTED YES SITE 223 14 GUM* UNREGULATED YES SITE 1097 9 BAY DOCUMENTED YES SITE 1324 12 & 13 PINES DOCUMENTED 12 & 13 YES SITE 1524 13 PINE DOCUMENTED YES SITE 665 13 PINE DOCUMENTED YES SITE 924 9 OAK DOCUMENTED YES SITE }D98 __8"'_'OAK DOCUMENTED YES SITE 1325 12 PINE DOCUMENTED YES SITE 1525 12 PINE DOCUMENTED YES SITE 666 15 PINE DOCUMENTED YES SITE 225 4 OAK UNREGULATED YES SITE 1099 12 PINE DOCUMENTED YES SITE 1326 17 PINE DOCUMENTED YES SITE 1526 17 PINE DOCUMENTED YES SITE 667 12 PINE DOCUMENTED YES SITE 926 $ OAK DOCUMENTED YES SITE 1100 12 PINE DOCUMENTED YES SITE 1327 8 OAK DOCUMENTED YES SITE 1527 20 PINE DOCUMENTED YES SITE 668 12 PINE DOCUMENTED YES SITE 927 6 OAK UNREGULATED YES SITE 1101 17 PINE DOCUMENTED YES SITE 1328 12 PINE DOCUMENTED YES SITE 1528 19 PINE DOCUMENTED YES SITE 669 13 & 12 PINES DOCUMENTED 13 & 12 YES SITE 928 18 OAK SIGNIFICANT YES SITE 1102 12 PINE DOCUMENTED YES SITE 1329 22 PINE DOCUMENTED YES SITE 1529 1$ PINE DOCUMENTED YES SITE 670 12 PINE DOCUMENTED YES SITE 929 7 OAK UNREGULATED YES SITE 1103 17 PINE DOCUMENTED YES SITE 1330 12 PINE DOCUMENTED YES SITE 1530 13 PINE DOCUMENTED YES SITE 671 19 PINE DOCUMENTED YES SITE 330 11 OAK DOCUMENTED YES SITE 1104 13 PINE DOCUMENTED YES SITE 1331 12 + 11 TWIN OAK DOCUMENTED 12 YES SITE 1531 12 PINE DOCUMENTED YES SITE 672 13 PINE DOCUMENTED YES SITE 931 5 OAK UNREGULATED YES SITE 11D5 17 PINE DOCUMENTED YES SITE 1332 22 PINE DOCUMENTED YES SITE 1532 15 PINE DOCUMENTED YES SITE 673 13 PINE DOCUMENTED YES SITE 932 12 OAK DOCUMENTED YES SITE 1106 11 OAK DOCUMENTED YES SITE 1333 15 PINE DOCUMENTED YES SITE 1533 18 PINE DOCUMENTED YES SITE 674 12� PINE DOCUMENTED YES SITE 933 5 OAK UNREGULATED YES SITE 1107 14 PiNE DOCUMENTED YES SITE 1334 8 BAY; 12 PINE DOCUMENTED 8 & 12 YES SITE 1534 12 PINE DOCUMENTED YES SITE 675 14 PINE DOCUMENTED YES SITE 934 5 OAK UNREGULATED YES SITE 1108 8 + 5 TWIN OAK DOCUMENTED 8 YES SITE 1335 12 BAY DOCUMENTED YES SITE 1535 19 PINE DOCUMENTED YES SITE 676 15 PINE DOCUMENTED YES SITE 935 5 OAK UNREGULATED YES SITE 1109 9 OAK ADOCUMENTED DOCUMENTED YES SITE 1336 16 OAK DOCUMENTED YES SITE 1536 16 PINE DOCUMENTED YES SITE 677 14 PINE DOCUMENTED YES SITE 336 6 OAK UNREGULATED YES SITE 1110 12 + 10 TWIN OAK DOCUMENTED 12 YES SITE 1337 25 PINE SIGNIFICANT YES SITE 1537 17 PINE DOCUMENTED YES SITE 678 12 PINE DOCUMENTED YES SITE 337 fi OAK UNREGULATED YES SITE 1i11 14 -PINE DOCUMENTED YES SITE 1338 9 BAY DOCUMENTED YES SITE 1538 13 PINE DOCUMENTED YES SITE 679 12 PINE DOCUMENTED YES SITE 938 16 PINE DOCUMENTED NO RIVER RD R W 1112 ]2 PINE YES SITE 1339 12 OAK DOCUMENTED YES SITE 1539 12 PINE DOCUMENTED YES SITE 680 13 PINE DOCUMENTED YES SITE 940 6 + 4 TWIN OAK UNREGULATED 6 YES RIVER RD R W 1113 22 PINE DOCUMENTED YES SITE 1340 15 PINE DOCUMENTED YES SITE 1540 18 PINE DOCUMENTED YES SITE 681 13 PINE DOCUMENTED YES SITE 941 10 OAK DOCUMENTED YES RIVER RD R W 1114 8 OAK DOCUMENTED YES SITE 1341 8 OAK DOCUMENTED YES SITE 1541 i2 PINE DOCUMENTED YES SITE 682 15 PINE DOCUMENTED YES SITE 942 SOAK DOCUMENTED YES RIVER RD R W 1115 12 OAK DOCUMENTED YES SITE 1342 9 + 8 + 7 + 4 CHERRY SIGNIFICANT 9 YES SITE }542 10 GUM* UNREGULATED NO SITE N �, 683 15 PINE DOCUMENTED YES SITE 943 4 OAK UNREGULATED YES RIVER RD R W 1116 19 PINE DOCUMENTED YES SITE 1343 14 PINE DOCUMENTED YES SITE 1543 1D GUM* UNREGULATED NO SITE N o 684 12 PINE DOCUMENTED YES SITE 944 14 PINE DOCUMENTED NO RIVER RD R W m ]7 PINE DOCUMENTED YES SITE 1344 18 PINE DOCUMENTED YES SITE 1544 9 CYPRESS DOCUMENTED NO SITE o 685 12 PINE DOCUMENTED YES SITE 945 6 + 5 TMtN OAK UNREGULATED 6 YES SITE 1118 8 + 6 TWIN HOLLY SIGNIFICANT 8 YES SITE 1345 18 & 4 OAKS; 7 HICKORY DOCUMENTED 18 ; UNREGULATED V & 7 YES SITE 1545 12 PINE DOCUMENTED YES SITE 686 13 PINE DOCUMENTED YES SITE 946 12 PINE DOCUMENTED YES SITE 1119 14 PINE DOCUMENTED YES SITE 1346 11 OAK DOCUMENTED YES SITE 1546 12 & 13 PINES DOCUMENTED 12 & 13 YES SITE 687 14 PINE DOCUMENTED YES SITE 947 5 OAK UNREGULATED YES SITE 1120 12 PINE DOCUMENTED YES SITE 1347 10 OAK DOCUMENTED YES SITE 1547 12 MAPLE DOCUMENTED YES SITE 688 15 PINE DOCUMENT> D YES SITE 948 5 OAK UNREGULATED YES SITE 1121 8", 7 , 7 , 6 , & 5 OAKS DOCUMENTED (8"); UNREGULATED 7 , 7 , 6 , & 5 NO SITE 1348 $ , 8 , & 4 MAPLES DOCUMENTED $ & 8"); UNREGULATED 4 YES SITE 1548 13 FINE DOCUMENTED YES SITE 689 12 PINE DOCUMENTED YES SITE 449 6 OAK UNREGULATED YES SITE 1122 14 BAY DOCUMENTED NO SITE 1349 18 PINE DOCUMENTED YES SITE 1549 14 PINE DOCUMENTED YES SITE 690 12 PINE DOCUMENTED YES SITE 950 5 + 3 TV,1N OAK UNREGULATED 5 YES SITE 1123 16 PINE DOCUMENTED NO SITE 1350 17 PINE DOCUMENTED YES SITE 1550 11 GUM* UNREGULATED YES SITE 991 12 PINE DOCUMENTED YES SITE 551 15 PINE DOCUMENTED YES SITE 1124 8 OAK DOCUMENTED NO SITE 1351 15 PWE DOCUMENTED YES SITE 1551 10 OAK DOCUMENTED YES SITE 692 12 PINE DOCUMENTED YES SITE 952 14 OAK DOCUMENTED YES SITE 1125 10 OAK DOCUMENTED NO SITE ]352 13 PINE DOCUMENTED YES SITE 1552 9 + 4 TWIN OAK DOCUMENTED 9 NO SITE 693 12 PINE DOCUMENTED YES SITE 953 15 OAK DOCUMENTED YES SITE 1126 18 PINE DOCUMENTED NO SITE 1353 20 PINE DOCUMENTED YES SITE 1555 14 PINE DOCUMENTED YES SITE o 694 7 , 5 , & 4 BAYS UNREGULATT D 7 , 5 , & 4 YES SITE 954 S + 4 TWIN OAK DOCUMENTED 8 YES SITE 1135 12 PINE DOCUMENTED NO RIVER RD R W 1354 9 + 6 TVAN OAK DOCUMENTED 9 YES SITE 1556 9 GUM* UNREGULATED YES SITE g 695 13 PINE DOCUMENTED YES SITE 955 11 OAK DOCUMENTED YES SITE 1137 12 PINE DOCUMENTED YES SITE 1355 9 DAK DOCUMENTED YES SITE 1557 9 GUM* UNREGULATED NO SITE 996 6 BAY UNREGULATED YES SITE 956 lO + 5 TWIN OAK DOCUMENTED 10" YES SITE 1138 13 PINE DOCUMENTED YES SITE 1356 18 PINE DOCUMENTED YES SITE 1558 12 GUM* UNREGULATED NO SITE 697 12 PINE DOCUMENTED YES SITE 557 9 OAK DOCUMENTED YES SITE 1139 8 OAK DOCUMENTED NO SITE 1357 9 OAK DOCUMENTED YES SITE 1559 14 MAPLE DOCUMENTED NO SITE o 698 12 PINE DOCUMENTED YES SITE 958 8 OAK DOCUMENTED YES SITE 1140 8' + 8 TVAN OAK DOCUMENTED 8 NO SITE 1358 18 PINE DOCUMENTED YES SITE 1560 17 PINE DOCUMENTED NO SITE cn 699 13 PINE DOCUMENTED YES SITE 959 7 OAK UNREGULATED YES SITE 1141 15 PINE DOCUMENTED NO SITE 1359 14 OAK DOCUMf NTED YES SITE 1561 22 PINE DOCUMENTED NO SITE c w 0 z o 700 12 PINE DOCUMENTED YES SITE 960 15 PINE DOCUMENTED YES SITE 1142 14 PINE DOCUMENTED NO SITE ]360 10 OAK DOCUMENTED YES SITE 1562 22 PINE DOCUMENTED NO SITE W K 701 8 OAK DOCUMENTED YE5 SITE 961 6 OAK UNREGULATED YES SITE 1143 16 PINE DOCUMENTED NO SITE 1361 1] OAK DOCUMENTED YES SITE 1563 18 PINE DOCUMENTED NO SITE r I2 „2 702 14 PINE; 9 BAY DOCUMENTED 14 & 9 YES SITE 962 10 QAK DOCUMENTED YES SITE 1144 8 + 6 TWIN OAK DOCUMENTED 8 NO SITE 1362 15 PINE DOCUMENTED YES SITE 1564 8 CYPRESS DOCUMENTED NO SITE _u 0 � 703 14 PINE DOCUMENTED NO SITE 963 19 OAK SIGNIFICANT YES SIZE 1145 12 PINE DOCUMENTED NO SITE 1363 15 PINE DOCUMENTED YES SITE 1565 11 GUM* UNREGULATED NO SITE W 704 12 PINE DOCUMENTED NO SITE 964 9 OAK DOCUMENTED YES SITE 1146 4 , 3 , & 2 HOWES DOCUMENTED 4 7-UNREGULATED 3 & 2 NO SITE 1364 18 PINE DOCUMENTED YES SITE 1566 8 + 7 TWIN GUM* UNREGULATED 8 NO SITE 705 11 BAY DOCUMENTED NO SITE 965 6 + 5 TWIN OAK UNREGULATED 6 YES SITE 1147 8 OAK DOCUMENTED NO SITE 1365 16 PINE DOCUMI NTED YES SITE 1567 2V PINE SIGNIFICANT NO SITE . a 706 8 & 5 BAYS DOCUMENTED 8 UNREGULATED 5 NO SITE 966 12 PINE DOCUMENTED YES SITE 1148 8 , 7 , & 6 OAKS DOCUMENTED $ ; UNREGULATED 7 & 6 NO SITE 1366 18 PINE DOCUMENTID YES SITE 1568 12 + 11 TWIN OAK DOCUMENTED 12 NO SITE w 707 5 BAY UNREGULATED NO SITE 967 12 PINE DOCUMENTED YES SITE 1149 11 OAK DOCUMENTED NO SITE 1367 18 PINE DOCUMENTED YES SITE 1569 9 OAK DOCUMENTED NO SITE s 708 12 PINE DOCUMENTED YES SITE 968 6 OAK UNREGULATED YES SITE 1150 4 HOLLY DOCUMENTED NO SITE 1368 20 PINE DOCUMENTED YES SITE 1570 8 OAK DOCUMENTED NO SITE 709 15 PINE DOCUMENTED YES SITE 969 8 OAK DOCUMENTED YES SITE 1151 8 OAK DOCUMENTED NO SITE 1369 13 PINE DOCUMENTED YES SITE 1571 l2 PINE DOCUMENTED NO SITE W 710 15 PINE DOCUMENTED YES SITE 970 8 OAK DOCUMENTED YES SITE 1152 10 OAK DOCUMENTED NO SITE 1370 11 OAK DOCUMENTED YES SITE i572 16 PINE DOCUMENTED NO SITE I 711 15 PINE DOCUMENTED YES SITE 971 12 PINE DOCUMENTED YES SITE 1153 8 OAK DOCUMENTED NO SITE 1371 8 OAK DOCUMENTED YES SITE 1573 20 OAK SIGNIFICANT NO SITE 712 8 OAK DOCUMENTED YES SITE 972 4' OAK UNREGULATED YES SITE 1154 8' + 4 TWN OAK DOCUMENTED 8 NO SITE 1372 8 DAK DOCUMENTED YES SITE 1574 11 GUM* UNREGULATED NO SITE a 713 17 PWE DOCUMENTED YES SITE 973 $ OAK DOCUMENTED YES SITE 1155 15 PINE DOCUMENTED NO SITE 1373 11 + 8 TWIN OAK DOCUMENTED (II-) YES SITE 1575 8 OAK DOCUMENTED NO SITE o 714 17 PINE DOCUMENTED YES SITE 974 11 OAK DOCUMENTED YES SITE 1156 8° OAK DOCUMENTED NO SITE 1374 16 PINE DOCUMENTED YES SITE 1576 11 OAK DOCUMENTED NO SITE 715 12 PINE DOCUMENTED YES SITE 975 12 & 12 PINES DOCUMENTED 12 & 12 YES SITE 1157 17 PINE DOCUMENTED NO SITE 1375 13 PINE DOCUMENTED YES SITE 1577 20 PINE DOCUMENTED NO SITE 0 716 15 PINE DOCUMENTED YES SITE 776 5 OAK UNREGULATED YES SITE 1158 13 OAK DOCUMENTED NO SITE 1376 1$ , 16", & 16 PINES DOCUMENTED 18 , 16 , & 16 YES SITE 1578 8 OAK DOCUMENTED NO SITE M 717 15 PINE DOCUMENTED YES SITE 977 5 OAK UNREGULATED YES SITE 1159 5 MAGNOIJA UNREGULATED NO SITE 1377 18 PINE DOCUMENTED YES SITE 1579 8 OAK DOCUMENTED ND 51TE 718 18 PINE DOCUMENTED YES SITE 978 13 OAK DOCUMENTED YES SITE 1160 $ OAK DOCUMENTED NO SITE 1378 I2 PINE DOCUMENTED YES SITE *ONLY DOCUMENTED IF IN REQUIRED BUFFER OR REQUIRED OPEN SPACE. z DATE: EXISTING TREE CHART 2-28-23 A l� E X AN D R A P LA C E AT scALE: THE VILLAGE AT MOTT'S LANDING, PHASE 3 1"=50' FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN: �Cg ;}4�"-�"I!:''lljr MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: \ ��`4'/ �k�� �'t� �✓^'��-�ryg,,'r✓r 1134 SHIPYARD BOULEVARD IBM ,��'; ak C ', '" `r 1YILMINGTON, NORTH CAROLINA 28412 `is:° ' e.`g s.N, aF! 1 . PROJECT N0: � w. • f, 1 Phone 910-392--5243 Email: jeffmalpass@bizec.rr.com 355 $-2$?U�3"', Fax 910-392-5203 License No. C 232D — • .3 h; �' 7. �'�`"� �: 1)EVELOFER: AFTEW PROPERTIES, LLC �• +r SHEET NO: 3 r r'.�' 2U2D SOUTH CHRUCHILL DR � .�+ ° "I' n s � r ' v . , d � �� W1LMfNGTON, NC 28403 �i�'�Ijt. C t�,I� � PHONE: 910-763-2629 /)/I'f I' n'I11"k't oF: 37 ° 719 14 PINE DOCUMENTED YES SITE 779 12 PINE DOCUMENTED YES SITE 1161 12 PINE DOCUMEN1E NO SITE 1379 10 OAK DOCUMENTED YES SITE 720 14 PINE DOCUMENTED YES SITE 880 12 PINE DOCUMENTED YES SITE 11 22 12 PINE DOCUMENTED NO SITE 1380 i6 OAK DOCUMENTED YES SITE 721 15 PINE DOCUMENTED YES SITE 881 11 OAK DOCUMENTED YES SITE 1163 13 PINE DOCUMENTED NO SITE 1395 17 PINE DOCUMENTED YES SITE 722 12 PINE DOCUMENTED YES SITE 882 4 OAK UNREGULATED YES SITE 1i64 S OAK DOCUMENTED YES SITE 1396 22 PINE DOCUMENTED YES SITE 723 12 PINE DOCUMENTED NO SITE 983 13 PINE DOCUMENTED NO RIVER RD R W 1365 12 PINE DOCUMENTED YES SITE 1397 8 OAK DOCUMENTED YES SITE 724 12 PINE DOCUMENTED NO SITE 984 14 PINE DOCUMENTED NO RIVER RD R W 1166 14 PINE DOCUMENTED NO SITE 1398 15 + 13 TWIN OAK DOCUMENTED 15 YES SITE 725 13 PINE DOCUMENTED NO SITE 985 5 OAK UNREGULATED YES RIVER RD R W 1167 9 BAY DOCUMENTED NO SITE 1399 8 GUM* UNREGULATED YES SITE 726 12 PINE DOCUMENTED NO SITE 986 5 OAK UNREGULATED YES RIVER RD R W 1168 8 + 6 TWIN OAK DOCUMENTED 8 NO SITE 1400 13 PINE QOCUMINTED YES SITE 727 12 PINE DOCUMENTED NO SITE 987 5 OAK UNREGULATED YES RIVER RD R W 1169 20 PINE DOCUMENTED YES SITE 1401 16 PINE DOCUMENTED YES SITE 728 12 PINE DOCUMENTED YES SITE 988 18 PINE DOCUMENTED YES RIVER RD R W 1170 9 BAY DOCUMENTED YES SITE 1402 8 OAK DOCUMENTED YES SITE 729 13 PINE DOCUMENTED YES SITE 989 6 OAK UNREGULATED NO RIVER RD R W 1171 18 PINE DOCUMENTED YES SITE 1403 16 PINE; 9 GUM* DOCUMENTED 16 • UNREGULATED 9 YES SITE 730 15 PINE DOCUMENTED YES SITE 990 7 OAK UNREGULATED NO SITE 1172 15 PINE DOCUMENTED YES SITE 1404 9 GUM* UNREGULATED YES SITE 331 24 PINE SIGNIFICANT YES SITE 991 5 OAK UNREGULATED YES SITE 1173 12 PINE DOCUMENTED NO SITE 1405 $ + 5 TWN OAK DOCUMENTED 8 YES SITE 732 12 11 & 10 PINES DOCUMENTED 12 ; UNREGULATED 11 & 10 YES SITE 992 7 OAK UNREGULATED NO RIVER RD R W 1174 12 BAY DOCUMENTED NO SITE 1406 i4 BAY DOCUMENTED YES SITE 733 14 PWE DOCUMENTED YES SITE 993 I4 & 13 PINES DOCUMENTED 14 & i3 NO RIVER RD R W 3175 8 OAK DOCUMENTED NO SITE 1407 20 PINE DOCUMENTED YES SITE 734 12 PINE DOCUMENTED YES SITE 994 13 OAK DOCUMENTED NO SITE 1176 12 OAK DOCUMENTED NO SITE 1408 12 GUM* UNREGULATED YES SITE 735 16 PINE DOCUMENTED YES SITE 995 12 & 1] PINES DOCUMENTED 12 & 11 NO RIVER RD R W 1177 12 PINE DOCUMENTED NO SITE 1409 20 PINE DOCUMENTED YES SITE 736 15 PINE DOCUMENTED YES SITE 996 12 PINE DOCUMENTED NO RIVER RD R W 1178 9 QAK DOCUMENTED NO SITE 1410 19 PINE DOCUMENTED YES SITE 737 i3 PINE DOCUMENTED YES SITE 997 14 PINE DOCUMENTED NO RIVER RD R W 1179 9 BAY DOCUMENTED NO SITE 141] 13 PINE DOCUMENTED YES SITE 738 13 PINE DOCUMENTED YES SITE 1001 12 PINE DOCUMENTED NO SITE 118D 18 PINE DOCUMENTED NO SITE 1412 19 PINE DOCUMENTED YES SITE 739 16 PINE DOCUMENTED YES SITE 1002 12 + 7 TWN OAK DOCUMENTED 12 YES SITE 1181 16 PINE DOCUMENTED NO SITE 1413 18 PINE DOCUMENTED YES SITE 740 ]8 PINE DOCUMENTED YES SITE 1003 6 , 4 , & 3 HOWES DOCUMENTED 6 & 4 • UNREGULATED 3 YES SITE 1182 11 , 10 , & 7" OAKS; 4 HOLLY DOCUMENTED (11', 10 , & 4 ; UNREGULATED 7 YES SITE 1414 15 PINE DOCUMENTED YES SITE 834 12 OAK DOCUMENTED NO SITE 1004 6 OAK UNREGULATED YES SITE 1183 14 PINE DOCUMENTED YES SITE 1415 21 PINE DOCUMENTED YES SITE 835 1 12 OAK I DOCUMENTED NO I SITE 1 1005 1 9 OAK DOCUMENTED YES SITE 1 1184 1 15 PINE I DOCUMENTED i YES I SITE 1 1416 1 9", 9°, & 4 GUMS* I UNREGULATED (9", 9-, & 4 YES SITE NOTE: �01- / SEE TREE REMOVAL PLAN SHEETS FOR EXISTING TREES. ' / / / /' / \ MAGNETIC SPIKE SET / NC GRID (NAD 83) ♦ N:139,778.2790� E:2,328,055.5120 QAV ELEV: 6.65 NAVD88 Z , 1 TIDAL MARSH SOIL PER NRCS SOIL SURVEY (NOT FIELD LOCATED) 511292 SF (1.178 ACRES) CP 5805 RIVER ROAD / CAPE FEAR PUBLIC UTILITY / AUTHORITY Cl. MOTTS CREEK LIFT STATION 6 / c` / TF\ `fir SITE • / �G��` �LG'1'G �A sf�f ♦ \ f1 D.B. 6570, PG. /DID W / t ! cp i w w W � �. ♦ / ! PROPERTY LINE IS CENTEREINE OF w W w w W w r $ -6--- - I i RECREATION AREA MOTTS CREEK / 1 THE VILLAGE AT MOTT'S / \ �0_ LANDING +lCs ` + `s9� Q\ PHASE 1 w w w w w w_ , ;'J J' ;/ , �'/� `si$' ♦` fy\ems\ M.B. 53, PGS. 269271 1 I \ APPROX. CENTER OF MOTTS CREEK W W W W w w w -4 ~`I a \ q\ 1 1 ° GJ w w w w w w w w �. i �r '+r JI � 'lb's\�'''��'�. s ♦ 6'\ �^] �Q' 1`'` _AO '♦ \ \ C MHW IJNE w w W W w W �` _ %, - : ' ; Irf / \ 41 � y� � \` S ♦ `V�, (INTERPOLATED ^'' II Il - V�, C\\\ ♦ ` \ oC \OS \ r���c,�' C� Q�C� / \ SEE NOTE38) G / O\ P G w w ,� w w w w w 1i ' i '\ raj, •♦\� S� F� \\ 6y\691\ Q\�O\�O w w w W w w W w i/ rr,''Jr ' ' � —' `♦ 9 ��, \ \� � GJ ti \ W 41 W w W w 'n iw w N 4] ; i ' i � -.__��_� � `` ` >♦♦ S 6\ �f�\ \ \ �� � ,`'QJ\�P \ �� '\ ` \ ♦ w W w W w W P�\� �tL W !•`�s W f } J i t1D. - ` - � i >\\ 9 S cl \ ♦� \ \ � `(\O� Q(]'� Q� C�� ♦ \ W w W w w w w ,' , , , \ ``,moo ♦' '\ \ \ \ \� COASTAL WETLAND &y W w BRACKI MARSH LINE y w w W w F w SEE NOTE W •Y .Ir w w .✓ w � W / `, � I I i ; ��` il,-. � V� ♦ \ `VG � � � \ \ 19 w w w w W W w w i ,� e I ` r- ( ._ 9 \ Ss ♦ \ \ ' T� ��y .�`Z` V �• � �P \p �0 ,` ` w w w W W r, ''PAP \ ` /` ''' P 'cT 0T O� 9-- J� ` O F \ . w w w w �. w w w w w ;- 'J ® i %' i � ���p�q�� �� ti i` Q� ♦ \ � � '�\O P P � ♦ �1 \ � w w w w w w w w w w •!r_ i � i5 r' / 'I - i' - i 9���Oy , ` '�!p !� `�� \ \ \ p\C\���PG�Q eG\ �'� Gf \ \ / w W w w w w w w w w ; , +`, 'i i ------ w W w w 404 WETLAND LINE lb 4 COD-WSF LINE, & P ` w W w W w � w W i vQ O y �i9 \♦ ` ! CLASS IV SOILS LINE7.i 9 S \ \ \ O�Q`�� `\ W W w w w (SEE NOTE #8)w� '', W '� \ \ / (� VP �' / 1♦"j�'P PO Off\ \ ADJUSTED COD-WSF AREA'(0.03 ACRES), w w w w w W w w w w w w w ' i _ 1'` ~ I ``���.�` tS' ` y0� Q-O\a Q'� L7 r,�_ \ w w w w w w w w w w w w w ` �` 'F ' \ 9 S \ ,` ,r ♦ \ p\�r7�G�POGQ w w w W w w W w W W J 19 W w w w w w w w w w w w _ 'ADJUSTED COD-WSF AREA (0.09 ACRES) IV IV IV IV\ \41 rII N 24°311S7" E 754.59' (TIn LINE) v Wt WEILANOS w w w w wn w 9 \ \ 125,034 SF) w a. w N /F NNP IV -CAPE FEAR RIVER, LLC MATCHLINE SEE SHEET 5 f w w rj� w `Y w w w w w W w w w W W / w W Cp 4 �b1. �}Y i I --7- w w w s- W w MHW LINE w w W w IVw _' .i. W _'l (END INTERPOLATION,,, w w w & BEGIN NHW UNE p5 1 W W w APPROXIMATION w w TO THE SOUTH; a 7� W w w W SEE NOTE IM) w w w w w w w w w w w w w w w j__ NHW LINE wm(APPROX.; SEE NOTE #38)w w w w w 1 T W W w w ,�• - 5822 RIVER ROAD w w w w Q \ICI 31U��e � G, `b DONALD /WILLIAMS w w °12 0�~ NOS 5 lrl ter[�' AND WIFE p9 F` LULA MAE R. WILLIAMS D.B. 832, PG. 868 PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES 1 GRAPHIC SCALE x ���:~•.��10• QO ���P=gyp � X//.) Q , pp ; ROOD ZONE _SNAD6 X YV.V. \ 'a, �F \ 9f � k S„*G A', \ rn 1 � MAGNETIC SPIKE SEF NC (;RTD INAr) 831 \ D 0 25 50 100 A ( IN FEET ) 1 inch = 50 ft. tI EM%EDj0 AD.I LR LAM. RWXISH MARSH, COD-WSF ADJUSTMENT AREAS. SHOW TIDAL MARSH R-9R-7Z 0 2 REVISED TO ADJUST UNLTYPES (COASTAL WERAND & LIMWA), ADD ESTUARINE SHORELINE 30' BUFFER & 75' AEC LINES & ADJUSTLOCATION OF EXISTING WATER MAIN. 9-28-23 3 REVISED TO REMOVE ESTUARINE SHORELINE 30 BUFFER & 7V AEC INES, ADD MHW LINE, & ADO TO TIDAL MARSH SOIL LABEL. 10-27-23 REV NO, DESCRIPTION DATE KEVI51UN5 EXISTING CONDITIONS & DEMOLITION 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: J%ID MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WUMINGTON, NORTH CAROLINA 28912 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass®bizec.rr.com 355 Fax 910-392-5203 License No. C-2320 DETETAPER: AFTEW PROPERTIES, LLC SHEET N0: q- 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE: 910-763--2629 O3 7 F; 7\ 7 m c� 1 I 01 m LLI V) a Q9 Z a 0 r- F_ Q LLI C7 W Ln Ln Ln i 00 Q [\1 a u 0 Q is NOTE: SEE TREE REMOVAL PLAN SHEETS FOR EXISTING TREES. OP 9 to o \ /o ro0 / / / \ ♦ \ It k o vyf PP "N 3/J / �`,'' ` `fl0 1 SEE SHEET 4 W W W w w W W f - 5822 RIVER ROAD w W W W W W.� W W w W Ww w W Sw�•r3Wc( 112.�Nw p'I d� � FLOOD ?0w EX. `y19 i' \ \ \Bo S00g' �F IHA* V. yoCFB`F 01 115•A3 L�� _ DONALD WILLIAMS ® ESM��AND WIFI �0.3N9ZONF�� " \ MAE \ \ W R0? I A ® D.B. 832, PG. 868 \ 9 p n MAGNETIC SPIKE SET' do 1 c� �� / rn� NC GRID (NAD 83) �'` , 1p 1 �'-` by N:139,174.4373 \ \ E:2,328,593.0393 \ \ j 73 3 _`4� W ' at ELEV: 10.31 NAVD88 \ \ CID ! , a 3'A3l �w w W W w W W W W W L� ~r ', r —. W w W W W w w W W W W; _ �=+AMENITY AREA \\ �R �;', 1 THE VILLAGE AT MOTT'S \ / N 09026'17" E 236.29' (TIE LINE)*avow- w - w w w w w W w w w W W w W w W _ '„ LANDING PHASE 1 \ -`' cf} M_B. 53, PGS. 269-271 / APPROX. CENTER 1 �� w w W w W w w w w W W w W W w W W '' i t '--I ' N 24031'57" E 754.59' (TIE LINE)----/ N /F W W y W W v NNP IV -CAPE FEAR RIVER, LLC w W w w W w w W w w w W W W W W W W W W w w w w w w w w MATCHLINE W W w w w w w 404 WETLAND LINE, ,I, COD-WSF LINE, & w w W W w \ CLASS IV SOILS LINE (SEE NOTE ADJUSTED COD-WSF AREA (0.03 A('RES) \ ,V w Ow w W ,V W w w w W w ,V VW W w w W w W W W w w S W W W W w w w w ---- ADJUSTED COD—WSF AREA (0.09 ACRES) 404 WETLANDS w W W W (f 125.034 SF) 1` -y, - W W W W W w w W W w I 7�- � w W MHW LINE W W W W W W ~� w w 'v '- • _ W W (END INTERPOLATION Jp5 0= & BEGIN NHW LINE w w W w w w a w W W �, APPROXIMATION TO THE SOUTH; W w w w W w w SEE NOTE 138) w W w w W� w w w w�W �' 6� 7. .iT3p" w w W W w w W w W W W w W NHW LINE W w w m (APPROX.; SEE NOTE #38) w w w w W W w W W W W W f 1 1 1 1 I OF MOTTS CREEK j 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 w w w W W W W W W w W ,V W W w w / - W W W W W W W W W w w W w W WW W W W W W W W W W W W W W W W W W W W w w i W •Y/' II ,� 1 •�7 O� w W / I I W w w W W W W w W W w W w W W W W W W •l• W w W W W W W W W W W w W W w W w W W W W W w W W W W w ��„ / 73°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 W w W -- W W / w w W W w W W W W 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 ��[rj}� I l9 W W W W w W w W �• W W W 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 It, w W W W `I 'I n 0 W W W W W W w W W W W 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 W W W w W W W W W W w w w w W W W W w 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 w W W w w w W W w w w W W W W w ,V w W w 1 w W w v w W w W •�. Q w )� W 'I W i W w N w W W W W W W w W W •V W W W W W W W W W W w w W W W w W W W W W W W W W W W W W W W` W w w W w w W W w W W W W w W W W W W W W W W w W w W W w W w w W W W w w w w, ��W w tw W' W w W w w w ' Y0j ' Kv w 1I�yC.q` C �{,r`T•Y w w W ��w �L w w w w w w W W w W W w w w W w w W w w w w w w W W W / �Op�� 30,3'S� L +l- y W w w w W w w 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 w w W w W W W w W w w w W W ww / / W w W w w W W 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 3• W w W W W W W - w w W N W W W W W W W W W W - t" W �� w W W W W W W W WI O W W w W W W W W w w W W w W W W W W W W W w W W W W w W W W W W 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 •V W w I I t W W w W W W W W W , 1 G�51 j, s! l in Cn 1 o u' � 4 j 1 Lcp l l � 4 O fT1 m O " � I I `V W W w W W W W W w 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 w W w W W W W w W W W W W W W W W w w W W w w w W 404 WETLAND LINE, /• W W W W w W wW wWW Ww wW WW wwW Ww wwW ww wWW ww WWW wW WWW Wm wWW ww www w WW w WW W WW w WW w WW w wW W WW Ww Ww wW Ww WW w w W w w w w w w W W w W W w w W W w w W w w w 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 ,� vWW�' w W w w W w w COD-WSF LINE, &1- y' w w w CLASS IV SOILS LINE NHW UNE (SEE NOTE #8)V CP (APPROX.; SEC NOTE #38) AHWy 1I 4 i1y1 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 W w W W W W W W w W W W w w W W W W W W , W ____W-^- I r I, _ c� W W ,V w w W WrV W w w w .V W W W W W W W W W W W W W W W W W W W W w W W w W W W W W W W W W W NV W W W W W W .4 w w W W W w W W w w W W wW`' w W w w W w V' f L•r w W w �V w W y w w w Jr w w W w w W w �+ w W w w W w w w w w w w w w W W w � w w w w `F+ w w w w w w w w W w W w w w w W I ,I i �-__-____________- W W w w W WL W W w W W W w W W w W ,V w W W W W W W W w W W 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- w W w W w w w w W W W •V w ,V W w W W w W w 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 W w w W W W W w W ` W W W W W W W W W W W W W W VW w •V W`, W w W WIx A*1 T) cn I I POND #1 cn r PUBLIC DRAINAGE EASEMFNT j COMMON AREA 1 j THE VILLAGE AT MOTT'S 1 LANDING PHASE 1 1 M.B. 53, PGS. 269-271 W W W ,V W W •V w w w ,V W W w W W W W W W V+ r- W W W W w W W W W W W W W W W W w W w w w W w w W W w W W W W W W W W W W W `Zl W W I j _ + S % r„ 71 ` I w COASTAL WETLAND &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 y W w w W W w ''�' W 1Y w Q •� Ltl j� i` • rl , ( �'�V� /L BRACKISH MARSH LINE :� C, . !, T 1 V, N"� i 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 W W W w W W W w W ` W w Q 1� Q I I w 'Li (APPROX.; SEE NOTE #8) /� o o z� O✓ I `" r } W J' W W W W .Y A,. w W W W W W w w W w w W W W W W w W W W W W W W W W W w w w w w W W w W W \ W W W W W W A w` ;/[ \ 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 W W 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 ♦Q VO W W W W W W W W W w W W W w w W w W W w W W w W W ��W W W W W W W W W w W W W w W W w W w W 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 `^ - �', '-'� !� Q 1 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 W w W W W W WIt w W\ U q S Q `O� W w W w w W W W w w W w w W w w W W w W\ W w w w W W w W W W W w W W w w w W W W w w W W W tW W W I Lj 4 vl 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 L] O f ' `,I O C,S 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 Jr W W w W y w W w `F w W W v W W W W W W w W W W w W W W w w W W w W W W w 'Q•'r W W�� W W`- `l'` EEQQ.CC --_ - IW W W W w W W W W W W W W W W W /+W�yJ W w W W W W W W w W W W W W 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 W W W W G�1v W W WWW W W W W w W W •V W W W +V W W W W W W W W W W W W W W W W w w W w Al W w W w w r ,Y rrW -t 1 1 I 1 I I MATCHLINE SEE SHEET 6 W w w w W W W W W W W W W W W W w W W w w w W W W W w w W w w w w w w w w w w W w W W w w W W W w W W W W W w w W w W W w W w w " 1 4, w t _- W U I , I I W W W w w w w w W W W w a cri f•$ w W W W W W W W W W V W W W W W W W W W W W W W W W W W W W W W W W W W W w W W W W W W W w W W W w w W W W W W W W W W w W w W W W W w w w W W W W w W W W W W W W W W w W W W W W W W W W W W W w w W w w w W Al w •V W W w w w w W W 1, w Jr w w w W W w W W w W W w W w W W W W W W W W W W` w 'r ---'/ W W W W W W W 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 w W W w W w w W W W W W W w W W W W W W W w 'IW 11 / �' _ ' Y l i I JJ I H� tq C E'cT, pN 4 k 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 `t w w, i , y4I' I �.I ! II I r �gNJ) 40,Z7 q 6 'j I �� I I M'g SgC PHIS OT W W W W W W W W W W W W W W w W w W W W W W W w W W W W w W W W fW W W W W W W W W W W w W W W W W W W w w w w W w w W .0I,____ � ', � r ��• �� T.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 W V+ w W w w v . W w w W W W W W W W W WETLANDS ��� W W W W W298 W W W lw W / w w w W w w W w w w W w W W W W w W W W W W W W W W w W w W W W w W w W W W W W w W W W w W w w w 404 ACILfV7DS 1 777 I !l.1,014 SF) W w W W w w W W w W w w w w w W W W w w w w W w w w W W w W w w w w w w W 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 I i' +af (lj� V• �. I _ w W W w w W W W W w W w w W W w W w w W W VW W ADJUSTED COD-WSF AREA (T.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 w w w W w W W W W W W W w W w , w W W w W W w W W W W W W W W ✓ W W W W W W W W W W W W W W W W W W W W W 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---------- �/I� 170 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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(y, /�`I ,I' •T' ' •�T `+L W W W ,V W ,V "` W W Jr W W W ,V W W W w W W 'V 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 W W W W W PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES �////z///rr, GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. RE %ED TO ADJUST LABELS, BRACKISH MARSH, COD-WSF ADJUSTMENT AREAS, SHOW TIDAL MARSH 1 enn Gc�er!„cco Cf.rRT R-9R-7S 2 REVISED TO PDJUST LINE lYF'ES (COASTAL WETiAND & LIMWA , ADD ESTUARINE SHORELINE 30' BUFFER 1 75' LINES do EXISTING WATER MAIN. 9-28-23 3 REVISED AL TO REMOVEESTUARINLESSH RELIN 13P BU["FER k 75' AEC TO TIn D MOH SH iLAB�DLJNE SO-27-•23 REV NO. DESCRIPTION DATE G1491.7Lvik1 . ' I�f I ryCq ��C�gRON gRKe I I MIDI60 pc HgSE0r s l�I e s rr EXISTING CONDITIONS & DEMOLITION PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA Qom• Ia`27-Zo�23��/ � �_ 30 2 W2 IV C DAIS: 2-28-23 SCALE: T "=50' DRAWN: JCo MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WILIfINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass@bizec.rr.com 355 Fag 910--392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC 5 2020 SOUTH CHURCHILL DR SHEET NO: WILMINGTON, NC 28403 PHONE: 910-763-2629 OF: Irl I M B NG 'Ns q r MOT MATCHLINE SEE SHEET 5 NOTE: SEE TREE REMOVAL PLAN SHEETS FOR EXISTING TREES. LOT 1 MINOR SUBDIVISION FOR NATHAN SANDER M.B. 53, PGS. 118-11 w w w w w w w w w W w V+ w S w S W w Y 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 W W W W w w w I , jjj o ]' w W w w W W W W W w w Y S S S S Y Y Y S y Y S W W S S W w S W w S S W w W w w S S W w S W w S W S S Y S Y S w Y Y w w �`.w W � i i (� Il I Cv• r'f _ W W Y Y y Y S w W W W S W w S 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 S W w w w W W W ADJUSTED COD-W5F' AREA (i.38 ACRES) '•, , ;`II J o c,,`'' ol� I Tiy� �' S�OTO p n� ■■■ _ ' ---------_- p!/ ; �// _ I 44,10 N 7 E 'sO w w W W W w W W w W W w w W W W W W W w w W w w W W w w W W W W W w w 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 (y� !'I r1'' r I I I gOING P q r MO ' ' �� / 60 pNgS� rrs •��rW w W W W w W W Y W S Y S w Y Y S S w Y w w w S w w w w W w w w S w W w W w v w w Y w w S w' W Y w Y S Y w S Y W S W W i I ,CJ G- s3 r w w W W W W W W S w Y Y +Y Y w Y w Y Y w w w w w Y Y w - W w w w w w w S W S S W w w Y w w w w w Y w Y w w S w w w W w W W II` w w w w w w W w W W W W w W W W W W W w W W S S Y Y •� S w w w Y Y w w w Y S y S w Y w W W W w W W w W S W w w w W W w W w ' , I s h I _ w w W w w W W W W W W Y W W S w S Y Y w Y w Y S S w ®■ w Y w Y Y w w w w w w S w S S S Y S Y W w w Y W W W W W W W W W S W w r, w w W W w W W w W W w w W w W W W w w W w W w W w w w W W W w w w W W W w 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' ' `/6in`.�' I ,r�I ,I!!•�I I (/� � I� 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 W w W W W W W w 5 ' I co/ I II ' I N I I t ���CrAM? 121 44, W W W w w w Y W Y Y Y Y W Y S Y w w w w w S w w S 17bi w w W w w S S w w W w w S w w S w w w Y w w w Y w S w W w Y V' Je/J I r Vi I L I rr7 f SIB )- ll /� �iLC c SON q k (/] N� pHgSeOTrs 6 G I w w w w w w W w W W W W W W W w W S W S Y w w w w w w S w W w w w w w W W w W S W Y S S w Y S w Y S w w S W w Y W W S W W w W S w w S w W W- W S W w w w W W S __�___- _ --_ IJ tV I I L,� CO _ 9 _—____AMY pQ I7� r ,� w w W W V �� I - _ - __. �gNClgGfi w W W w W W w w W W w — --_ s f I /r ,I' I H r 0 W w W W w W w W w w W W W w W w W W S W w W W S w w w W w w _.Qt• - , , `•+ __r r � N p T / OT 1.r W S W Y S Y S w w W W w w W W w w S W S W W S W S W w W w S w I I _-___ "•` I [� r� //!,,,,^ LO v^ �J3 �O _ S Q w S W W w W IV w W W IVw W w w w W a `, w W w w w w w W W w w w W w W S W 0 L w W S S Y S w w S _ i +, / V _ O w W w W W w -',Iit 120rq _ 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 y �V `• 1'1 II /` t`\ 1'` ¢ O CQ J k' ' I i/ INt of SEC 7/0 p' k 1 o o I ;'' I / 1 I Cq �L'gG N) w w w w w w w w w w w w w w W W w w w w w w w w w w w w �, `•, �� !/ N E w w w w w w w w W w w w w w w w Y w Y w w w Y w w Y '''M•gOjNC p4rM r� r 6 H Orr' w w W w w W w w w wpGq 3 . w w 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 'I /' -- - � Qp �� i I 1�r l�!i ' I / I � J / � W W W w w w w w w W S S W W S W w W W w w w w S W W wS W w w W w w W w w w y w W ! ,, -_ -- w W w S W W S w W w � S W w w W w W W /!I [ "t �::•°'v/Q/ / / ------------ 4000 w w w w w Y w w w' w w w w w I w le` -` -- •• ' � / / r -' w W w w W w W w - +,\� '��_•` ll ; ,'' 11 A� r (u . - ,,Y / . z a / QN1r --------------- w W w W W W w I� ' ✓ i^ I / w w w W 404 WETLAND LINE, w w w COD-WSF LINE, CLASS IV SOILS LINE (SEE NOTE #8) W COMMON AREA BELLAMY PARKE -� — ' ` __� f °�I / �,! ' = , � i' j - � / / SECTION 7 1 Y Y S Y S W w S S w S w W S S S _ �, �,� ;', THE VfLLAGE AT MOTT'S � � - w w w w w w w w w w w w w w w I 1� ram:':/�� / LANDING PHASE 1 ------------ M.R. 60 PG. 53 _ r �'t •��- w w w w w W w w w w w w w W - `'I -` '' ` / !'_��", r%/ / � / ��''� � � � S F'i� �" �C7'`D. _J 5r N �5a _� _— w w w w w w •y w w w w w , I ' , ,//��� I , ' 'r 4, �, / S13SF-�'11 •f.. _ I w W w w W .y w W W w w 1-•" ;r��y I �' i '/' C� _`• _ -�-• I �( �`_1}r1�•'r}\+ � � /0 u, EX. SODI #1 w W w w W W W w I g- -' 2rv� ` ';%� % d `� s. o GRATE=16.89 - EIR - _ ' sg c, cn h� NIRS INV 1N(NE)=14.14 sty INV OUT(S)=14.04 z Na �SJO c'PN'o AA- ! f 6 A$_ rod / PQe�yO�• �y.• 9hE OHE � /� or -I � �� -moo SOLI �9 • � F.G P�� 16 ��g5 3gp�5 NN n�clN�l' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES 5 001 t v" IE''�� GNP o�jtsl� EX• szo1$�)'g - D 1 �� INN 1NiN�� 13�5 1t1 V� N� �136�.�50 NEW IRON ROD SET NC GRID (NAD 83) N:137,833.9790 E:2,328,324.2540 ELEV: 19.88 NAVD88 GRAPHIC SCALE O 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. J I RFVISFTJ TO ATJ.JIJST IARFI S. Mft—WSF AN111':rMFNT ARFAS. W. RFH1IURFR CHFFT. 10 R-9R-91 2 REVISED TO ADJUST LJMWA LJNETYPE & ADJUST LOCATION of E)SI5TIN0 WATER MAIN. 9-28-23 3 REVISED TO ADD COASTAL. WERM€D/BRACMSH MARSH LINE 10-27-23 REV NO. I DESCRIPTION DATE -- -1--- - -- -- - - - -- KLV15lUN5 EXISTING CONDITIONS & DEMOLITION PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA nLc' '6" • � 7 ea" _ nSEA� 4i31623 DATE: 2- 28- 23 SCALE: 1 50' DRAWN: JCS MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WILMINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-•5243 Email: jeffmalpass6bizee.rr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO:6 2020 SOUTH CHURCHILL DR WILMINGTON, NO 28403 PHONE: 910-763-2629 OF: WETLAND IMPACT LEGEND (SCALE: 1"=50') 404 WETLAND PERMANENT IMPACT TABLE AREA ID PERMANENT IMPACT AREA SQUARE FEET ACRES PI-1 1,437 0.034 PI-2 14 0.001 PI-3 648 0,015 PI-4 9 0.001 PI-5 253 0.006 PI-6 423 0.010 PI-7 139 0.003 PI-8 18 0.001 PI-9 1,075 0.025 PI-10 90 0,002 PI-11 79 0.002 TOTAL 4,235 0.097 m N N 0 ro L]J L/1 Q a z 0 z F 0 Q Lu Q 7 Ij Ln Ln rn co CD N r) Q U 0 Q 2 PERMANENT 404 WETLAND IMPACT qN, 1 / / \ MAGNETIC SPIKE SET / \ NC GRID (NAD 83) \ N:139,778.2790 \E:2,328,055.5120 4/ ELEV: 6.65 NAVD88 0� sus '`• ±������;-:s-_ � / CP 5805 RIVER ROAD / CAPE FEAR PUBLIC UTILITY / w Gas \ MOTTS CREEKORITY LIFT STATION SITE w w w D.B. 6570, PG. 2616 D' W w W wS W� w w PROPERTY LINE IS CENTERLINE OF MOTTS CREEK w w w w w w w w w D1S �A w w w w w w w w �y21, w w w w 1 w w APPROX. CENTER w w w w w w w w w w 1026S OF MOTTS CREEK w w w w w w w w w w a w w w w w aw w w w w w' 1027 \ �Cl 1018 \ 100' w MHW LINE w w w w w w w 10 6 1028S 1019 _ w w (INTERPOLATED- w w w w .� w Q' a 1033 1029 " w- w w SEE NOTE 138) w w w w w w w 103 - a w w w w w w w w w w w w n, 1034p 016 10 w w w w w w w w w w 1��0 103 a 403 I OD w w w w w w w w w �w w 38 I 5 9 103 a 1 97 a 72�„ w w w w w w w w w w 10410 104 rl, w w w w 4 r w w w w c COASTAL WETLAND do 101 u w w w 'BRACKISH MARSH LINE w w w w 1045 a 104 04 5 2 = w w w (SE NOTE #8),- w w w 1 1 9 9 1053 1046 105 060 `rb w w w w w w w w w w w w w w w w w w w w w w w w f'Q 1051 a �,• �10 w/ W w w w w w w w w W w w 1047 1 6 d w w w w w w w w w w w w a 9 0 D �86 w w w w w w w w w w w 104 1062 w w w w w w w w w w w`tnA074 w w w w w w w w w w w w w 1073 1 10 63 w w w w /w w w w w 1O75a j 07 10 vv5��,, w w w 1078 IO$ O6 w w w w w w w w w w w w w 6 w w w w w w w w w w w w w 1077 � 107 1 3 1 w� 112D g 10 w w w w w w w w w w i w 1121 11 r w w' 1122 w w w w w w w w w w w �` w w{'��`aw• 1116 111 1094 w w w w w w w w w w w w w w w 11 w w w w w w w w w w w Al 11f w w 1114 109V 0. w w w w w w W W w w w w 1124 w `!/ 111 11 ID9 497�4 / w w w w w w w w w w w w w i d w 11B 1110 w w w w w w w w w w w w w w w 13��26 w 1138 11$ w w w w w w w w w w w w w w w W 1 $5 w w w 4O4 WETLANDS w w w w w w w w1140 1y139 09 N 24031'57" E 754.59' (TIE LINE) i w (CONSERVATION r, . w w w w w a` a 1 70 / w w w SPACE) w w w w w 1141� w/ 1162 6 1 3 1 69 1172 189 w w w w w w w w w w 116 a 116 a 1165 114E a a 1182 t187 119 w w w w w w w w w w w '°" /1143 / 161 16B w �11'2.rj� w w w w w w ak w w w w w �% a w m ts' / 1 9 158 114481 a74 E 1143 Q w w w w w w w w w w w w 115 a 1167 w w w w ww w ww w ww w 1w 14 C a a 1a 2 1190 ,p 192 =a `1 1177_w w 1156 155 3 19 2MHW LINE 8411g .(END INTERPOLATION,,, w ;1 1111 7 N/F ' NNP IV -CAPE FEAR RIVER, LLC APPROXIMATION 1ww d BEGIN NHW ONE w TO THESOUTH; w ow '1146 -1147 115 1S2\NSEE NOTE 138) w0 a •j•3� 73 1 w w W w w w w w w w w w W w w w w w w w w W W w w w w w w w w w w w w w w w w w w w w w w w w w w w NHW LINE w w w rn w w 'v I'v 'k w w w w w w (APPROX.; SEE NOTE #38) MATCHLINE w w w w w w w w w w w w w w w SEE SHEET H y w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 31 w w w w w w S I-3 _NOS 5 f •�. w .�, w .�, w w p�04�R 1 996 995 993 197 i RECREATION AREA �F� < THE VILLAGE AT MOTT'S / �os�gy\ LANDING r PHASE 1 M.B. 53, PGS. 269-271 1 I Ise, rfe, CD Tpg\• �F\ 5ai�Pc�P 0c,�v\ X� `�O PAP rl 63 co 41 18 ep\��'� Ii 'ii �0 9914 ` \ \ / Al 912 9 11 3 1111` ` \ \ \ \ \Ca��G�\Gw Q QG• / \ \ \ 23 Q6 �909 \ \ \ \ / e ���'O\��o / >x P�� '�� \\i i I SB �p d \ \w \ /f 84 ti 6 89 187 7 74,Nil \ ,� 81 =1r 8 873 87?$fi4 86 i �896 889 �I L`Ir 865 _ C1 \ \ \ �p� e `O� P� PF 8 6 g l V, rb67 �' g 18 rl� Il 63 in $5 m 8 �g 8 862� 42 8 7 834O`N .a�lrkl 51 „ w 1ko- S131� 3S I I N A a 2141111:01 11NO11 5822 RIVER ROAD N /F DONALD WILLIAMS AND WIFE LULA MAE R. WILLIAMS D.B. 832, PG. 868 PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES 50 1 1 1 1 GRAPHIC SCALE 50 100 ES M — ­V w w 200 ( IN FEET ) 1 inch = 50 ft. RFMFn Tn Ark]W.7 iAyniiT- TRFFC RFunvFn/RFTAWFR wrn Awn iupAr-T A, R4'i,4lunrR ClJFFT A—hA.hi 2 REVISED TO ADD TREE PROTECTION FENCE. 9-5-23 3 REVISED TO SHOW COASTAL WEMND LINE AND ADD ESTUARINE SHOREIME 30 BUFFER & 75 AEC LINES. 9-28-23 4 REVISED TO REMOVE ESTUARINE SHOREUNE 30' BUFFER & 75' AEC LINES AND ADD MHW LINE. 10-•27-23 REV NO. I DESCRIPTION I DATE \ I KLVISIUN�i_ I / Z•`�t�G�OF. \ \ MAGNETIC SPIKE SET 1 i NC GRTD fNAD 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: CB J MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WILI"GTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 ETnaih jeffmalpassWbizec.rr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC 7 2020 SOUTH CHURCHILL DR SHEET NO: WLMINGTON, NC 28403 m N N I CD rn Lu to Q �a V Z r) Z Q J l/1 O Q 111 0 J_ 7 w 2 Ln Ln In m 00 Q N V 0 Q C7 -_ --i- W W w w W w W W w w w W W 1077 107 t�y� 1 3 100 ?K�112D 1!1 w W W w w w w w W W w w � � 1 V D �IiI 11ZI 1122 10 1116 111 1094 W W w w w W w w w w w w w w w 11 - 1095 w w w w W w w w W w w w 0 w w w I 111 11 1096 e1D98 1 w 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 112 w W� - 1097' 10 Z W w W w 1110 - - W W w w W W w W W W w w w w w 1 U26 W 1138 Q -' W .V w w W w w 85 - W W w 404 WETLANDS w w W w w w w1i40 1,139 1 70 09 D8 N 24031'57" E 754.59- (TIE LINE) (CONSERVATION y W w W W w a, 1172 W W w SPACE) w . W w w 1141�' -/ 1162� 1 3 1 6 189 197 / Www ww wwW ww www ww WwW ww wwW ww wWw ww wwW ww wWw wW wwW ww wW `�rvWw�• Www ww w,y w- 6li\a 116 1°11E6r5 J w , 11911a1612114�0 12 6 204 �1143 68 73 a 11 w-1144 9 158 '74 19.) a 1167 4119D 115 1177_ 4 - W w W W W w w W W w w W a w,l b� �Ql �a 1 4 EIP MNW LINE 921156 D INTERPOLATION 178 118 N/F J..k ww& BEGIN NHW LINE 1 4 Qn91154 1�17-PI-1NNP IV -CAPE FEAR RIVER, LLCAPPROxIaAiIOTW W ' 1 W W TO THE SOU1147 1146 152 SEE NOTE #3S) W 01•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 [� NHW LINE w w w m W W W W W W W W W W W (APPROK; SEE NOTE #38) W MATCHLINEW W w W W W W W W W W W W w W Y SOX TREE PROTECTION FENCE 1 -�1 1J 1 1 Y 1� 6 100% OWN \ \�1\0\ / \ \ ep\ c'�� 1O oe SEE SHEET 7 Ik WW- 5822 RIVER ROAD W W W W W W w W w 15 A3•� ,(ev N/F w W w w w w w w 30„ SI DONALD WILLIAMS ESM w w w w W W W w W w w W 5?30 �N� NO D I FE LULA MAER. WILLIAMS W w w w Op��L`t f D.S. 832, PG. 868 W W w W w 1 W W W W w '1 w W CID (� 13033 4-11 - � •- W W W W w W W w w W W w W w �. � W w W w w w w w W w w W w 1 /N 09026'17" E 236.29' (TIE LINE) / APPROK CENTER J W W W W W W w w W W W W W W W W W W W W ' OF MOTES CREEK EIP W W W W W W W W W W W W w w w w w W W W w W W / ' _`, i 3•�W W W W W W W w W W W W W W w w w ,w W W W W W W W W � W W W a Y( 577 w w 78 wwWwW.wWwW 5 W w 9 3``�l�W w w W W W W W W W w w W w w w Y w w VW W W W W W W w w w 585380 w w `Y 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 Al W W W W W W W W ,O i+fi W W 2 W n �w W W W W W W w W W w w W W W W W W W W W W W w W w w w W W W W W W W W w 111444"'W W 59 a 3 d`i 97 •k W w W W W W W W W W W W w w W W W W w W W W W 5$ a W W f�jj8 W w W .y W a 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 W w W w w w w w w W W W J `SNw W W J 594 ' 99 W w y 5 W W 59 W j 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 S1 a w 6T3 w O W w w w w w w w W w w w W w w w W W w W W W W W w W W w w W W w w w w W w W w w w w W W W W W w U1.7_-- W W= w w W w w w W W W W W W W W W w W W w W W W W W W W W W W W W W W w W W W w W W W W w W W w w� w w 12 w 17 6d W . / ``� VGJ { O IJ•L' F\\ 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 Xy.l_W _ 1W 4 / \ 4 . SNLiI �V�'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 �y w w w W W W W W W W W W W W w a W W W W W 5' W W £ P1�A ' W 60 / RflpV0.33'r� i w w W 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 wow W 60 \ / " +3 ✓ w W W w W J" W w W J• W / 3♦ 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 W W W W W W W W fi20 a� W w W Cpl- a M / / W V w WW`WWW W w i 9 I1 D I u W w W W w W W W 23 624 60 IV W 12•5,621W 36%SC6 w 625 w w `V W PI-3 635 626 W w W _4' _4'_4'6 w W W W wWwWw 4,4, w 4, 4, W w 19 634627 12.5' 638 637 W W W W w VW VW W •4 .V W w V" w 62 W w w w W W W w W W w w W W w W w w w W W w W W w w W W w W W w W w W W W W w w W W W w W W w w W w w W w W W w W W W ,'- - w w w w W w W W w W w W w W W w W W W w W W w W W W W w w W W W W W w w W W W w w W W w W w w W w w W W w w W w W w W W W W w w W w w 639 W W W W W W W w W W W w w 7,� W F*� w w W w W W W W W W W W W w W w w W W W w w w w W W w W W W W w W w W W W W p W w w W w w J" W w w W w NHW LINE W W W W w W w w w W w W W W w W W w w U W w w W w w W W w W W w w W W w w W W w W W W W W W W W W W w W W w W•_.r'1 CP w W W w W W w W W w W W w (APPiSO11i SEE NOTE I38) W w W W w w /C�NIII�IW W W� W W W W W W W W w W W W W W W w W W W W W W w W W W W W w W W W W W W W W W W W W W W # D W w w 655, �66'1 6 / "Y •Y �' �+' �5 66I W W W w W W w W W W w W .jr w W W W w w W W w w W W w w W W W W W w W w W w W W W W W W W W W W w W W W W W W w W W w W W w w w W W W W w W W W W w W W w 01 I . 6 66W W W W W SEE PROTECTION FENCE" 651, 5 `5 fi E,y UT 1 656 66 ww �2W1W W SD W 643 Cc�w 659 6686M W W w 657 669 45 W PI-4. w '�] ,i-.•--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 W W w W W w W W W W W W W W W W W W W W W 648 99 .y -J�W WWW W64W9- ^ ,�gyv�-�.1,•:Y :e'•j, 672 w w W 6W6 6w w w J. W w W w w w w VW W W W COASTAL WETLAND & 67� w W w W ww '41 BRACKISH MARSH LINEY W 698 W IV, (APPROK; SE NOyCS) 702 67 Nj/ 681 fib I 75 67 f 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W w W W W W w w w W W W w W w W w W W W w�7D3 1 2 5' ,I, 694 W w W W W W w W w W W W W w w w W W W W W w w W W W W W W W W w W W W w W W w W w w w w W w W w W W W W W W W w w W W W W w W w w W W W lU W -f`1 j•��j-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 W W W w W w w W W w W w W w W W 704 p1-5 7 r 696 _ `-; a 677 W W W W W W W w W W w w w W W W w W W W W w W W W W W W W W w W w w w W W w W w W W W w W W W W W w W w w W W W w w W W w W W W W W W W t6'7� C 8 Y+ l� •-�•,-- ' W__, `y W�[f1.,06 692 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 a W W -- ' w w w W W W W W W W W W .y 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 W w W W W W w W W W W W W w W W W W w 70 W w W w ivy v' G`Kw W W W W W W W W W w W W W w W W 09 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 w W W W W W W 7�C/� 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 28 'y D- 4 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 .-- -' _ �Q"" 68Q�_}�� w W W 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 w w w w w w w W W W w W W W W w W w W w W W w W _27 -; •�?'•`:.. fJl-4' a 68 I rt� w W W x W W W W W w , W W W W W w w W w w W W W W W W W W w W W W w w w W W w W W w W W w W w W w W W W W W W w W W W W W W W w w W W w a 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 W W W W W W W W w W W W w 7 6 iQ W W w W W W W w w W w W w W W W W W W W W w W W w W W W W w W W W W W W W W W W W W w W W w w W w W W W W W W W W W w W w W W W w a 7 �712y' .g f W w •y 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 7 711 687 j16 r W w w w W W w W w + W W V" w W w w w W w w w W W w w W W w W .L w W W w w w W w W W W w W W W 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 •4- W w w W W W w w W w W w W w 2 7 -�4 71 I W W W W W W W W W W W .y W w W w w W Jr w W w W •V 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 w w W W W W W w w W W 713 " i' 716 ' W W W W W w W W W W W W w W W w w W W w W W w w W w 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 /7W �7W7 { [•W '- W w W Wa W W W W w W W W W W W W W W W W W W w W W 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'404 WETLANDS W W w W W W `TRE PROTECTION FENCE W .- w W wG` w W w w w W w W W w W W w W W w W w W W w W w W w w W w W W W w W W W W W W w W W w w W w w W W w w w W w w w w w w W W 2Z W W w W w W W W (CONSERVATION 771 f '•t .•.. 71�rw SPACE) W MATCHLINE .y w W W w w w w w wWw W �YV•',f1 J I�d Lb I W W W W W W w W W W W w w W w W w `S!� r W W W w W w W W W w W w w w w w w W W W W W w W W W w W W W W W w W w W W W W W w W W W w w W W w W W W w W W w W w W W W -412.5' 729 �'•' �•,_ 18 SEESHEET 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 w w W w w W W w w W w W W W W W W w w W W w w W W w W W w 41 W w W W W W 730 73 0 W W W w W w w W W 33 rV 70 32I O'.'� 25' 731 ! •y W PI-�% W w W W W W W W W W 6• 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 W W W W w W W W w W W w W W w w W W W w w w W w W W W W W W w W .r W 5 29 w W W w w W w w W W w W W W w W W W W W W W W W W W W W W W W W W W w W W W w W W w w W w w W W W w w W W w W W W W W W w w WOI-7'� w 7' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES 5 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 1 I RFMACFn rn AI1111ST I AYnlrr. TRFFS RFMriVFDYF?FTAINFII WM Amn impAl TC A RFNIILRFR CNFFT R-7A-9-S 0 2 REVISED TO ADD TREE PROTECTION FENCE. 9-5-23 3 REVISED TO SHOW COASTAL WETLAND IJNE AND ADD ESTUARINE SHORELINE 30 BUFFER & 75 AEC LJNES. 9—�— 4 REVISED TO REMOVE ESTUARINE SHORELINE 30 BUFFER & 7S AEC LINES, ADD MHW LINE, do ADD BRAC N I 3B AREA 10-27-23 1REV N0. 1 DESCRIPTION DATE I REVISIONS I / 1 1 4 �� d z 1+ f r Ir I r Jr r r r I r ! r I ' r 1 r 1 / I 1I I r sE,, -., �ILLCT�ON y�Ke / q G� q 7-6 1 I M.g sG pHISEorr's 298 r I a /. LegL0 n7- yE Nps�Oyp2Rkf gcTM. 60 P. SE- 1 s I -v l G 5 / / / MAGNETIC SPIKE SET NC GRID (NAD 83) N:139,174.4373 E:2,328,593.0393 ELEV: 10.31 NAVD88 / s AMENITY AREA \ THE VILLAGE AT MOTT'S \ LANDING PHASE 1­ \ TREE REMOVAL & WETLAND IMPACT PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA PATE: 2- 28- 23 SCALE: 1 "= 50' DRAWN: JCa MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WIL11INGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910--392--5243 Email: jeffmalpass®bizec.rr.com 355 Fax 910-392-5203 License No. C-2320 8 DEVELOPER: AFTEW PROPERTIES, LLC 2020 SOUTH CHURCHILL DR SHEET NO: WILMINGTON, NC 28403 PHONE: 910-763-2629 or, cn m N lD O m w Ln Q r a C7 Z Z O Q Lu J w i Ln Ln O N 0 0 Q C7 W ' f f , M•ecMw IV w w Y w w 7139 7 71 9RyASQ � �•r. pG TREE PROTECTION FENCE 298404�WETLAND(722 71w w (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 V SPACE) W w V• w w W W w w W w W 71 MATCHLINE 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 w w w w w W w w w w w w W W w w w w W w w W W w W W w w W w rry/ —"61 f Q I SEESHEET 8 W W W w W w W w W W y y y y y y y 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 4 Y w w Y w w w y Y w W W 412.5' 729 18 f NI h/ CO ` W W w w w w w w w Y Y Y 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 VW w W w w w w w w Y Y Y w w Y W Y w w w w w Y 7 0 f m m �7�Cr r y _ w S w S Y Y S W S W W W w w w w w w w w w w w V• w 4W w W w w W W w w W W W W V+ W w W w w W w w w w W w w w W w w w S W Y w W 73 33 (� �'� I r� SE A.� 'p 2R W� w w w w w w w W w w w w W W W w W w w W W W w W W W w W W W W w W W W W W W w W W w W W W W w w w w w W w W w w W w w (� w S2 N ='(ti I V�LI, AO✓�ll0A S �L %7O1 w W W w w w w W W w w w W w w w w w w W W W W W W w w w w W w W W w w W W W w w w W w w w w w W W w w W W w W w w W W pl-6 w W V1�-�i" 731 JJ'� f I ��INllc� q r/ 259 '� I Iq I a 60 PHAS�O rr'S YY `Y W W V• W S 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 V• W W W w W W W W Y Y w W Y y w w wP!_7 w f � �� �' Jr,3 ! W w W y Y S S S S S w w w w W W w w W W 41 W W w w W w W W w w w W w w W w w w W w w w W w Z II� W w w w w W Y W S W w W W w 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 Y W W W w w w w Y V• 4. y S w S w w w w 736 I Q I Y Y S W 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 S W w W w 4• w w W w W w w W w Y w w w w W W w W Y S w Y w w ; 263 w w5 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 A 37 WW/ f I =I I w w w w w w 4.W W w W w w W w 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 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 Y w Y y 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 38 / ' I r QAM), 7 W w w w Y w Y W Y w W Y 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 Y IVw w w Y Y W Y Y 4- w Y Y y W W w w Y w 261 39 , f I �, I HE k Ec rlQN A�kE w S 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 W w W W w P�—g �1/ J_A{/� I �61`'A C�4" �cPHr 12.S' 127J 4 60 '0 r r w w IV IV -4, W TREE �PQ &_ 7 S W W 1401 340 ww PI-8 w w Ura/ ' 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 W 1277 1267 W w w w w w w W w w w w IVW Y W W y W w w W w W w w w w W W w w W W w W II w w Y W 127 `Y W w w w w LOT 1 W W w W IV w w w w w w w w Y w Y Y w Y Y Y Y Y w w Y 1337 W w w W w w w w w V w w w IV 1402 MINOR SUBDIVISION 5 W w w Y W Y W Y W Y w w Y w Y w Y w Y Y w w Y Y w w Y w w w w w w w w w W w w w W w v 13 1279 126 12�a 66 I If I+j w w 12.5'Lor FOR NATHAN SANDERS 1403 133 1302 1301280 12 ?ELAM}- 0w w 41 w W 336 M.B. 53, PGS" 118-119 404 I 1 1281 i2$ $S&C PA _ w w w w w Y y w It, w w w w Y w Y Y w Y Y w w w w w w w w w w w w Y Iw40 $ 1, ' II gV/1_44c SOyN Tk- w w ww w ww w ww ww Y w w w w w w w w w w W w w W W w w W w w w W30114 5 ! 342 M NilnCE qArSi3 127� f B 1407w 14 6 1299 1282 60 Q]TS f Ix -_0w 409 -VV134 133 1 0 7 c 410 12Y304 1306 PG 3 7 294 ((jh S w S W w w S w w w w w w w W w w W w w W w w W w W W W w w 1 $ 129 , 97 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 I w w ww ww www SwW wwW wwW WwW YwW www wwW WwW wwW ww wwW wW www ww WWW wW Www ww Www ww Www ww WwW ww Www ww www ww WWW ww WWW ww WWw ww www ww wwW ww wWW ww wWw ww Www ww www ww wWw ww WWw ww WWW ww wWw ww wWw 1411 1416 ,5I1i, 1 5 J%, f II �6 `V 12 1La A M 1 �r -7/1NEECr/Oq�kl421 346 330 VCSA(N293 AIDINOe 86 60P&AMo Er141S3 7rS 41 1418 9 13 1310 287 W w W W W w W W W W W W W w W W W w W W w W w w W W W 131 f 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 y 1 31 1309 1 91 8 Of W W W W W 'w w w W w w w W w w w w W w W w W w 1415 TREE PROTECTION FENCE 141 349 1 0 328 14 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 W W W w W W W w w W W w w w w w w w w W w 14 a w w w w 143 / I ,143$ 1142 Q4 131% I / w w w w W W W W w y w W Y w Y W Y Y Y w w Y W Y! ~ / 316 W w w w w w w w w y w w w w w W w w w 1444 1442w w 143 . 1 2 fiti` 1425 1 5 13 144 a s "' 1439 1434 13 j31 W w W w W w w W w w W y w y �445 w �' 1437 143 - r I p 447 W 1327 1322 / - w w w W w W W 5$ 1 53 32W w 1448 1449 1457 1501 Id1 1/ 13 1492 a 1494 Q1450C/g452 tg?46 464 1491 41453 1493 1484 4 465 149w C� s ,. '_ S• j'. '� / / / / / 1497 3 �4 w w w w W W w w a c 14$ 1474 1473 1466 143 38 w w w w w // 1 7 7 15,00 w w w w w � m y 1495A w\ I 67 • / w W w w W W W w W W w W W 147 4 14 / W W W W W W W w w W w 1370 �s.. W w w w W W w w w W w w w 2 1 151��;/ .f / w W w w w w w w W w w w 1517 64 w w w w w w W Y w w PI-10 Y Y 15 / /- 1539 1518 13 / Y Y W w w w w w w w w w w / r 1374 1536 1537 3 75 w w w w W w W W w W w W PI {{{{11 w w w � r w w w IVw w w w w w w w W Vw w w V• 1524 COMMON AREA Y w w w w w w W w w w w w w W w w w W 4 BELLAMY PARKE 153 / / / SECTION 7 r r W w w w w w w w w y w w w w w w w w w 3 / THE VILLAGE AT MOTT'S ' Y w Y w W Y w Y Y Y w w Y w w Y w W w 4 - 527 G} / � � � LANDING PHASE 1 1�144 3 1. 9 31 ='� - / / M.B. 60 PG. 53 w w W w w w W W W W W w W W W W W W W W W w W W W W w 0— +� �hO 4 404 WERA DS W Y w Y W w W Y w Y W Y W w w Y w w Y y w W w y S w� \ �i O 'kV ` _V/ � rsQ•L'�� ` _Y �� /J \/o Y Y w w CONSERVATION w w w w Y Y w 1551 - 51'J 58`30 " SPACE) w w w w w Y w 0—, 52 1556 / 0.= S w w y y w w Y Y TREE PROTECTION FENCE rG A , I • L� - �� _ _ - - w�/ 1+ -— w 15598 EPA 57 / \/ INC— w w w w w W W w w Y w W Y w W W w / :d' ..5. S��• i� EIR 1560 NTRS _ W w W w w w62 1561 y1564w d' w W 1579 Y1565's 156 / rf/{1-s 576 w / 1567 1568 1575 / 1564 � 1 ��574 -e 15715711572 577 / 1578 / / J0 y33 ' i /O� J / ' J PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES NEW IRON ROD SET NC GRID (NAD 83) N :137, 833.9790 E:2,328,324.2540 ELEV: 19.88 NAVD88 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 1 REVISED TO ADJUST LAYOUT" TREES RFMOVEDAPTAINED. WETLAND IMPACTS. k RFNLILARFR SHFFT_ 2 REVISED TO ADD TREE PROTECTION FENCE. 9-5-23 3 REVISED TO ADD COASTAL. WERAND/EIRAGMSH MARSH LINE. 10-27-23 REV N0. DESCRIPTION DATE REVISIONS TREE REMOVAL & WETLAND IMPACT PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA GA06 d :. • �`c xx Q�. 3M2 'i,< <,,� • ;?'�� # airs `�� �i `,��. RATE: 2-28-23 SCALE: 1 "=50' DRAWN: JCo MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBIVI WILMINGTON, 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 SHEET NO: 9 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 OF: 37 NY INLAND WATERBODY AEC PROPERTY LINE IS-\ CENTERLINE OF MOTTS CREEK APPROX. CENTER OF MOTTS CREEK OPEN SPACE (178,253 SF) N 2403VS7" E 754.59' (TIE LINE) N /F NNP IV -CAPE FEAR 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 G's, PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. / / • ,I 1 I.iT I..A 1 1 b,I-1 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 fL 1 I RFVISFTI TA AL1111GT 1 AY(117f 7RANcZMf)NA1 RI IFi7P AnnprCC TA!` f,Auul'WTG s oral Iuom C UC — 200 2 REVISED TO AD4UST UWWA UNEIYPE AND ADD ESTUARINE SHORELINE 30' BUFFER & 7T AEC LINES. 9-28-23 3 REVISED TO REMOVE ESTUARINE SHORELINE 30 BUFFER & 75 AEC LINES, ADD MHW LINE, & ADD 30' (NLAND WATERBODY AEC LINE. 10-27--23 REV NO. DESCRIPTION DATE LV1JIUNV ) Igo, ji 26 Fir \ MAGNETIC SPIKE SET 1 i NC' (,RTD (NAD 83) 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: JcL3 MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WILLUNGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeff3nalpass@bizee.rr.com F. 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO:1 0 2020 SOUTH CHURCHILL OR W:LMINGTON, NC 28403 PHONE: 910-763-2629 37 OF: T41 GOLD N P OVER LANE Sapp BPS � 1LIND_ _3 D'BBFDE�� A 19 FI, RE�gSF A18 A16 A17 \ I �gp1V1 _ A15 �i 404 4 WETLANDS �= 1 A11 t jf.`._ ` I A14 �1 _ N 24031'57" E 754.59' (TIE LINE) CONSERVATION- y� 't A13 I I w w SPACE) w w w A 12 I. / v-i ly � I -� .I I- I 1 I w E� � y �I I - �`+- �+ I% -�„ I L I- 01 C� �K� / i w I� w w I I I �I W i w %� -_.I /1fl I�N— WI l� I�I� WJ wW YII� ��3� w I ww I I w'jI I EIP MHW LINE-fwlIw--- OLATION N F — - — QE � BEGIMNHW LINE NNP IV --CAPE FEAR RIVER, LLC I I y �I C I^ �� A IIXVMMATION TO THE SOUTH- wl=`- _ � �I� � � , Z4 SEE NOTE �38) W 2 END 10 ]RANSijIONAL I� I �T I y �i 11 ICI= 171 I IIw I I BUFFER' AT WETLANDS Ij I I a 4 I1E— I N ILt Iw w w Ij w I ADJUSTED SWAMP FOREST LINE iVHLI� m _ MATCHLINE i(APPROX.; .�- ��.�- I I_.,I� �SEE NC TEW �,3s�NE OPEN 178 253 SF) ' w 17 Iwl t l I I w w IY I I w I t Iw wl� I T T I E Ell F__ H IEII r;�;JH Ij I I I tI Iw I I fiIW wI I��T41 I-! A9 / IT ADJUSTED SWAMP FOREST LINE- QI ,, A10 \ \� , \ \ 'cA\��, !' G WN,<] \ \ \ `j \ \ \ vp�Q fir, \ l 1 \ ki I I II ! I II I II II II 1 1 ENLARGED VIEW OF PAVEMENT MARKINGS IN FRONT OF SEE SHEET 10 W w w w w I I - 5822 RIVER ROADa01Dz0ry� \ C LOTS B3 & B12� WILLIAMS I� I I II 35v�'��° �` QONALD / x \ SCALE: 1 "=30' ! I w) I� �30 �2 _ �y0� � �`��,p AND WIFE Ar zQil�E ESM 'CP M ATCHLIN E SEE SHEET 12 4 -- LULA MAE R. WILLIAMS S �� p�QpER�+ D.B. 832, PG. 868 ICI - CP I�-I � �I� 7go3g'h3' �� w v w w pomp N 09026'17" E 236.29' (TIE LINE) / OFPMOTTS CREEK j`jf 1 EIP w w W I �1 IwI I W I l i w I I I �1 E.4 w w w w w w W - I I yi �,�, w � — I I � y �I� I V{ -�1�� I� �_ I W y�{ �— Ji �I� j� �I� .If• .v � I,r. 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PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES GRAPHIC SCALE 0 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. 1 I REVIsm TO ADJUST LAYDLIT. ADDRESS 'MC COMUFNTS. & RENuMR€R SHFFT- 0 R-9H-93 2 REVISED TO ADJUST LIMWA LINETYPE AND ADD ESTUARINE SHORELINE 30' BUFFER & 75' AEC LINES. .UARINE 9-28-23 3 REVISED TO EMOVE EST SHORELINE 30 BUFFER & 75 AEC LINES, ADD MHW LINE, ADD 30 INLAND WATERBODY AEC LINE AND ADD C00.5TAL WETLNVD/BRACKISH MARSH LINE, 35• BRACKISH MARSH BUFFER LINE, & 75' BRACKISH MARSH SETBACK NE IN PHASE 38 AREA 10-27-2.3 REV NO. DESCRIPTION DATE 1RILTAN7Ph61 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: JCa MATIPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SBTPYARD BOULEVARD JBM TYILMINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass®bizec.rr.com 355 Fax 910-392-6203 License No. C-2320 DEVELOPER. AFTEW PROPERTIES, LLC SHEET NO: 2020 SOUTH CHURCHILL DR WILMINGTON. NC 28403 PHONE: 910-763-2629 OF: MATCHLINE SEE SHEET 11 B28 B29 B30 B31 B32 B33 B34 F T41 B41 B42 B43 B27 i � - \�I�I��Uffl% iiiiiiiii ENLARGED VIEW OF PAVEMENT MARKINGS IN FRONT OF LOTS 828-1331 & 1341--'B42 SCALE: 1 "=30' OPEN SPACE (885,551 SF) LOT 1 MINOR SUBDIVISION FOR NATHAN SANDERS M.8_ 53, PGS_ 118-119 B17 1 / Mg°s GP ygseorrs I �� G - � %D , / 2g81 ! 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GRAPHIC SCALE 7 a 25 513 100 2C ( IN FEET ) 1 inch = 50 ft. 1 I REVISED TD AhR1S7 LAYOLfi_ ADDRESS TRC COMMEMTS. & RENUMBER SHFET_ I R-99-9A 2 REVISED TO ADJUST L1MWA LINE"E. 9-28-23 3 REVISED ,TEIRADDACKISMHW H MARSH' &F16LAjID WATERSODDY AEC LJBRACKISHE,CCOASTALWETLAND 6RACKISH MARSH 10-27-23 k�' DESCRIPTION DATE ���KLVI5IUN5 Imo, II SITE PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA J DATE: 2-•-28--23 SCALE: 1 "=50' DRAWN: JCo MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WIIIUNGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email. jeffmalpassfalhizec.rr.com 355 Fax 910-392-5203 iieense Na. C-2320 DEVELOPER: AFTEW PROPERTIES, LC SHEET NO:1 2 2020 SOUTH CHURCHILL DR W I-MINGTON, NC 28403 PHONE: 910-763-2629 37 OF: CP • ��/s \ / 5805 RIVER ROAD / CAPE FEAR PUBLIC UTILITY AUTHORITY MOTTS CREEK LIFT STATION 6570, PG- 2616 / 41 � ® w w w w w w w / 0 ♦ , . w 30' INLAND WATERBODY AEC, w 0 w ~ 5 $ � s� ♦ \ 1 / // / J / w ,� �, �, �, �+ BRACKISH `" `sS \ ♦ \ 'ge, / RECREATION AREA w !� �r ( THE VILLAGE AT MOTTS I PROPERTY LINE IS / `� MARSH � / ♦ \ q \ '1 f CENTERLINE OF cm, SETBACK r] \ 'O LANDING I MOTTS CREEK w w w .s' .�' w `� I `�' :{j �; , .i'S, \ lqy \ PHASE 1 \ ♦` �O�qy� \�q�\ M.B. 53, PGS- 269-271 � , w I, w f, w w .. � ,' � 5y �,I, - '' / ;� � /� � '•s ILL � 1 \ ♦ 'S�� `\`'fiJ, \ y , w w w w v, � 7/ �QeP\i" w / � `]� ; ,' r Cl, , ' � `♦ s s�F� \ ��� \ / 1 X. CENTEER w w .I, w w ��.7� L � pS� `�' pP `!' _ ��-------- -- a �� \\ ♦ oo \ \asp \ / 1 , OF MOTTS CREEK APPRO w � w w w � y Q• w/ w w ;, y, 2 w w J, 14, w w w w PO,.I ` 6c� \ \ \ \ \ w w w 25' SWAMP w w ; ` - ,'' 'V,.d r FOREST \ �' ♦ \ / O P� �� \ w MHW LINE w 1z;rt SETBACK w (INTERPOLATED; w / w w 1, w SEE NOTE #38).v w ./ w ♦ \ �� �o P P �I. / q liew w yr z � �. w w �. w � 3 ;'-' w SWAMP FOREST/WETLAND LINE Al 1 O1X' ! `r�'T" �L 9\ \ ♦ / \ �k'♦,P \ )� IN w w /w w w w w w w .i, � w �. w ! � - ;; � . `I'/,.' - _ _ lay��i �2 '��,c r,L,p\iy�� 9 \ �`�j ♦ \ \ \ / Z� •`� ♦ \ ! ^ _', �L�,,` Q ,♦�i� ��c/Cf s�, / \ \ O� Q� _ \� o / T \ ♦, P /h o;' JO ' C,O: • `\ ©j, %•a`\ ,, gyp`[ \ °y��'2o�� ♦ \ \ \ �.`�G'��ti, Q�G_� ♦ "�( N G ---- o O/ /' \ SO f`', s S T 6' G' Or C3 P G Q 7iyG``�j � s \ \ / Q �♦?'�r` o COASTAL WETLAAD / BRACKISH MARSH LINE / 'r !l /C.O. NOTE: (SEE NOTE 18) - / ` I N I �o� .pc \`�J \ \ \ / ~'� Pao o �- ��s ��s� r+, '' \\ trs ♦ \\ \ SEE ROOF DOWNSPOUT PIPING A4 w w /w w w w w w w � .� w w w w w w .L w w w w Mo�oy .�% ;, , mooO/%,� � ', - C.=O.-• ��,�. C%' OQQ-O 99 ,° ss,�� �y \♦ \\ \/ QO� QG l a �® oPLAN ON SHEET 24 FOR ROOF w / DOWNSPOUT PIPING LABELS. w w w w5'BRACKI�HMARSH�BUFFER w w �,' �,,� A�j `�_ y°` o °°000 �`°' �'� \\��W ` - 000 0 0 0 w w w w w w J, w 11, w 11 w 3 '1 / cp A T '' �i \ ♦ \�JS l01 �f\� NOTE WELL SILT FENCE I I ti?9� ''a� \y`GD:,°�y\ \ \ G� e QG w w w w w .!. w w w , WETLANDS SHOWN ON THIS SHEET ARE uMlrsoF �,'- _; � �' / T10 w w w w �v w w w w DISTURBANCE w� ti` %:- �Q !�� J� WETLANDS AFTER PROPOSED PERMANENT /w w w w w w w w .� w koyI:ye °' f �T F, xl��s �� / \ o / ms tic �s �B \ \ Al IMPACTS (FILL) BASED ON WETLAND I ��s s f. ..... w w � � w w , IMPACT PLAN. 11 'o S \ \ / ♦,� `moo P w w w w w w w w w w "�a 1 r ! - b w rG : ` D WET � 1g R� � o� s \ \ / �a� G GF, Q �' S. D Q w �, q, 11, ./ w w w 11, w w w POND �1 $9 `1 �12� W 0.EO �6 ,°� �° \ G� ♦ ` \ \ \ Qo eo�, w w w w .� w w w c , '�s II p�} [ S� / �1 �8 f ��' 04 w w w = w 14, w 12 ` '15' R P rvP 1,so 1S ,L, w w .� w w w w w w w w �: \ TOP 2 30 °0 .: C.O.R� D 31 3� .-�v,i,l` INV=3.95 N �' U DD 1 �' W W 1 _ S 1`� �� .M. C.O. A8 DI-18 to n o TOP=10.92 p ,l la�,oa Ln C, w w w -1=6 l .-C.O: ` X12.O2 1�� SS ,c.U. •-�.u, �.,- � zy 4� w w IV 1 TOP=11.1fi W w w w �. w w .� w 4 A9 INV=` f ° 11.7�11.7$ -� c„o 8'x4' REDifCER '.:�,. W:M• u� X '`, c� :. �-C,tl. `,• � z ��'o�'---,ocn �`u A19 � ��'\°�,�, _ - 8'x8 TEE 612 ',�p35 'S : C.U. _� . rr N z 1 i4�,8 ' `n - - .o �O ` 9 a 9 C s',$, \ ♦ \ \ w w w �, ,4, -4ADJUSTED SWAMP FOREST LINE w ' 6' REDUCER �1 1 S , : _ j c i15 o �`''� '- I - / S S o ,_ A17 �, G�, F `����. .� w w w w w w w w � w O 6� SSMH-18 •�_ .• i � X' � Tx' r� : :•J � �p Cp -1 � `U ,, � � GI%' � ��� ° _ o , TOP=11.$6'� ., •:. d -,�� �..W.IJ:, ��. _ - � y QES G '• ,6 6'' \ .�'• s \ \ w .!< �!, w w w w y [al 1, + . w U A10 \- - J -- ' °° C.O:. ` c,_ +n jNV-{N(N&S =415 ` i w. t_y 3 Lam' V r: u n U, � ;. 'i�yV-OUT(E�=3.80 � r � ' � :- -- �� �, y � ,', � •�sF�� �,� \ �� \ \ w w w w u. w w w .v .v .sr --- 3 r Y y �`n A15 r I r'� 'P '•, \ \ \ \ \ \ -o`y N 24 31 57 E 754.59' TIE LINE -;- ------ SSMH-21 f 2 a I N r^ z �� a { ) n �'r A 11 TOP=11.80 ,:. a " rn Nye g� A 14 y o g 10 c`y ♦ cP \ \ \ w .� .t w w w �, .y ,� i ` INV=6.55 �; ' tv I' o r- ; o TN' , + \ ' 404 WETLANDS �, �, �, '- 12.87 y4 oar, �pRE p1EA 1� \ \ `� \♦ / o I -� r, (CONSERVATION �`Z' / j 12 A13 %�--f- 5 �pti � p\A" `,','� \\ '\ \v \ w w SPACE) •� w o 0 Al2 `' 2A3''2 10 Z� g40l� EPi � SS, Zl \ w w w I h o�w w w 2s�oo o ��35„ N1 01� 49 D`Q pP' _�ry h� ,' TW=11.70 --- 0 5 73 SIN' 8' w �. .� .i w w w w .v v, w £' w ^� `� y .� DIRTBAG® - 22 \ \ 'o SJ, (SEE DETAIL) y TW=5.50 `, � � �C'00 o � ----7- i MHW LINE oq - s, .41 w; w .v w w w v, w(END INTERPOLATION, w N w w w �I - �' -- EIP 511.EN & BEGIN APPROXI A11ON �p 00 w ,, w w •�• •� !` �' TO THE SOUTH; •� �' w w/ w w. _ 1 J-J� g w� uM135 w .! w I.. w w \1. w w w w w SEE NOTE V8)- .� w ya s, w .4' / 1 — 2ycflo� w w S 00' NNP IV-CAPENFEARRIVER, LLC w w w w �' .�. w •� w �` w .�' w w �' w w./%� r N ^o w s' w 1220 w w w w w w .v v, v 11, w .i, w w w '30 L .�. w w w w w V/ .v /V/ w V/ � / .S ► S ?301 w w V � 11, w w w w w w w J, '' J - .I, w 137 t1yC0fl3 kYA ` w w w v, w w w w w w w w NHW LINE' .i 11, 'IV IV. 11,w 11, w w �, �, y(APPROX.� SEE NOTE38) � Nv \, a q, w i ' n f, w .I / w .�, w w w w w .1, w It, w w w w w w w w w w w w \V w w w w w w w w .r, w w w w /\V w w w w w 1p l '0 5 `\ 1 /S -/�q/ s o cP 1 1 5822 RIVER ROAD 1 N /F DONALD WILLIAMS x AND WIFE 1 LULA MAE R. WILLIAMS D.B. 832, PG. 868 , GRAPHIC SCALE 0 15 30 60 120 f/® ( IN FEET ) w w w w w i, �, 11, 11, w ! 1 inch = 30 ft. w �, .L. .� �I, v, w w • • � V�1 3� URv�.I�D � I REVISED TO ADJUST LAYOUT, ADDRESS TRC COMMENTS, & RENUMBER SHEET. 0r-AIr m� w w w w w FR f w w 1J PRELIMINARY PLAT NOT FOR RECORDATION, A-3A-?i 2 REVISED TO ADD MISSING SSMH LABELS, MOVE F/H, & ADJUST WATER TEXT, 9-5-23 3 REVISED TO ADJUST LINETYPES COASTAL WETLAND & LIMWA)• ADD ESTUARINE SHORELINE 30 BUFFER & 75' AEC LINES, ADJUST LOCATION OF ExISDNG WATER MAIN, MDVE F/H• ADJUST WATER. ADD OPEN CUTS. BORE/RECEMNG/TAPPING PITS, 6c STEEL. CASING PIPE. 9-28-23 4 REVISED TO REMOVE ESTUARINE SHORELINE 30' BUFFER do 75 AEC LINES, ADD MRW LINE, ADD 30' INLAND WATERBODY AEC LINE & ADJUST U LINE. 10-27-23 REV N0. DESCRIPTION DATE CP w CONVEYANCES, OR SALES REVISIONS ` \ 1 S� \ 10 �?3 EROSION CONTROL, STORMWATER, & UTILITY 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 "=30' DRAWN: JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WII,MINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jcffmalpa.ss®bizec.rr.com 355 Fag 910-392-5203 License No. C-2324 DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO:1 3 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 oF.37 v m N ! 0 C m Lu Ln Q a C7 Z_ z Q F_ O Q LLI Lu Ln Lf 1 m O N s Q V 0 w w w w w w w w w w w w w w w \V w w w w w w w w w ;' w w '; w `ems' v. vi �%; w w \V w 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 T 11%1 L •L `! w w w w s� w w s i. w w s s :V s w !. .V w s s �I. v w w NJ/ w w w �i �V s �V �Y v w ! .I s �V �I. v .v w \11 s w w 4 w s s v N w w w w U ry'_ SDMH-11 /_% w w w w w w w �• w w w w w �. w w \V 404 WETLANDS TOP=12.25 -` --- I�(CONSERVATION V�-'" , INS)=7.52. SPACE) A& F W5F1'IV w w w �'� 4�w w w UMITS OF DISTURBANCE SILT FENCE 4-<; -J,s w s w w s s w w w w w41 TW=11.70 w w` w w w w w w w w w w w w w' w w w w 4, w w w w w w w w w=t220 w D' N m --- B4 B3 B2 B1 1 ` W w w w w w w w w w w w w w w w w' 12.87 0 C.O..' "- zit '1 ' Y I r' OUR '0 65 SSMH-13 O -� '�' � � 1 86 w w \fr w w w w w w w w \L w w w ll. w w TONV 14.5$ ,I W. ' N� N N I L 136 SSMH-12 C.o; w w w w w w w w w w w w w w w w w TOP=11.56 • '_ !. (n ' INV-IN(N&I:)=4.42 / T S}-4 32 i `W 4 [ m ! , 0 o a , N Lo ! N Q] t w ul I U I 1I o y^ ' O I I N I ! L, o C w w w \v w w \v w w w w w w w w ; w w p '- I I + + r INV-OU ( - x11. SS SS S 1.90 li � � J E � L I S .- SS SS m I + q I DI-12 CO. 11. 2 11.70 t5' RCP DI-13 w w B7 TOP=11.17 f.:' :: f I TOP=11.1 ;� + INV(N =7.35 .. 4• G V 11 37 11.3 INV=7.18 65 I w w w \V w w \I. \I. w �. .� �, w w .� INV(E&5;=6.96;'N '. : :... i� W W�W N ' c� ADJUSTED SWAMP FOREST LINE = r ' T "� X11.7�1X 11.94 X11.82 X 1.70 11.89 I N I I J o f J f '25 SWAMP FOREST SETBACK A Cn CL to C.; \ s w s s w w--------'i`-- ---- w B$ "I- J . o,LQ offi TOP=11.89 N 2 G.V. orn INV-INSN =4.10 C"I BLOW -OFF „� INV-OUT(E=4.00 ��4so ¢ LO 2 f POND A1 w \� w w w w w w w I, w ' "d -1 ' PUBLIC DRAINAGE AGE rI`0 SDMH40 I ; ;` EASEMENT w w TO'=1t.73 Ln ro COMMON AREA 1 w w w w w w w w w w w w w ., INV=6.83 I N i THE VILLAGE AT MOTT'S w 8,9 12.87 1'cn J'to LLANDING PHASE 1 DI-10 12.87 M.B53, PGS. 269-271 DI-11 �. 14, =11.12 I r J 1287 ��' ty TOP=11.17 I -4.17 w w r. w w w w w w w w w \'7J w w w I w w .1�V=6.69 r` f r, ! 14� w :. \>< w w l y I B 10 s S 11.94 GOLDEN PLOVER ! I w I w w w w w w w w :� w w w p 12.87 ' l�iq.M: x1�, 62 11.10 LANE -33 11 3 12.87 -� 1 X SS L+ o� x . 9.91150I 4 11.54B11 w TOP=.51! tirsos J Og --ti r I INV-IN(NW&S =3.78 - +- wOUT(NE�=3.68 :: �; . W. j, �, c'�11 1// Z `15' RCP ~` CE rn ! J I 12.87 $ 1 U a r I L' 24' RCR MH-9 N ti 1 p o o r o o v f w w w w w w w \v w w w w \V w w yr \v .v "^ s w 11.87 p = .53 m 1 / a j INV N& 6.63 �. w w w \v s w w w w w w w w w w w s w w `, y o -- - INV N5. 3.7w. „'�� m m 15' RCP 1 r� >v^a� 1 w w w w w w V/ \Y w w w w w w w w w J/`' Ll Ln f = 1 1 �`r r �^ O RI-9 12.87 o7cn n Q 1 a, 1 TOPT11.60 • B / I I gA �.0INV &878 r .512.87 INVE =790 B12 I'll w w w w w ,I , w w w w \V s s \v w w \+' tr w � �� iw=12 20 c� cu w 4, nv w w w w w w w w w \V w I w w w w w w w w w w w \0 w' w v w I r I w I 1 � 11 / C. ASEET (WIDTH E-J --- t i V1 �, -ems 1 z to 1 /l w w s w \v w w w \V w B 14 cn 1 j i TWo= f Il 1 \\ =6.50 >n `\ `f - �, ! I � / ,. d I p0 d U w w w w w w w w w w w w w w w w w is w w j c.o w ww sw ww ww sw .wL ww ww ww ww ww ww ww ww ;fiw rw w v�I 12.87 r. Ws L I_ N , ,w%w w w w w w w w w \V w \V w s-r z_ II UJ 615 I / `" ! ,1/ \1, q, \V w \I. w w w w \V w w w \IS w \V LLJ I fj �N 1 •7 cna �Q % r BEsLtorB16 -UY rp23w. ;' I ' I 1 1 HE vi4L�Cr10N q�Ke q 6 /y NO T J k w w w w w w w w w w w w w w w w wry 1 6171' cis I �u i 1, r / ss °'_ p Hq.SEOrrs l ' I G 298 1 w w \v �. w \v w s �. w s w s •, w '-1 -2-87_ r ' / 1 12.87- .W.:. o / � U w w w w I. w w w w s w s w w w 12.87 w w w w w w w w w w w w \v w w w w =8.50 618 SSMH-3 TOP 11.59 w w w'`INV-IN((5N =4.60 STINV-OUT(=450UiJMIT5 OF DI \V w w w w s" 12.87 SILT FENCE _ \v w \v w w w w w w w w w w w \s \v TW=12.20 ' 12.87 w w w w w w w w w w w w w w w w W w s : w w w w I. 12.87,,"' I ' TgLNCG O/TsetC,gM w llY 12A 2 7 R k�_n I/ITIO/vp -7------- HLINE 1sgCIVMD1�qr60 pHgsjmorr w w w w TW-11.70 c. 61 0 3w SwE SHE T � 5� w w w w w w w (4 WETLANDS v w w w w w w TOP �11.$8 -' � �o ^' CONSERVATION w w w w w �. w \v t w SPACE) s w w w �S,cy �, 1N W=$.05. �pQ .� I' , 1 l o oNh� r" o INV(E)=7.6D ; : ^ �o I l I wSE w w U ! 4? 2-18" RCP w w w w w w w w w w w w w w w w w w w ENV=7.00 (I L m / w w w w w \!. w w w w w w w w w w w M=7'. W2=1RIP RAPw w cow r� " ;''WI r j l l a / w w w w s w w w \v w w I, (NCDOT STD. 876.02) ,_ I w w w w w w w s w w w w w w w w s s�:V A ^' I U TW=11.70 I 11 I B T I Gi a�L ^ 1 q TW=6.75 I v, ESLq yjY P 1 I Hec q TOP=12.20,v \v w w w w w w w w w w w w w' w s 14------ I ��� o LgAI VILLgcrlaN RK� INVS =8.56 0 �' ' I r 1 II A4. 80160 p 4Smo S w w w INU S -8.25 w w w w w w w w w w w w w w w � / 'O ITT w rF'�� F w 1M15F w s w w w w w w w w w w ; ,'F I` I 1' U 1w I f 3 w w w w w s w N WF II o "1 I TW-1220 N N \V \V w \v w w n s s w w w �F w \v w cv \+ i X TW=11.70 `�4ySF 1I ,lam o / Z LIMITS OF DISTURBANCE I Tio I 1 0 1/ _ z w w s w w W w o, .� 12 SILT FENCE N cn Z ! 1 Z I � 620 co rj B21 !I ; 12.87 ---- - _--- --- ,� B28 S --- ---_ -SMH-6 ' TOP=11.82'. --- -_ --- -- --- - INV=7.04__- __ c� I 1329, a N o ----- � _ - I�26 625`,, B24 i' B23 N B22 630 c.o.:. �_ ` j 12.87Lu 12.87 12.87 =' _ W.I. ;C.O: C.O, Wm:^ C.O.' ��.., W.M:'� C.O. 4 .k �-',�.�. BBLLgMr 720 rHE b p19 GRAPHIC SCALE 0 0 15 30 60 17 4,1 m I C-; 0�a:N , VILL ON Kf 11= l NDINGe q T 1 ( IN FEET ) % B44 ' 60 pGAS0rrS 1 inch = 30 ft. i z 5 3 I I Ir / 1 REVISED T ADJU ST UST LAYOUT ADDRESS TRC COMMENTS &RENUMBER SHEET. PRELIMINARY PLAT NOT FOR RECORDATION, R-9R-93 2 REVISED TO ADJUST W/L SIZE & STORM DRAIN INVERTS. 9-5-23 3 REVISED TO ADJUST LIMWA LJNETYPE, ADJUST LOCATION OF EKISTiNG WATER MAIN, ADJUST WATER, AND ADD BORE RECEMNG PITS & I G P g_28-23 REV NO. DESCR MON DATE CONVEYANCES, OR SALES REVISIONS CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD 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. EROSION CONTROL, STORMWATER, & UTILITY PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA E: 2-28-23 SCALE: 1 "=30' DRAWN: JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARDBOULEVARD JBAfl WMENGTON, NORTH CAROLINA. 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass@bizec.rr.com 355 Fax 910-392-5203 license No. C-2320 \V \I, \V J, w w w w \I, \v f, w v w w w w \V w w w w w w w w w w L w w w w w \V r� w V 12 �I tl y / 1/ w w w w w w \l, w w w w \v �/ w w \L w \v '• �. w w \!. \!, w w w w .[. \L \L w w w w \v �. ---7--------- ,' � NpIN � MarcHUNE ,'/ / Ma. so pf w \l/ \L w w w w w w L w \L \l, \V w w w f w w w \V .v w w w w w w v J/ w TW=11.70 \l, w . I 15 RCP 1t1 ' / SEE SH 404 WETLANDS 6 � ry /"Cj wEEr 14' �, L w w w •€ `�' (CONSERVATION L w w w �, w w TOP-MH.86 "4'r4 \L w w w w \+. w w �. w \I \L w w +, w �, L w w w w w .�, w \V SPACE) w w w w �S,cr \+ INV W =8.05 . 0 ; I' a g/` Wall yyINV E =7.60 2-18' RCP \l/ \l, \L 1, w w \I/ w \V w \L w w \V V w w J w INV 7.00 00, I ' / ;`r I% _ (� m / w .L w w \l, w w \L w w \� w W1=7', W2=1RIP RAPw w !' �' llq w i, 1, L w w w w w w l \I/ w (NCDOT M. 876.02) \, J, \v ;/ I 11 / v l E et / R I w ' U' J 7_/ " ti w w w •!, \!, \L w \V w w 1, !, w \V 1, \V w w w w w \!, w w w w w w w J/ w w w w w w w .ti TW=11.70 i5 ' / II; g L 0 TW=6.75 ``/ ^ I ' l ELL r 7 \L w w w w w \L \f, \I !, w w !, \L w w w w w w SDMH`¢ t w w w w \L \L w w w w w I \L w !. I CO s, v ��a " qMY 21 .�, \t, \j, �, \L \V w w �, \l b w w w \L \L w .+/ w TOP=12.20 L \L w w \V w w \L, .+, \L w w w w 1, �w w -'------- /;% ' ¢�' l cq'' ll o l rHCgVICCgGrION jRkE INV E =8.56 "~ v / • ' "� l NDIN q T \L L w w w \V \L L J, \l l w \v \V w \v VYSF-` w INV(S)=8.25 w \i \v .v \v L w w v/ L \v \V \V Lo \I, � ^I ;, /r' / / / I M so p�As �rrS \J/ IV w w w w w It, \l/ w w w \l, w w r'�S, �� w WS \{, \I. .L ,I, w uj ,I/ \L w w w w \v \f/ w L w w 1, \V w .!, w w w \L .1, w w w o WF 77 \I, w w w \i w k\L \L f s t -� I! o \L \ / w w w \!, w \J, w w �w \L w w \V w T11=i2 20 �' `V\; \! ; X 7VJ=12.20 TW=11.70 w \L w \V w w w \l, w \l, \L w w w w w 1, V, w w w y L w w \I/ w w w L w w w LIMITS OF DISTURBANCE vZ / _ l,I 1 U n l !, !/ \L \J, _ w w .l, \t/ 1/ w \L w w !, w w \!/ w { L L \12 SILT FENCE � �/ - I {/i ___- k 1 ! / w w _ --- - --- � - - _ _ _-- ----- w .V .V \L w w �oQ. --- � /fJ I; ,;I �'Q S � �� w \!, \l/ \L \L w w w \!/ .! L w j,, .I 95 0 1 BE B280 C S f m II !I$ Gi ' l CCLOT 12 w v, w w w \L J w w w w w w \L \l, - -- SSMH -6 ! . .. ,. ry I 111141 �h I 0 MY \L \L w w w w w w w w \v w w w w --_TIN7.82 � , - - -- ------ / ;,zu rHC�VIC�gGrION gRKE D4 . �. __� . ��_. pq r MO cb w w w w \v \I/ \V w -- co i NEB / I / I [� Z Q' / 60 HA03 S rTs cv z, I i w _� � , I Itu w \V V \L w w \V \V L 1, w w \1/ L w 829,/., 1:.: f B27 �� I_ I / VAu 0 97 . 625,, Z 1 w w w w w \I, \i, w w w w w w w w -- - 624 B23 B20 B30co Co, COOL _ 12.87 C" ' w B22- B2 '�' 1 `'E w \l/ l• w L \!, \L \L y, V 11, 1r . `� 3 1 7' 12.87 _ g W 12.87 0 4 r b w w \11 �� �\V \l, \V w \L w w \V w \V i71 w ,n . 12.87 z x 4` ;' / �! I J� �� B31 SSMH-5 FIX- - Y ..�,; . 12.87 t' w 1, �\J w \f, I/ 1, !, 1, w w \!/ w \l, yam; • C O.y v . \ Y I it / �� ti "5 TOP=1 i.3f C.O.' cv :� �! l.. C.O. 'w : (` _ l / c 3 C INV-Its NaCS = X ;M� C.O. '�1' ,., _ %C o z ! l B Gr 7 w \c, L w ��w w w w w w w \!, w w w INV` 6.76 S 11.7 0 k .0. �tr1 C.Q.: Ol1T{E�=6.66 ; .:�' .` S �S �� �wI.., C:O. > ! l I l rH 5E Y p y S 11.3 Q. VIf N.., C.0- = Q / S VI C I/O q RK f 2, 8 7 SS D a / / L N w \l, w I f 1.37 f 1�'4S 113" RC Q -i / ; l I _ `s Lq LgGE P S � / A'DI w w L w w D1 5 S 11 $S5. S '" , �+ c' ' / o I I M B 6G '-f jA MOTr 55 If / 0 pG 5 I S C 0., * En 8 x4' RED f 1.12 T = 0.92 1`� OWL 1ANE _ `y B / i B32 LNV[E =6.63 W ,' yy f 1.13 f =6 85 - -- SS S �: / o�` Q /3 \L L ®w \v w 404 WETLANDS \L \L I \v w w w w INV(N&5 =3�85 f ,,, X ] 1.70" y� 11.70 x , �' �+ / / % / c'/ I W 8 Vy DI-6 (CONSERVATION A TOP=10.92 w w w w w SPACE) w w w w w w w w r- w ' 1 ' °O -°° . 'c:o.> " ' w.IG: : C.O. : ; ] .95w W IV�247 11 12 h / C.O: ., w.l� �� ! / �Q B33 w w w w w w 1, \V ; w w \L w �� 87 8 12.87 w•. -- 4, o, / / _ w w w w ADJUSTED SWAMP FOREST LINE w w \V w \y w w ! ; �z a 1 � � 12.87 12.87 �"� j '/ ;/ r ; II � C I a �U% \ \l, \l/ w w \V w \l, w ji w w '\V I/I/�O 70/ 3 B34 % J' .CO�t CN d sS r /N� r'N,9'so i '- 1 B43 B44 B45 w w w t 25' SWAMP FOREST SEIBACKi w w w L .�, j`s '�? , ; I' �/10 - B46 B4' q� -_ y ��)SIj 12.87-"x_.-w �� I `" B48 -- - 'F \I, !, ftF w \l w (� w .¢ Z- , I - z 11 a 7li�rl`7` R IF INV-fN(SW =17.24 I ��z Q yr, 0 S INV- -].30 O / 5 d w > OUTN w w w w w J/ !, w \Lr_ - --.- ��, \Lj \li / '&•R I C.7 �5C D�-�25c a��,,77� - INP >>�7 �' 12.20 sco C =�??� w nVl} F B35 7 ° 1. 2 1220_ / 9 w w w � \S/ w � / Ei p FIRE HYDRANT ASSEMBLY r q---------------- 1r - C °Y ^] w w w w / ;' 9RI£SJ 0. z4W R®LICE 36" RCP / D �'\ - B36 r- 3 . /1 W/F.ES. w NI'/N l 716 / �SIy Dp w 3 w r B38 } 'S�cp �s \ wD' RCP ! 2 E.S. / DI NV=230 I B39 I r pj 3. o� 0`S S 0 1• TOP=11.07 \L w \L w L \L ws2p w T -OFF INV=6.55 f 1 SDMH-2 �0 ea, .�i e� w1�. TOP=11.70 w w \L w w w w nY 7 \L B40 s` _ v / �� v :.. _-]Nv(SW)=9 2 e / INV(NW)=7.99 ,'' w \l, w w w w w \l, \L 1, V 7 f.z, y3 ,i ry /\ WET /r I G� s0��j p`� / �� 2 72 /�: GO_,5 %- `4`0�= a� ,.`V' <b POND #2 w \+/ w w w \L / w ,l, w i� �' F ` S / 841 "ry w \L w w w \v w w w UlfljS (T�y 7��0 0 `, �o �� B42ry I / / w �J%C�Rggy !, 11Y.J7,� AS \L \l/ \I, V, 1, J, w \L \l, \l, \I, J, \L \L \I, J�' [ j� / 4, / O/ c�V / / p!� V �d \S• B(�E / w \L w F .v \Lw w ; ^ry �� g� / �' ' a ``} ���' COMMON AREA 2 / / _ BELLAMY PARKE w w w \L L \L \I/ w w w w J, \l, 'v \1,12 \l/ w \I SECTION 7 ,c 2p � Q /!% /, , / / THE V{LLAGE AT MOTT'S LANDING PHASE 1 \v y w \L \V w \I, \v L \L w w \L \V w w w y ;` L - O5 /�G'' E j % , / / M.B. 60 PG. 53 _ - w w w w w w w w w w I w �� 0 00ws j L w \L \l, \l, w w w w \L J w L \l/ \L w i w , 404 WETLANDS / - - \V (CONSERVATION �• w \V w w w w l` O ��� ° oO // - ,� `vim Q ��� Q����/ / r - DIRTBAG o ° \L \L \I, w w SPACE) w \l, L w L w w (SEE DETAIL) /v - w PP 0HE / - 0 0 °-Ot1E-OFIE , \ INV=6.25 w w w w \v w w \L -n w w l i' /S 13058'30" E / \ \ - ' �110.26 (TIE IJNE) / \ 1�NN 5F - w w w w w \l, w w w w 1 �, _/- W1=5' W2=15' L=10 I o �J V.4 (NCDOT STD. 876.02) ; \ / ° ,'/ 'J d w w \L w w w \l, w w w \V L �� 1 " -,`; i/ � \L L EX. SDDI1 / . GRAIE=16.89 S �004 P ����� a- = � INV IN(NE)=14.14 l " GRAPHIC SCALE QFZ �Q\ac� ih� ' INV OUTS)=14.04 5 QG EIR�� NIBS I N R4� g31 30 0 15 30 60 120 ��• \L w w �Q,-' 'i 3 NP / � F �, � _-- ���,; � �/-,•' �ti�y,;' ; ; ,�/,i � �� s .. _ v. 9= IN FEET w w w / lip/w w + _ _ G /� F ;' N �'yG 9 Oc, °° 1. �t✓P ��� - 1 inch - 30 ft. / /,•" 9 REVISED TO ADJUST LAYOUT. ADDRESS iRC COMMENTS, do RENUMBER SHEET. 8-28-23 \I/ \l, \l O o`- \OO�R� _ E1 j f � �''` / '���� s a . ° a 44 S��$ �� w w \I�� ; ,� �.ti a _ =' ��. ��' ° n ��5N�-��� PRELIMINARY PLAT is _ / f" ✓--- �s�J / ` G I. a 15 RCp­NOT FOR RECORDAT 5 �N1p,% �ovj ION, Zts�1i %' o �N�°'' CONVEYANCES OR SALESrAr 2 REVISED TO ADJUST WA SIZE & STORM DRAIN INVERTS. 9-5-23 3 REVISED TO ADJUST LIMWA UNETIPE, ADJUST LOCATION OF EXISTING WATER MAIN, ADJUST WATER, AND ADD TAPPING PfT. 9-28-23 REV NO. DESCRIPTION DATE \ I KEVI5IUNJ I / CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD 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. EROSION CONTROL, STORMWATER, & UTILITY 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 "=30' DRAWN: JCB MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM W921INGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass@bizee.rr.com 355 Fax 910-392-5203 license No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO:1 5 2020 SOUTH CHURCHILL DR WILMfNGTON, NC 28403 PHONE: 910-763-2629 OF: 18 J 11.35 _- `a 7t -- . N • DI-17 11.19x X io x11.21 11.20 X x rx �- � 10.92 10.92 � N 11.16x x11.16 �/ I 10.92 10.92 � �/� X 1X1412 11612XoX oX 11.14 a [p LA 11.67 11.55 111`.'.5 9 a DI-18 11.73 \/y\/ 11.48 rr�3 11.41 1,_37 7Xg9 x / 11.48 - -- - J co X 1.49 LO 11.53 11.61 I a �200 4 �\ Q -------- -------- X 12.02 ENLARGED GRADING ATfNEAR DI-17 SCALE: 1 "=10' 11.70\/ 11.78 x x /` N X' 12 a L0 �J 00 -- ---------------------------------!`` Q 11.86 , c d Q i I ENLARGED GRADING AT/NEAR DI-18 SCALE: 1 "=10' d N a DI-8LO d- o °i - d! Tx x11.30 °Y ,11 11.02 11.02 11.26x X11.26 1j. x11.02x11 I X X 11.30 I I I I a ENLARGED GRADING AT DI-8 SCALE: 1 "=10' N DI-7 (� N - a °; x x 11.20 __ --'- 10.92 10.92 11.16x x11.16 10.92 10.92 x x X 11.19 ENLARGED GRADING AT DI-7 SCALE: 1 "=10' re 11.60 11-89 11.58 „., 9`' o 11.20 11.54 DI-15 x ;0'` x,o x 1 1•3 5 X x 11.12_j X Q X o j�_11�13 X � 1 � j N N N \ /11.35 \> j + 1> � � N _ ,f x ' , I +r I f i , �i � 11.15 Cn CQ� _ 2 10.0 GOLDEN o�4 PLOVER 11.9i 1 7 11.9 o�LJLANE 11.39 �1 -7g � 1 , 11. �3 '' s.95x '` '0.0 11 % DI-,11 1 / DI-10 ;'x� � kI1.45 11 _� 9 a 9 1 � r g1� 1 1i.84 7 - , 10.01 11.1,5 >l c� r %` 10.0 ' 1 ,I I 5 1 I % 16 �r ,r r f o 10.13 cab f o' - 6 co in {� a c\ Vc\ -tl+J r j x v r % 1 4 - Nr q r I s ; OH O 4 � N cq ' w 1 O N c\ r I ° l r r ENLARGED GRADING ATAEAR DI-10 & DI-11, & GOLDEN PLOVER LANE DRIVEWAY SCALE: 1 "=10' -i cp f cp 0� 1i 11.52 I � } �v ALEXANDRA LANE - 3' ISLAND CUT O 11.21 d' ° I '`5 11. - , o p i1.11 �j 1 •�'S5 x DI-14 11.08 X o x o X x NN x p x 8x11.04 11 •�` 11. 01 co � ba k p i p j 2 fr 0 0 111- 00 4 j 60 11.35 1 li 62 ENLARGED GRADING AT DI-14 & DI-15, & ALEXANDRA LANE DRIVEWAY SCALE: 1 "= 10' , , t9 ', 061 c0 06 ��. OR 0 5 10- _ - -- P 4 `\ 00 p P \ \ \ q p '4\ - - 11.70 11.96 11.95 11.60 11.44X ° X7x -� 1.62 11 11.44 11.45 DI-13 x- X �x 11.17 11.41x 11.17 X11.41 X X �70 x 11.17 0 11.17 11. 3 7x x T x 11.38 11.44x x 11.70 11 a94 5 `' 11 8 2 '�' 11a7o a DI-12 x 1189 � '; X 11.63 12.02 d- N d c 00 ENLARGED GRADING ATMEAR Di-12 & Di-13 SCALE: 1 "=10' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES GRAPHIC SCALE m m mimm ( IN FEET ) 1 inch = 1.0 ft. 1 REVISED PROPOSED CONTOURS AT ORWEWAY. 9-5-23 REV ND. DESCRI"ON DATE REVISIONS ENLARGED GRADING PLAN ALEXANDRA PLACE A7 THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA GAR'g fel •q-5-zuz3' r 3 AL 36232 E1�g1� DATE: 8-28-23 SCALE: 1 "=10, DRAWN: JC0 MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WaAlFNGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-6243 Email: jeffmalpass@�hizec.rr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTES, LLC SHEEP NO:l 6 2020 SOUTH CHRUCHILL DR WLMiNGTON, NC 28403 PHONE: 910-763-2629 01-: L-L-I a QR N 12.87 p _ 4 \ P 4 A ' 4 p 4 q\I_ 11.77 4 ° x x 11. 70 11�37 11,�45 x x 1 1 d / 0 11.61 1 12.87 12.87 5 - 4 11.35 N C4 11.19 rn r 0) 1`51.20 DI-5 x o x o x; x 0�;oo11d13 11.12 Y cV Y f T T 11.35`\, a V 12.87 00 N ENLARGED GRADING AT/NEAR DI-4 & DI-5 SCALE: 1 "=10' x x Ln 11.69 11.49 11859 11.19x x 11�45 11�27X�X^X 11.37 � � �- 10.92 � 10.92 11.16X x11.1fir' x x DI-2 ° 10.92 1.0:92 /� /� 011.35 4,J I� 0 o X X 11.19 11.34X,; A- x n - - - DI-1LP 11.70x x aLO 11.77 � - - 0 1.6 i` d a - a r i - 1 ENLARGED GRADING AT/NEAR DI-1 Sc DI-2 SCALE: 1 "=10' 2.87 a - ENLARGED GRADING AT DI-6 SCALE: 1 "=10' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES GRAPHIC SCALE 10 0 5 10 20 REY NO. ( IN FEET ) 1 inch = 10 ft. 40 ENLARGED GRADING PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DATE: 8- 28- 23 SCALE: 1 "=10' DRAWN: JCB ENGTNEERTNG & SURVEYING, P.C. cHEc4cE6: PYARD BOULEVARD JBM [M,!ALPASS ON, NORTH CAROLINA 28412 PROJECT NO• 0-392-5243 Email: jeffmalpass®hizec.rr.com355-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:1 7 2020 SOUTH CHRUCHILL DR WILMING70N, NC 26 403 PHONE: 910-763-2629 OR Permanent Seeding 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 15 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 Passible 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 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 - 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 inceases stand losses to disease. Reseed, fertilize, and mulch damaged areas immediately. Mow to a height of 2.5-3.5 inches as needed. Table 6.11r - Seeding No. 3CP for: Dry Sands to Sandy Looms; High Maintenance, Fine Turf Seeding mixture 5_-pecies Rate (bu/1.004 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 Ib/ocre 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 ft apart. Place sprigs about 2 ft 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 e 'es Rate 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 ft 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 - 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 Ib/ocre) 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/core) Common Bermudograss 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. Refer 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 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 dotes 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 Ib/ocre 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 fully 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 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 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 WITH TRASH SCREEN ORIFICE OPENING INSIDE THE HORIZONTAL TUBE WITH A CONSTANT HYDRAULIC HEAD SCHEDULE 40 PVC PIPE OR ARM) HOSE PE OUTLET :Y<11111111I END VIEW GRA GENERAL NOTES: 1. 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 CONDITIONS WARRANT A CHANGE. 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED. S. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE DISCHARGE END OF THE PIPE. 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. EMBANKMENT MAXIMUM HEIGHT OF FLOAT WHEN NO ;ENCY SPILLWAY OTHER STORM WATER DISCHARGE OPENINGS EXIST (MAJOR STORM EVENT) STORM WATER DISCHARGE OPENING SIDE VIEW (NO SCALE) INVERT OF LOWEST STORM PVC VENT WATER DISCHARGE OPENING PIPE (MINOR STORM EVENT) LOAT FLEXIBLE HOSE MUST BE SECURELY FASTENED TO /THE WATER QUALITY DISCHARGE OPENING BLE HOSE MAINTAIN DEPRESSION TO MINIMIZE CHANCE OF SKIMMER BECOMING STUCK L = 1.4 X DEPTH TO THE OVERFLOW MSNIMUM LENGTH APPLES SCHEDULE 40 PVC PIPE {BARREL OR ARM) DRAWN BY T. R. EVANS 10/10 FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH OUTLET WWW.FAIRCLOT SI MMER.CCM STRUCTURE TELEPHONE 2 FAX: (919) 73 732-1-1266b6 EMAIL: WARREN OFAJRCLOTHSKIMMER.COM z oco H < ¢ate NOTES oo"=z 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE aw Hv<oC5 TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION co LLoLu BY ALL CONSTRUCTION VEHICLES. a cl) 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT z TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. wo / 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE / 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. // Q9 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO LLI l @� BE DETERMINED BY THE ENGINEER. 1J ! yG 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED = S �,t.T BY THE ENGINEER. o = LL // QJ 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES / FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. cs Z LU o N � v to UJ Z CLASS 'A' STONE " Q 0 8 IN. MIN. DEPTH � o W 9 NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE 1607.01 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) PERMITTIVITY 2 ASTM D 4491 sec-1 0.05 0.05 MARV APPARENT OPENING SIZE2 ASTM D 4751 mm 0.60 0.60 MAX. ARV3 (US SIEVE #) (30) (30) ULTRAVIOLET STABILITY ASTM D 4355 % RETAINED 70% AFTER 500h 70% AFTER 500h TYPICAL STRENGTH OF EXPOSURE OF EXPOSURE ' 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 GEOTEXTILE 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) 6' MAXIMUM POST SPACING (NOTE EXTRA STRENGTH FILTER FABRIC (SEE NOTE #3) / \ \ Nl</ 4 X D PLAN OUTLET WJDITCH OUTLET W10 DITCH D CLASS "B' RIP RAP CLASS I RIP RAP CLASS 1B' RIP RAP CLASS IRIP RAP TONS Y L= S.Y. TONS T X y E TONS TE C A E S.Y. Tolls T XTS LC 12'" 2 5 8 2 5 1 4 2 1 4 2 7 7 3 7 1 5 3 2 6 181" 3 10 9 4 10 2 7 4 2 8 24" 5 14 15 7 15 3 11 7 4 12 8 21 21 11 22 5 16 11 7 17 3611 11 28 29 15 30 7 22 16 10 23 42" 15 37 39 20 39 10 28 22 13 30 48`" - 49 26 50 - - 28 17 38 54" - - 60 33 62 - - 36 21 47 60" - 73 40 75 44 1 26 1 56 661" - 87 48 89 54 1 32 1 67 72" - 102 57 104 - 64 38 78 NOTE: FOR CALCULATION PURPOSES CLASS `B' RIP RAP = 100 LE CLASS I RIP RAP = 105 L8 cr nPF iU • i nG m a=r_R SECTION A -A PIPIT OUTLET WITH DITCH H= RIP RAP TO TOP OF PIPE (MAX. H 0 + T) T- 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS FILTER FABRIC 0 GROUND LINE FILL SLOP NOTES: 1. FILTER FABRIC SHALL BE A MINIMUM OF 4" r\\j MIN. 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED - BY THE ENGINEER cn o- 2. STEEL POST SHALL BE 5 0' IN HEIGHT 0-0 / 8" MIN. AND BSTEELTYOF SELF FASTENER ANGLE wN / 3. IF STANDARD STRENGTH FILTER FABRIC IS \� USED THEN A 14 GAGE STEEL WIRE WITH i A MESH SPACING OF 6 INCHES, OR PREFABRICATED POLYMER MESH OF /\\/\\ EQUIVALENT STRENGTH, SHALL BE USED, \/\ ANCHOR FILTER FABRIC SKIRT & POST SPACING MAY BE A MAXIMUM OF \\ AS DIRECTED BY THE ENGINEER 8 FEET APART. GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NOT TO SCALE 4 X D SECTION B-B PIPE OUTLET WITHOUT DITCH \UGE MARE CLOTH MESH OPENINGS) WASHED STONC 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' DIRTBAG® 15'0' (ACF DB55 DIRTBAG) TOP VIEW HIGH STRENGTH DOUBLE STITCHED "J" TYPE SEAMS 0 0°0°0°0°0°0°0°0°0°0 o°o°000°000000000°o ° =III AGGREGATE OR STRAW I�Il=IIHi�fli�ll=lil= li�il IHII UNDERLAYMENT SIDE VIEW SEWN IN NECK HIGH STRENGTH STRAP FOR HOLDING HOSE IN PLACE L PUMP DISCHARGE HOSE OPENING TO ACCOMQDATE U P 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 DIRTBAG® 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 O� 1- "00 . ILL_j �Z oOm= F--U=C5 ¢ I-ON �=~zlu V) -LLOJ 0 CD = z .> " o I- LLi .J F- o O U_ 0 � IS. 1.4 I CL. o h'Q A c>= CL Q � C0 f-4 Q � ¢ O Ex LI. LLI II E-I �3 875.02 1 REVISED TO ADD GROUND STASUZATION CHART. 9-5-23 REV NO. DESCRIPTION DATE REVISIONS MAINTENANCE PLAN 1. ALL EROSION CONTROL MEASURES WILL BE CHECKED EVERY 7 DAYS OR AFTER EACH RAIN PRODUCING A 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 STABILIZE 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. 8. 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 BETWEEN 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 (% 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 CAROLINA C�.��E -1�dr� :; ZI? ,' � q' 23'�1,�'a _ . 'Q- CFAL . 'G C.��� DATE: 8-28-23 SCALE: N.T.S. DRAWN: JCo MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1124 SHIPYARD BOULEVARD JBM WHIvIINGTON, NORTH CAROLTNA 28412 PROJECT N0: Phone 910-392-5243 Email: jeffmalpass@bizeo.tr.00m 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO.-1 8 2020 SOUTH CHRUCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 3 7 OF: POND HATCH LEGEND SCALE: 1 ��=30' VEGETATIVE SHELF PLANT SCHEDULE WET TOP PERM. TEMP_ VEGETATED FOREBAY POND SEDIMENT CLEANOUT EL LOCATION PLANT VARIETIES SPACING SIZE HATCHED PLANTINGS PLANTINGS POND POND POOL POOL SHELF BOTTOM BOTTOM FOREBAY MAIN POND TOP MAINTENANCE ACCESS BOTANICAL NAME (COMMON NAME) SHELF AREA REQUIRED PROVIDED 1 1I.50 6.00 7.10 0- 0.5 0 2.50 0 2000-6.Q0 .50 9.50 5.0-6.0 (MIN. 10' WIDE) (SF) (MIN. 50 PER 200 SF) (MIN. 50 PER 200 SF) 2 11.50 6.50 7.65 DETAIL 0..5 DETAIL 0.00 9.50 *VEGETATIVE SHELF Asclepias incarnata (Swamp Milkweed), Carex tenera (Quill sedge), Chelone 2' O.C. 5-6" PLUG 1,667 (WP #1) 417 (WP #1) 417 (WP #1) VEGETATIVE SHELF (BELOW PERMANENT glabra (White Turtlehead), Eupatoriadelphus dubius (DwarFJoe Pye Weed), STAGGERED & & & TOP OF POND ELEV.=11.50' POOL ELEVATION) Eupatoriadelphus fistulosus (Jae Pye Weed), Eupatoriadelphus maculatus 2,892 (WP #2) 723 (WP #2) 723 (WP #2) (Spotted trumpetweed), Hibiscus coccineus (Scarlet rose mallow), Hibiscus 37 �QF laevis (Halberdleaf rosemallow), Kosteletzkya virginica (Seashore Mallow), 0 Lobelia cardinalis (Cardinal flower), Lobelia elongata (Longleaf lobelia), Lobelia 1.40' DEPTH Opp �1 siphilitica (Great blue Lobelia), Rhynchospora colorata (Starrush whitetop), 30' BOTTOM WIDTH Saccharum baldwinii (Narrow plumegrass) *AT LEAST 3 DIFFERENT PLANT VARIETIES MUST BE PLANTED. BOTTOM (CREST) RIP RAP (SEE DETAIL) ELEV.=10.10' NOTE: 1. DETAIL IS CROSS SECTION THROUGH THE POND EMBANKMENT. WET POND #1 EMERGENCY SPILLWAY CROSS SECTION DETAIL NOT TO SCALE 38.40' -20.00' -� 1 l!r *f _ • d .. /` l �-50' VEGETATED BUFFER FROM SURFACE WATERS r` ® \ S I' A3 1 \1 , y y(� 1 1 ; 1 - A /lam 1 �z S 1'1 .. •' ,� I 1 , 1 , , �\ I , I , I , IA� I , A 10\ r■■■■■LN MEMEMM WON- ■■■■■■■■■ a �M■■■■■■■■■■ �■►RMN■M■■■■■ E WWI' VA NEW ILI i�Ai �ME _ ►�f 11 k 0 EMS �����- :fie+,■/■■■ mom MEN no FW ME ME • \■■`\_mom _.�■IE��I�� ■■■■iiaplR1G��� WET .QDETAIL ■ • FLOW 3$.40' 1.5' THICK RIP RAP (6" d50 OR LARGER) NOTE: PLACE ONE LAYER OF FILTER FABRIC UNDER RIP RAP WET POND Ll EMERGENCY SPILLWAY OUTLET PROTECTION NOT TO SCALE OUTLET STRUCTURE ELEVATIQNa EMERGENCY IMPERVIOUS AREAS SQUARE FEET MIDDLE WEIR I TOP WEIR I ORIFICE I OUTLET SPILLWAY BUILDINGSI ROADS ISIDEWALKS1 OTHER I PARKING FUTURE I TOTAL 50'HxO.75'L@7.85 INIA 1.25"0 0 6.0 1-24u0 RCP 06.00 30' 0 10.10 1 31,029 11,212 1 0 1 1,635 1 15,374 303 149,553 25'Hx2.0'L®8.65 I NIA 2"0 @ 6.50 1-30.0 RCP ® 6.40 40' @ 9.95 81,991 11,155 1 140 13,037 1 40,315 1 274 1126.912 TOP OF RETAINING WALL RETAINING WALL TOP OF RETAINING WALL ELEVATION=TOP OF POND OUTLET STRUCTURE (SEE DETAIL) ELEVATION=TOP OF POND ELEVATION OR HIGHER, RETAINING WALL ELEVATION OR HIGHER, EXCEPT AT EMERGENCY 6' ORIFICE EXCEPT AT EMERGENCY SPILLWAY (SEE STORMWATER TEMPORARY POOL EL SPILLWAY (SEE STORMWATER PLAN FOR ELEVATIONS) - - - - - - - - 3' WIDE - - - - - - - - - - - - PLAN FOR ELEVATIONS) BERM vl 5�OpE PERMANENT POOL EL OUTLET p!P E S` FOREBA Y.21 ? MAIN POND OpE ---- 12: 1 SLOPE BOTTOM OF FOREBAx S�Dp 1 6' WIDE - vEcerA TAD SHELF 0.5' MINIMUM SEDIMENT CLEANOUT ELEV. BOTTOM OF POND SEDIMENT CLEANOUT ELEV *FOREBAY SLOPE IS 2:1 EXCEPT AS FOLLOWS: SLOPE IS 12:1 FROM ELEV=6 TO 5.5. EXCEPT ADJACENT TO FOREBAY WALL; SLOPE IS 4:1 FROM ELEV=5.5 TO 2 ON NORTHWEST & SOUTH SIDES: SLOPE IS 6:1 FROM ELEV=3.5 TO 2.5 ADJACENT TO FOREBAY WALL; NOTE: WET POND MAY BE EXCAVATED DEEPER THAN PROPOSED BOTTOM ELEVATIONS TO OBTAIN ADDITIONAL FILL MATERIAL IF NECESSARY. WET POND #I-FOREBAY & POND SECTION DETAIL NOT TO SCALE WET POND #1 ELEV. (FT) AREA (SQ. FT.) INCREMENTAL VOLUME (CU. FT.) CUMULATIVE VOLUME (CU. FT.) 6.00 6,364 0 0 7.00 6,470 6,417 6,417 8.00 6,578 6,524 12,941 9.00 6,686 6,632 19,573 10.00 6,795 6,740 26,313 11.00 6,904 6,849 33,163 11.50 6,959 3,466 36,628 POND NOTES: 1. HYBRID BERMUDA, CENTIPEDE, OR PENSACOLA BAHIAGRASS SHALL BE PLANTED ON POND DAM, EMBANKMENT, & SLOPES OF WET POND #1 ABOVE ELEV.=6.00' & WET POND #2 ABOVE ELEV.=6.50. SEE VEGETATIVE SHELF PLANT SCHEDULE FOR PLANTING OF VEGETATIVE SHELF (HATCHED AREA). 2. WET PONDS #1 & 2 SHALL BE USED AS A SEDIMENT BASIN WITH A FAIRCLOTH SKIMMER ORIFICE DURING CONSTRUCTION. THEY SHALL BE CLEANED OUT PRIOR TO USE AS A WET POND. 3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES LOCATED WITHIN THE POND DRAINAGE AREAS SHALL BE DIRECTED INTO THE STORMWATER SYSTEM BY EITHER RAISING & SLOPING SITE TOWARD THE DRIVE AISLES, PIPING TOWARD THE DRIVE AISLES, AND/OR GUTTERING AND SPILLING WATER AT LOCATIONS THAT DRAIN TOWARD THE DRIVE AISLES. 4. EMERGENCY SPILLWAYS & ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT. 5. IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP SHALL BE USED TO DRAIN THEM. OPERATION & MAINTENANCE PLAN FOR WET POND THE WET DETENTION BASIN SYSTEM IS DEFINED AS THE WET DETENTION BASIN, PRETREATMENT INCLUDING FOREBAYS AND THE VEGETATED FILTER IS ONE IS PROVIDED. IMPORTANT MAINTENANCE PROCEDURES: -IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS). -NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF. -STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN. -IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL -ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT. AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES (OR 1.5 INCHES IF IN A COASTAL COUNTY). RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON REQUEST. INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY: BMP ELEMENT:. POTENTIAL PROBLEM: HOW I WILL REMEDIATE THE PROBLEM: THE ENTIRE BMP TRASH/DEBRIS IS PRESENT. REMOVE THE TRASH/DEBRIS. THE PERIMETER OF THE BMP AREAS OF BARE SOIL AND/OR EROSIVE GULLIES HAVE REGRADE THE SOIL IF NECESSARY TO REMOVE THE GULLY, AND THEN PLANT A GROUND COVER AND WATER UNTIL IT IS ESTABLISHED. PROVIDE FORMED. LIME AND A ONE-TIME FERTILIZER APPLICATION. VEGETATION IS TOO SHORT OR MAINTAIN VEGETAT10N AT A HEIGHT OF APPROXIMATELY SIX INCHES. TOO LONG. THE INLET DEVICE THE PIPE IS CLOGGED. UNCLOG THE PIPE. DISPOSE OF THE SEDIMENT OFF --SITE. THE PIPE IS CRACKED OR REPLACE THE PIPE. OTHERWISE DAMAGED. EROSION 1S OCCURRING IN THE REGRADE THE SWALE IF NECESSARY TO SMOOTH IT OVER AND PROVIDE SWALE. EROSION CONTROL DEVICES SUCH AS REINFORCED TURF MATTING OR RIPRAP TO AVOID FUTURE PROBLEMS WITH EROSION. STONE VERGE IS CLOGGED OR REMOVE SEDIMENT AND REPLACE WITH CLEAN STONE. COVERED IN SEDIMENT (IF APPLICABLE). THE FOREBAY SEDIMENT HAS ACCUMULATED SEARCH FOR THE SOURCE OF THE SEDIMENT AND REMEDY THE PROBLEM IF TO A DEPTH GREATER THAN POSSIBLE. REMOVE THE SEDIMENT AND DISPOSE OF IT IN A LOCATION THE ORIGINAL DESIGN DEPTH WHERE IT WILL NOT CAUSE IMPACTS TO STREAMS OR THE BMP. FOR SEDIMENT STORAGE. EROSION HAS OCCURED. PROVIDE ADDITIONAL EROSION PROTECTION SUCH AS REINFORCE TURF MATTING OR RIPRAP IF NEEDED TO PREVENT FUTURE EROSION PROBLEMS. WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS USED, WIPE IT ON THE PLANTS RATHER THAN SPRAYING. THE VEGETATED SHELF BEST PROFESSIONAL PRUNE ACCORDING TO BEST PROFESSIONAL PRACTICES. PRACTICES SHOW THAT PRUNING IS NEEDED TO MAINTAIN OPTIMAL PLANT HEALTH PLANTS ARE DEAD, DISEASED DETERMINE THE SOURCE OF THE PROBLEM: SOILS, HYDROLOGY, DISEASE, OR DYING. ETC. REMEDY THE PROBLEM AND REPLACE PLANTS. PROVIDE A ONE-TIME FERILIZER APPLICATION TO ESTABLISH THE GROUND COVER 1F A SOIL TEST INDICATES IT IS NECESSARY. WEEDS ARE PRESENT. REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS USEp, WIPE IT ON THE PLANTS RATHER THAN SPRAYING. THE MAIN TREATMENT SEDIMENT HAS ACCUMULATED SEARCH FOR THE SOURCE OF THE SEDIMENT AND REMEDY THE PROBLEM IF AREA TO A DEPTH GREATER THAN POSSIBLE. REMOVE THE SEDIMENT AND DISPOSE OF IT IN A LOCATION THE ORIGINAL DESIGN WHERE IT WILL NOT CAUSE IMPACTS TO STREAMS OR THE BMP. SEDIMENT STORAGE DEPTH. ALGAL GROWTH COVERS OVER CONSULT A PROFESSIONAL TO REMOVE AND CONTROL THE ALGAL GROWTH. 50% OF THE AREA. CATTAILS, PHRAGMITES OR REMOVE THE PLANTS BY WIPING THEM WITH PESTICIDE (DO NOT SPRAY). OTHER INVASIVE PLANTS COVER 50% OF THE BASIN SURFACE. THE EMBANKMENT SHRUBS HAVE STARTED TO REMOVE SHRUBS IMMEDIATELY. GROW ON THE EMBANKMENT. EVIDENCE OF MUSKRAT OR USE TRAPS TO REMOVE MUSKRATS AND CONSULT A PROFESSIONAL TO BEAVER ACTIVITY IS PRESENT. REMOVE BEAVERS. A TREE HAS STARTED TO CONSULT A DAM SAFETY SPECIALIST TO REMOVE THE TREE. GROW ON THE EMBANKMENT. AN ANNUAL INSPECTION BY MAKE ALL NEEDED REPAIRS. AN APPROPRIATE PROFESSIONAL SHOWS THAT THE EMBANKMENT NEEDS REPAIR. (IF APLICABLE) THE OUTLET DEVICE CLOGGING HAS OCCURRED. CLEAN OUT THE OUTLET DEVICE. DISPOSE OF THE SEDIMENT OFF -SITE. THE OUTLET DEVICE IS REPAIR OR REPLACE THE OUTLET DEVICE. DAMAGED. THE RECEIVING WATER EROSION OR OTHER SIGNS OF CONTACT THE LOCAL NC DEPARTMENT OF ENVIRONMENT AND NATURAL DAMAGE HAVE OCCURRED AT RESOURCES REGIONAL OFFICE. THE OUTLET. THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS. PRELIMINARY PLAT �� NOT FOR RECORDATION, 7 I RFm,:zm Tn ARIEICT PRnpn,;Fn mNTnEIRS AT nRNFWAV C-S-T1 2 REVISED TO ADJUST LIMWA UNEfYPE do LOCATION OF EXISFING WATER MAIN, AND MOVE F/K. 9-28-23 3 REVISED TO ADD 50• VEGErATED BUFFER LINE. 10-27-23 REV NO. DESCRIPTION DATE CONVEYANCES, OR SALESI REVISIONS OUTLET STRUCTURE DETAILS (FEET) WET POND BOX INSIDE SLAB GROUT INSIDE THICKNESS BOTTOM OF BASE ELEVATION i 4x2.5 7x5.5xO.5 0.25 4.25 2 4x2.5 7x5.5xO.5 NIA 5.16 WELDED BAR TRASH RACK BOLTED IN PLACE (4" OPENINGS) PVC ORIFICE WITH TRASH SCREEN & GRAVEL 90' ELBOW DOWN TEMP. POOL 6" THICK PRECAST (BOTTO !R OUTLET STRUCTURE 7 E PERM POOL -ORIFICE ELEV. OUTLET PIPE 12:1 SLOPE LE � 12" EXTENDED BASE ARt Q� P71 RECAST CONCRETE BOX OR EQUIVALENT 'n° X. .I MESH SCREEN ON END OF 6" THICK GROUT (IF APPLICABLE) ORIFICE PIPE EXTENDED BASE OTTOM OF BASE NOTE; ALL OUTLETS SHALL BE PROTECTED BY TRASH SCREENS/RACKS, THE TOP OF THE RISER SHALL HAVE A TRASH RACK MADE OF NUMBER 5 REBARS WELDED TO ANGLE FRAME. FRAME SHALL BE ATTACHED TO RISER SO AS TO BE REMOVABLE FOR MAINTENANCE OUTLET STRUCTURE DETAIL NOT TO SCALE Al vFA I 10r 002 al WET POND #1 DRAINAGE EASEMENT ROSION CONTROL & STORMWATER DETAIL SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA • � 10 27-Zoe � PAS. .. . WT.: /'77s /Af C! IVOLN\NX EILXTMQ�b DATE: 8-28-23 SCALE: S. DRAWN: CB J MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM WILY INGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass®hizee.rr.com 555 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LC SHEET NO: 1 9 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 OF.,37- POND HATCH LEGEND (SCALE: ll"=aC MAINTENANCE ACCESS IMENN0■SEMI V G TA SS--,Ss-� ' ■: Z . . •, 'SS--'SS__-'SS 1 �Ss —ss W ----W_' ' SNOWY OWL LANE —ss—ss---ss� Y�4 cn WW /' W�W_W 4 - • � r f LAJ can Q I � , �34..- f.'I, I-- B44 .:' 0 B43 B45 B46 - -- 3 B47 -� D -"- -" I r 11.5 2 11 m I I 1 ill I I 10. r N, ~11—� 28.0o' I —� .29' 9 - 7 &5 48.67' �- FOREBAY 11 L=20.11' FOREBAY #2 21.67 ' L=24.50' --------------------- WET ati POND $2 (PEINMENT POOL CONTOUR IS DIMENSONED) / 0 74.02' ell OHE PP /r'' ` J 0'' QfIE E oHE / V-' I � •J 1 / 1 is• J — i / .� S 13058'30" E 1 III �'✓ / + CV 110.26' (TIE LINE) d AL 00 ;i LAIRS I WET POND #2 DETAIL SCALE: 1 "=20' `I ' 1► /' •� Ln C3 U) 0 Q OUTLET STRUCTURE (SEE DETAIL) TOP OF � POND 6' ORIFICE svOP :0.5'MINIMUMI __________ ___ TEMPORARY POOL EL BRM PERMANENT POOL EL?s<oFOREBAYg1MAIN PONDBOTTOM OF FOREBAY �pA 6IWDEFOREBAY #1=1.50 VEGETATED FOREBAY #2=1.00 SHELF T CLEANDUT ELEV BOTTOM OF POND SEDIMENT CLEANOUT ELEV. 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I I ' C 53 r B33 B34 B43 B44 845 646 B4_1 B48 B4g / WT POND , I - , a / / s. q / CCMMON AREA BELLA SECTION 7 TI-E£ VILLAGE AT MO1 LANDING PHASE 1 / M.B. 60 PG. 53 / _ f / i v _ - / 4z- fib! — — 110-26- CnE LINE)— f- � VDpa - v .•i. WET POND #2 DRAINAGE EASEMENT SCALE: 1 "=50' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES 1 mEmsm TO ADJUST PROPOSED CONTOURS AT DRNEWAY. 9-5-23 2 REVISED TO ADJUST LOCATION OF EXISi1NG WATER LWN. 9-28-23 REV NO. DESCRIPTION DATE REVISIONS Op 40.00' MIN. BOTTOM 14� 1.55' DEPTH F WIDTH (WIDTH VARIES) BOTTOM (CREST) RIP RAP (SEE DETAIL) ELEV.=9.95' NOTE: 1. DETAIL IS CROSS SECTION THROUGH THE POND EMBANKMENT. WET POND #2 EMERGENCY SPILLWAY CROSS SECTION DETAIL NOT TO SCALE 48.43' LI­-31.65' ene oopopa 000000Oa FLOW P. 0 0.. ° 10ooDOo�oo�000�0 8 �D�0�6�0�0�6�0 56.48 000 000 o0o.a 00 000000000°0 �a o a�o�o�o�n 1.5' THICK RIP RAP (6" d50 OR LARGER) NOTE: PLACE ONE LAYER OF FILTER FABRIC UNDER RIP RAP WET POND #2 SPILLWAY OUTLETSPILLWAY OUTLETPROTEC11ON NOT TO SCALE WET POND #2 ELEV. (FT) AREA (SQ. FT.) INCREMENTAL VOLUME (CU. FT.) CUMULATIVE VOLUME (CU. FT.) 6.50 14,388 0 0 7.00 15,318 7,425 7,425 8.00 1 17,220 16,260 23,685 9.00 19,179 18,191 41,876 10.00 21,194 20,178 62,054 11.00 23,265 22,221 84,275 11.50 24,322 1 11,896 96.171 NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. EROSION CONTROL & STORMWATER DETAIL SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA -- ' 362 2 C. DATE: 8- 28- 23 SCALE: N.T.S. DRAWN: JC S MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1184 SHIPYARD BOULEVARD .IBM WHMINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jetfma]pass6bizec.rr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:20 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE 910-76,-2629 7 m 0 M UJ Q s a z a z 0 LLJ C7 Q J .-1 LLJ Ln Ln rn 00 O lV V 0 Q C7 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 --7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope l Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization Temporary grass seed covered with straw or * Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers Hydroseeding * Geotextile fabrics such as permanent soil Rolled erosion control products with or reinforcement matting without temporary grass seed * Hydroseeding Appropriately applied straw or other mulch * Shrubs or other permanent plantings covered Plastic sheeting with mulch * Uniform and evenly distributed ground cover sufficient to restrain erosion * Structural methods such as concrete, asphalt or retaining walls * Rolled erosion control products with grass seed POLYACRYLAMIDES (DAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off --site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID '61`iIASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. NOR -CH CAROLINA ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER INCONAGS CM) SILT a wojo,4 CIYPJ SIDE CLEARLY MAIM SIGNAW NffM XV= C1"4+ IWiD ASi�IT w9 LACiliAi. urAT= DE7Ewoep im num P. THE CITE VAMW STRUCTMES WILL K KOUAAEA VWN THE LkG= AW!! W SULM FEACHM 7`CC 13F TIE STRUrTURSS CAPACITY. 3.UNCRETE VASHM SIRUCTUR£ NEEDS M BE CLFARY MARKED VUH summ MATING DEVIM 1-�S M5 L®CATM DETFWC21M IN CLEARLY MARKEL Suw" FULD MLITitIG AEVbCE ptE4 S9' Midi P. VASEM VARMT S T� 3HALI SE WiMTADIED WM THE Id& 0 ANA= SOM OrAC ES 7'US Er THE STRElGR1= CAPA=iY 1M PWD'VM ADMMTE AS MD 12 S SEMIMETE VASIDUT sTsulcr: MCELS = W CLAY YAM= VnH W > Dom. >aav1� AM -WASHOUT WT M STRUCTURE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. B. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility, Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 R DAIS EROSION CONTROL DETAIL SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA Ut:d?�1�1J� a!• x:: cv.. � r" a r..• 4 DATE: 8-28-23 SCALE: N.T.S. DRAWN- JCa LPASS ENGINEERING & SURVEYING, P.C. CHECKED: SHIPYARD BOULEVARD JBM MINGTON, NORTH CAROLINA 28412 PROJECT NO: ,!1134 ne 910-392-5243 Email: jeffmalpass@bizec.rr.com 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET NO:21 2020 SOUTH CHRUCHILL DR VALMINGTON, NC 28403 PHONE: 910-763-2629 37 OF: PART III I I PART III I I PART III SELF -INSPECTION, RECORDINEEPING AND DEPORTING SECTION A: SELF -INSPECTION SELF -INSPECTION, RECORDKEEP'ING AND REPORTING SECTION B: RECORD 11%'EEPING SELF -INSPECTION, RECORDINEEPING AND REPORTING SECTION C: REPORTING Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained ki If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (anc this will determine if a site inspection is needed). Days on ►n,hich no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDCs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours S. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event �5. 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made; (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional office per Part 111, Section C, Item (2)(a) of this permit, (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be Kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Items to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that mare this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART 11, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) ail spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Tirneframes (After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -ease basis. If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and Within 24 hours, an oral or electronic notification. The notification � release of shall include information about the date, time, nature, volume and hazardous location of the spill cr release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days Before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] _ effect of the bypass. (d) Unanticipated + Within 24 hours, an oral or electronic notification. bypasses [40 CFR . iill%itl7in % calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance • Within 24 hours, an oral or electronic notification. with the conditions • Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). 0 Division staff may waive the requirement for a written report on a case -by -case basis. NCGO I SELF -INSPECTION, R_E_jC0__R\_TLA_1/KEEP1NG AND RE-TORIM-1-ING REV NO. a. E NORTH CAROLINA Environmental Quality r I J EFFECTIVE: 04/01/19 EROSION CONTROL DETAIL SHEET 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. 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THE VILLAGE AT MOTT'S W W w W W W W W W W W W w w W 11 W w - - _ t\O' _ // LANDING PHASE 1 W W W W W W W w W w W W W Y w WI I W M.B- 60 PG- 53 ., , w W w W w w W W W W W W W W W 1 43 w W� - /'- '' I,' ' '/ _ w W W w W W W W w w w w w w w w1 w , W W W W w w W W W W w w W w w :w _-' ,,_�..:\j1)'`--' _ W w W Y w W W W W W W W W W w - -- , r �N ) W Y W W W W W w Y w W W W Y W 1 1l y ' �, ,!,-,.\ LLL \ ?v ,•f1L _ w W w w w 404 WETLANDS w w w W w W ..I 1 ' -,-- /s \ 'E 114• i'- 1 w W w W '(CONSERVATION W W w w W W W 1T /,-,-,-",,'%``�''` 1305V -_ w W W W SPACE) w .. 4. w W w w 7 % 1 , I i - 5 _- , \ _ w •Y w 4. w W w W W W w Jj _ ', ,' �. �. f. .. _ \ — -1]1 _ W W W W W Y W W W W W .l- k` I•"'' II I I ,/ Y _ . - `i / _ , - ' i I;;/;'; /�� - �+�y���,}(�QV'ri_ w W w W W W w w W W w W w 4 Ii ,rlr'`, / // r' ' `I -.� - JT" �V� W W W W W W Y w Y w W� 1`j ,e'- _ 'r /'I, f1 �_ EIR .r. w w w w w w w .. w I _-';'- fe. s N1R5 � _ w W w w w w w w W 11 I %' - - - fit. lll�.��� - _ S Y _ _ - - _� '_ -_ __'�_ - /� _ DRAINAGE AREA MAP --INLETS SCALE: 1 "=60' PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES .... S r \ ?.' =cs \ CP . 4 \ 5805 RIVER ROAD G ys \ CAPE FEAR PUBLIC UTILITY w w `sGs AUTHORITY w W \ MOTTS CREEK LIFT STATION SITE / W \ D.B. 6570, PG. 2616 w /W W W w w w w \ 7 z �AAA 4, W w 'I,sq, ' \ W W W w w ,A �Vw \ / w w W W W (YWV(I� \ INw w W w W w •y J \ '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 5 / W w W w w w W W w W /�j� 16 \ W W W W W W W W w r,-_-7--`---- \ RECREATION AREA W W w W W W W w W :; i 8- -. THE VILLAGE AT MOTT'S w w w w w w w w w/'i"I%' ,-' LANDING w W W W W W •Y w wrlI` !'CJ_� \\ PHASE 1 w w W W W w W W W WIfI I.';/ `,\ \ M.B. 53, PGS. 269-271 I I I I 1 , - w w W W w w W W W 4' �' Il , ! 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DI-14',,,. `i ` ``S. 1 w w W w w W w W i \ DI,_��./ DI-15 __ - ` f` �_-- t w w w w W w_5' W w _ _ _ - _ ♦�'k - I - ♦� - ljsl�=- _ - V J w W w w w w I w w Ag r- - _ _ _ - 1 1 W W W W W w 1 W W� - I - - I A , 5 Aly w w w W W W1, W :�1-{ -- - , J ��� W w W w W w ' f1i '- L._ A ©1 1 _ I,L- __ - w w W w W11 511 ,yam' I^k3� 5� W W W W I W w 11w 1 � 1 y1, L W w W w,________I - '--- �f` w w ', w w `` 5-301�35 `� W W W I^ - W W W 1' - N _ w W W w 1 IW: W w I .. I-_'%__ _ i� W W W - _- - WSJ-_ W W W� 1 w w w w w � ---6- EIP za DRAINAGE AREA MAP --INLETS SCALE: 1 "=60' NOTE: SEE ROOF DOWNSPOUT PIPING PLAN ON SHEET 24 FOR ROOF DOWNSPOUT PIPING DRAINAGE AREAS. NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. 1 REVISED TO ADJUST PROPOSED CONTOURS AT DRIVEWAY. 9-5-23 2 1 REVISED TO REMOVED NHW LINE. 10-27-23 REV NO. DESCRIPTION DATE REVISIONS GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. DRAINAGE AREA MAP -PONDS, CULVERTS, & INLETS ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA 400 DATE: 8-28-23 SCALE: VARIES DRAWN: JCa MAIIPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM VPILMINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass0bizeexr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:2 3 2024 50UTH CHIIRCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 37 OF; 1 I 11 (-- 12 I ",Z6 LF 6" HDPE N-12 0 0.85% 1 3 LF 6' HDPE N-12 0 1.0%- , \ "I 1, 1 INV(6')=7.94 , , I 1 ,23 LF 6' HDPE N-12 0 0.83% "1, I" ; 3 LF 6" HDPE N-12 0 1.0% '\`1,I f ; INV 6' =7.75 '' - !I,1 ; INV 8'�=7.67 " ', ; 23 LF 8' HDPE N-12 0 0.83% , 1 ,I G0 ,,\' , 3 LF 6" HDPE N-12 0 1.0% ,, 111 t 1 INV 6' =7.56 '_ Id ` ' 11 INV 8 7.48 '� : `t 12 LF 8° �IDPE 1-12 0 1,65% :n ',,3 LF16" HDPE N-12 0 1.07. �I ', , '\INV 6 7.18, a; j � - \, , INVtB°)=7.]U 11 23 LF 8' .HDPE,N-12 0 0.83% j .� i ; 3 LF 6- HDPE N-1211 11, 0 1.07. 1 ; INV(6 )=6.99 ,r j II NV(8 )=6.91 11 11 ',,INIV(10')=6.83 A � A _ 123 LF 10" HDPE N712 0 4.13% 3 LF 6` HDPE N-12 0 1.0% ` 'f � j I - INV(6'=6.05 I INIV(16"�=5.88 j j y \_1 `\ I I _J36 LF 10' HDPE N-12 0 231% - %, I a; ` ` - , 1 1 i O 1 , -----> ,! -Ij� � I O 3 LFX'TOPE N-12 0 0.86%-.11 I,F 15' HD E N-12 ®0.43% -14 � INV(6 5.22 --_- - :� _ --__ 1 INIV(10')=5.05 T --' '---- -s `_ ,.-. - - j � - ',,58 LF 10" HDPE N-12 0 0.81% OP ..- _j _j 9 �`1 �1A3 g,� ��05G �� �N o� os\_ ��` '/ ati Pg aP � �e,L, � �. �I �a-,� ��i'�hd°g i& J�"1'� �°�°----------- - ��'J�O,' Oc',\ - �`' e �° �` o AN o, P ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS Al-A7) SCALE: 1 "=30' V1111- DS-81 INV(6")=8.16 11 DS-81 D.A. =. DS-80 D.A. .-y. DS-80 _--- - - a,. INV(6-)=7.97G .. "_ - _',. '7. P f... , - --- DS-79 D.A._--�, .' _SS INV(6' i7.78 " P3 ,.-:,".... R. L DS--78 D.A. . ..r,%.•-,e�- I OS-78 ; 1NV(6")=7.59 `•: � " • ., DS-77 D.A. , y. DS-77 . _ INV(6')=7.21 -z> _ _ -- P� f _ . DS-76 D.A. .-,_ DS-76 : • _ : INV(6'.)=7.02,-- 1:: ' ; `_ . - P�0 ° DS 75 D.A. a `• - ` _ 05875is ,� DS-74 �. INV(6"}=5.30 ., D5-74 D.A. .'>; : a .; DBSC-1 - -- G� O��s 01 ... Y 36v BASIN & 60UD COVIIR i- r0+ \`,3'0�l ; �L�s Q� --- , �'_. TOP=11.95 yip S os J� .v w INV N =4.58 ';, ; F y `te a oy, A6 � I'.'.. INV W =4.58 I y`� !% ' B •� I ?®o Jos S` O WNV�E =398 T' -*/. '�O R7 -� y 10 LF 8" HDPE N-12 #. 0.80% I 1 y >� I apF o y !NV 8" =4.38 • SDMH-14 ,1, INVW6 :I.46 ; �, INV(8. �� ::_ ; TOP=12.30 - �' w 14 LF 8" HOPEN-12 0 0.86% ; '®og INV=3.95 -. D ` y "'3 LF 6' HDPE N 12 0 0.80% , D - Ij' INV(8')=9.63 ' ' INV(81=4.50; IV,J 12 _1_1' w CONNECT INVE ,i WITH l VERTICAL SECTION OF PIPE"' `, \ , ti 1.�_ I'll 22 LF 8' HOPE N-12 QL0.82% �' `, -4,INV(6').=9.89 '� `11 y INV(8 )=9.81 ` �, w y'', y y w 3 LF 6' HDPE N-12 0 1.0%-, y u, y ti3 LF 8" HDPE N-12 0 0.83% ' ' 1. w y IN 6" -10.Q$ y .1, \;.,__5_NvB•�=10.a0 � .;, y y 3 LF 6' HDPE N-12 0 1.0% w_ 23 LF 6' HDPE' N-12 0 0,83% �' ,I, of u, w \L, y - ,11 y 3 LF 6" HDPE N-12 0 1.0 0 �` 26 LF 6' HOPE N-]2 0 0.88% - y y y y !' 1 ` 1 ANDS ,I, �, y11 11 AT10N DS-7 D5-73 D.A. ":I, A8 f::.. D 7 DS-72 DS-72 D.A: -1 ; 7. - .: =9.92 A9 .r" _ _ :r D5I INV &' =10.11 11-71 D.A p 0 A 10 ,'" i DS-70 INV(6°)=10.30 DS-70 D.A. 1 .",-p'-r - t_ DS-69 . ' -- _.'l.'. INV(6')=10.49 DS-69 D.A. .•.: - ti � � w I of i2 _ ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS A8-A11 SCALE: 1 "=30' _ 12 . 'r.: DS-61 D.A. DS-61 d - - 1. (3) � INV(6')=10.64 � s * D5-62 D.A. _ Ln -4.' DS-62 0 \'INV(6°)=10.64 r ' _ ; . ----- ' ----- 'k ._ DS-63 D.A. .. DS�63 t" ,y INV(6")=10.64 s •s .. DS-64 D.A. - .f'. DS-64 - t:P,.. s -Q-------- r, �LO -29 LF 6"HDPE N-12 0 1.0% -7 LF 6' HDPE N-12 0 4.14� DBSG-25 I 12" BASIN & STD. GRATE c TOP=11.90 0- INV(6')=10.35 � -25 ! F 6' HDPE N-12 0 0.8% .k 1 ,�` -8 LF 1 � 6' HOPE M-12 0 6.13% `� INV 6' =10.i5 't' I� INV 8'�=10.07 -- 21 LF 18' HDPE N-12 0 0.81% DBSG-26 12" BASIN & STD. GRATE _ X - X -- X -- X TOP=11.90 INV(6")=9.98 INV (8')=9.90 - 7 LF 6' HOPE N-12 0 9.43% - 35 LF 8' HDPE N-12 0 0.83% DI-16 TOP=11.60 INV W&E)=9.61 IN N)=7.90 4 I 35 LF 8 HOPE N-12 0 0.83% `" ... - •.. -1 7 LF 6' HDPE N-12 0 9.43% _ . f :. Ir h DBSG-27 ;' ` . ' ~ • DS-65 D.A. m o 12' BASIN &STD. GRAZE TOP=11.90 - :-Jr..,DS-65 INV fi° -9.9$ 1NV�8')=9.90 - - ' d INV(6°)=10.64 r'� ... Q 21 LF 8' HOPE N-12 0 0.81% - DS-66 D.A. ;. I INV 6" =10.15 INV(8°)=10.07 f= DS-66 ¢ I 8 LF 6" HOPE N-12 0 6.137. ' "� INV(6")=10.64 0 J `, . s Q co 11 25 LF 6° HDPE N-12 0 0.8% -"-- �- ,` ' - � -. OS-67 D.A. OS-67 .m 7 LF 6' HOPE N-12 0 4.14% L. - -i INV(6')=10.64 o Q F f .. - '• --------------= x f r ••• r pS_68 DBSG-28 12' BASIN & STD. GRATE --- _ DS-68 D.A. INV(6°)=10.64 TOP=11.90 INV(6")=10.35 `11 '- , K: I, 11 I 29 LF 6' HDPE N-12 0 1.0% 12 -n-L - - ROOF DOWNSPOUT PIPING - & DRAINAGE AREA (LOTS Al2-A19) SCALE: 1 "=30' ee��� , . a A G� \ F F F F F F., Y SDMH-il = L TOP=12 25 F E F F F+ F w ' � INV N =9.30 =7.52 F F F F 1NV5�11 F F _- r, , '32 LF 10" HOPE,N-12 0 0.81% F F F F F``, F ',,,F E- -----� F F F- 11 --` �1, IN IV )-a.56 ', F F` F F F w' III I ,. ,, " 1, F F,, F F '',I� F F . 1''� .: 65-56 D.A. as-5s INV(6')=10.64 m ;n F F F F <-------- k- ----- = r " -: DS-57 D.A. DS-57- 1NV(6')=10.84 1- -_- 17 -31 LF 10' HDPE N-12 0 0.84% F F F .. 4 - 7 LF 6' HDPE F DBSG-23 F F ..-- `- r =' .._,_.-�; ,ww'. N-12 0 9.43% " 21 LF 8 HDPE",, 12" BASIN & .: J N-12 0 041 % \ F STD. GRATE F F ' - • '' ~ ' ...1 DS-58 D.A DS-58 1,TOP=11.90 _ INV 6 -10.64 NV 6° =10.15 F NV 6° -98 F F 90 INV�B°�=10`08 , INV'� 99.82 • 4. 1,.11 8, 8�CD `,.. INV 110 ) F F ' - .. 1, N-1206.13% 1 ;` ...i ..:.,-•. ; ;' N A 25 LF 6" HDPE N-12 0 0.80% ; . , .� • . ' F' ' ,,- ' DS-59 D.A ----,DS-59 INV(6')=10fi4 o F I F DBSG-24 `- F----___- p ., >, '< I` F 12" BASIN & STD. GRATE F E - : -4= 7 LF 6' HOPE ; TOP=11.90 _ ': - . 03 N-12 0 4.14% _ F INV(6°)=10.35 F - F f .. ; 1 +�_ 1 • T. DS-60 D.A DS-60 `---___ - I 11 INV(6°)=10.64IIIIIIIIIIIIIIA 29 LF 6" HDPE N-12 0 1.07. 12 " 11 -_ _ ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS B1-84) SCALE: 1 "=30' 1 V ,,t/ ,I, . I• 1, y v/ 29 LF fi NDPE N-12 0 1.0% �, �, D I'll ry .1, � y, ; Y' y 7 LF 6' HDPE l�-]2 0 4.14% ,,- D, DS-55 D.A :: •- A. - ` INV(6°)=10.64 ._ w DBSG-22 y 12" BASIN & STD. GRATE ,--' :- Z,-. B5 �. .. =A� DS-54 D.A. _-. --�"- :' TOP=11.90' IV Ii/ !NV b° -10.35 4/ `�' `v ' r- - ... 14, INV�8"�=10.27 y ,I/ o DS-54 7-. 25 LF 8' HDPE N-12 9 0.80% N INV(6')=10.64 B6 ` ' `^ 1. 11' y' 8 LF 6' HDPE N-12 0 6.13% �, t ,. ^.r v 11, ,v ,I1, INV 6' =10.15 c DS-53 O.A. .. j';,,. INV(�8°� 10.07 ;' y y 21 LF'8° HOPE N-12 0 0.67. a' `I' ' DS-53 . - J y y y 7 LF 6' HDPE N-12 0 9,437. ! INV(6')=10.64 ,- _ - B7 / -i :.1 f = 2, ,v y ,I, ' 14, .v w 11, 1 DS-52 D.A.:.- .. .: .1r.' DBSG-21 , v, __-------,:. .v o INV(6°)=10.64 . - B$ 12' BASIN &STD. GRATE 25 LF 10" HDPE N-12 0.0.80% TOP=11.90 CM I , ' ..-` • . ._ •, \1, \, I INV(6')=9.98 8 LF 6' HDPE N-12 0 10.75' Cn a DS-51 DS-51 D.A..... ::: r INV(6')=10.64 1 . - INV 8' =9.90' �' INV(6" =9.78 ( `v INV(10")W 9.82 y INV(10'1=9.62 ;1 8 LF 6' HOPE , .1 • ', - _ 20 LF 10' HDPE N-12 0.80% ' N-12 0 10.75% 1` r; ------~ D--- DBSG-20 � y w 1y � ` ,-..1.-•; D5-50 D.A. .: i ... DS-50 BI � . "' .�-._ ,If BASIN & STD. GRATE ,1, ,1, I•` TOP=11.90 INV(6).=9.56 ' ; INV(6")=10.64 : INV 10" =9.46 , INV(12 )=9.31 � I y y DS-4), INV(6')=10.64 1 ,• ' INV�12")=9.37 3 LF 12" HDPE N-12 0 1.0% i 11 LF 6" NDPE'' DS-49 D.A. .-'1.'.,. ::=_° _ , 'v: I N-12 010:09% -7 •'.: v y, y ( v I p.A INV 6" =9.53 :.'. 5 L . 6' HOPE --- '�__ ` .a -. y :e. .1 iNV(12' =9.28 I .DgSG_20 N-12 0 25.fi0% DS-48 D.A. ' .. _ .: , .. _, 65-48 IN 6' =10.64 ' 14, J1 LF if DPE N-12 0 0.81RJ ,1 y INV(6"�=9.36 1 DS-47 DS-47 D.A ''.:' s A L `1' INV(2 )=9.11 * ;,i, 1 INV(6')=10.64 r: r 5 LF 12' HDPE N-12 0 0.80% I y y u v, y ; y [NV(6')=9.32 INV(12°)=9.07 y B11 .- •'._-:"; 14 LF 6" HDPE-s:...- r= _,:- N-12 0 9,43% ,I' \1' \' `V 35. LF 12" HOPE N-12 00,837. - 11 1I_ ' .v \L .Y `1, w 1 y y `' , y ,I/ ,I/ ,I/y \Vs y bI-9 TOPa1NO .v —, '` INV W =8.78 v' �• `I' v y `�`', iNV�E =7.90 ROOF DOWNSPOUT PIPING & DRAINAGE AREA LOTS B5-B11 i SCALE: 1"=30' v( 'y W 1i' * 1 V, li, ,, ,1, r , D!-9 .v 1, .v .v ,�. 6.v TOPgl1.,0 ,v '-- 11 INV(W)=8.7$ III v. v ,v .'v'I .v .1,`', INV(E)=7.9OA . •v .v 7 LF b° HDP1 N-12 0 4.14%..:-..�-...._-.-,_ `I- B 12 Y..- y DBSG-19 y 12" BASIN & STD. GRATE 1' yI D5-46 O.A. ' `''- r .�. r 14, �, y TOP=11.90 ; INV(6")=10.35 v' �' __ `` 1' a DS-46 I y 5 LF 6' HDPE N-12, 0 0.80% v c INV(6°)=10.64 -'..._ • .v 1 '1 u, y'1 w' w �v; ' 11 INV 6' =10.15 -, B13 I 1 M I 8 LF 6' HDPE , DS-45 D.A. .. :.-: `• a, �v -If - .v .v ,'' lNV 8") 0.07 N-12 0 6.137, r. � 1 � y y 21 LF 8' HOPE. N-12 0 0.81� `v'� -_ DS-45 INV{6')=10.64 -----' : • ' _ `I' `I' DBSG-18 - ,v I' NI I - B 14 .. I 1f BASIN & STD. GRATE ,; 7 LF 6' HOP DS-44 D.A. '.:. -'' �' `v `, TOP=11.90 --p ,� ,' '' N-l2 0 9.43% . = r. `. J' ,4, NV 8' =9.90 � 1 � ` h� Q D5-44 .... 1, y INV(10' =9.82 1 ,v ;, CM NV(6")=10.64 B15 - - •`. #' :: i; �' 25 LF 10" HDPE N-12 0 0.80% a, t INV(6')=9.78, INV(10°)=9.62 o �; r , ` 8 LF 6' HDPE DS-43 D.A " - - I: =' : ; '1 1, 11, 71 LF ]O' HDPE N-12� 0.81% y N12 010.75% ' I a' DS-43 INV(b')=10.64 �` "' Iv 11, ,r y y DBSG-17 r- j B16 ;,r, ..f. `v 12' BASIN & STD. GRATE y T M I 7 LF 6' HDPE DS-42 D.A. .r. ' " - TOP=11.90 I" N-1 014.71% '. `v INV(6')=9.61 `I'21 LF 12' HOPE - iNV 10" =9.45 N-12 0 0.81% D5-42, INV(6'}=I0,64 ;' y INV(12'J=9.36 `v `v , `, 11 LF 6" HDPE 617! - .. - f `.•r y 'IV . y INV(6")=9.44 y' INV(12 )=9.19 N-2 010.91% 1 ! DS-41 D.A.NL 6 LF 1�' HDPE N-12 0 0.83T i DS-41, INV(6')=10.64 ,I, y, INV(6")=9.39, INV(12')=9.14 I IDS-40, INV{6°]=1D.64 - ',--' - 8 LF 6' HDPE N-12 0 15.63% :-: D.A. `, 19 LF 12" HDPE N-12 0 0.84% 11 LF 6° HDPE 618S-40 _. "l .:: ; r y INV(6,ILI')=9.23, INV(l2')=8.98 I' y ,` ._ ',N-12 0 12.82% . v 4 lF 12" HDPE N-12 3A% ,I, I ` DS-39 D.A. ; - 9 INV 6 =10.64 :_ 14' DBSG-16 ' , J 15" BASIN &STD. GRATE Ih� s y IIL, d DS-38, INV(6')=10.64 � _- . f < - .- f_ _ \L' TOP=11.90 0 '� "' DS-38 D.A. ._ 17 LF 6 }TOPE .. ' :.. ` , INV(6°)=9.19 y .t, �,, 2 INV(l2a}=8.94 \ cI N-12 0 20:71% BX9 .. %. I. DS-37 D.A. -.: . _. ` .%1 '_ -_ ,v y {n INV((15) 8.82 J ,�' �' �' o : DS-37, INV(6' =10.64 .1, \Y ,Y �v .I, .% J, 11, ,i, 12 36 LF 15' HDPE N-12 0 0.83% � � y y v, � .11 \I. � ___7 --------- - D --- `v `v `v 1-v `v 11v 1-v INV(6°)=8.89 , .v ,v 404 WETLANDS INV(15`)=8.52 11 v Z (CONSERVATION v `v �' 8 LF 6" HDPE N-t�0 21.88% SDMH-7 _ ' y TOP=11.86 --� -__ ' I'll SPACE ) .v �v .v ,y y INV W =&05 . Nv� ' 58 LF 15' HDPE N-12 0 0.81% INV�E�=7.60 1_ 1-11 y y y y ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS B12-•-B19. SCALE: 1 "=30' , " ., ! . .Y ; TOP=12.20 F F - -� :; INV E =8.56 F F . ,1 INV(S)=8.25 F 11 .�l � ..- F F F ; ' E21 LF If HOPE N-12 0 0.81%' 11 11 I '. F (_ F 11 I F � F 1; �_ ' F F LF 6' HOPE N-12 9 20.75%F F F I F INV 6'1=8.98 F F F F F INV(12 )=8.73 F F F s� 1 '1 F F 4 LF 12' HDPE N-12 0 0.83% F F 11 ,'1 0 7 LF 6' HDPE N-12 0 20.86% _ DS-17 D.A. DS-17 m F F F F F ' ' .:' D3 'I�VV(fi")=10.64 i' DBSG-8 �.'.. -,�T- N Cal 12 BASIN & STD. GRATE F F �! " TOP=1�1.90 F 11 :�`' DS-18 Q.A. DS�l8 a' F F INV(6"'1=9.18 F F E JNV 6" =10:64 INV(12 )=8.93 • .. DS-19 D.A. . DS-19 I INV 6°)=9.22 4 LF 1 F HDPE N-lk 2 0 1.0% E F .." ` "4 INV(6')=10.64 1 INV(2)=8.97 F F I F F DS-20 D.AM 8 6" F1tfPE I F 11 LF 6' HDPE N-12 012.91%F F E N-12 0,15.75% F F F F 19 LF 12" HOPE N-12 ® 0.84% E- _ f DS-20 m INV 6"�=9.38 F F = pz )NV(6')=10.64 I INV 12 co "r9.13 F c F F E r ' 7.r,1' 7 LF 6" HDPE n , ' F E 25 LF 12" HNPE N-12 0 0,80% / / - \ C r• DS-21 D.A.D1. N-12 0 15.14% DBSG-9 12' BASIN & STD. GATE (_ F F -f : DS-21 TOP=11.90 -:�. "-` -:1 p7 lNV(6')=10.64 F F INV(6'1=9.58 F F a s -' 7 * -.' , N F F INV(10 )=9.42 c„ � . ". _._ ;_ " , " .A INV(12')=9.33 F F a s I.DS-22 D.A. 8 lF 6° HDPE � I " ` N-12 0 11.13% a � © INV 6 =9.75 21 LF 10'H OPE N-12 0 0.81% F x . 4 " DS-22 co INV�10 )=9.59 E- F F r 1p INV(6 )=10.64 25 LF t0° HDPE N-12 0 0.80% .-• J:- I- `,'',. ro a F F DBSG-10 F F F DS-23 D.A., 7 LF 6" HDPE n � '12' BASIN & STD. GRATE F F E N-12 0 9.86% TOP=11.90 F _: "f DS-23 F F INV b° -9.95 F F F0 F lNV(6')=10.64 E NV 10 } g9.79 F Eva J':.f N c . .. DS-24 p_A.N 8 LF 6" HDPE `, INV(6")=10.12 F 21 LF 8" HDPE N-12 0 0.81% xc F 4 T.N-12 0 6.50% , 1NV(8')=I0.04 F 19 LF 8' HDPE Nit ®0.84% F r .' : f: DS-24 W F 12 LF 6' HDPE N-12�0 3.00% F F F 1 c _ 03 INV(6')=i0.64' , j F F F INV(fi")=10.28 - `. :' J'=. i N c INV 8°)=10.20 a ra v F 3 LF 6° HDPE N-12 0 1.0% F DS-25 - - DS-25 D.A. INV(6")=10.fi4 n F F F F.14 31 DS-26 D.A. DS-26 ,, _ - - _ _ F f ,5 LF 6' HDPE N-12 0 0.80% F '` T =' ...': _r'.: •- 03 INV(6")=10.64 DBSG-11 ' ` F •v,;_,: _. 0 - BASIN & STD. GRATE F'" F .f.:;•-' .•, _ : • DS-27 TOP=11.90 \ '` E F F DS-27 D.A. iNV(6")=10.64 INV(6')=10.35 E F F 1 I I `� 7 LF 6" HDPE N-12 0 4.14% -, z F F F 9 LF 6' HOPE N-12 0 1.0% ` I �' F I ,1 F ,, - - . ] 1 'p. ROOF DOWNSPOUT PIPING 8c DRAINAGE AREA (LOTS 820-B27) SCALE: 1 "=30' 'IV `I " y ` -V y IVy y -V IV y .v _- ___ - y �129 LF 6' HOPE N-12 0 1.0% -V - DS-16D.A.. � _. -- ' y y 7 LF fi HDPE N-12 0 4.14% �, INV(6')=10.64 DS-16 . _' :. . ,v s' `V IV B7-8-, ; DBSG-7 v v y If BASIN & STD. GRATE ,4, 1' - ----_-: " DS-15 D. . . TOP=11.90 y y y INV(6')=10.35 v `v ¢ DSB _ -- ,'' .. �' y y y `'25 LF 6 HDPE N-2 0 0.80% y - o INV{6')=10.64 %� B29 ' i� y `v 8 LF 6° HDPE N-12 0 6.13%y v `�' o, DS-14 D.A _'_ _. ' . r' �v _J` INV 8° =10.07 y `- 'Is' 1' 21 LF 8" HDPE N-12 0 O.Bi% y y �DS-14 INV{6')=10.64 - ' y y y y y 7 LF 6° HDPE N-12 0; 9.43% y ;' --- w DBSG-6 v DS-13 D.A. 'r , , IV 1f BASIN & STD. GRATE ' �, w TOP=11.90 y IV INV(6')=9.98 `t' y 4 " `p 115-13 ; INV 6' =10.64 ..1. ' .':. ,I/ \V `I INV(8")=9.9D y 1 8 LF 6' HDPE N-12 0 10.75% cn` ` 1 ; 1 B3I y � .v - INV 6' =9.78 v INV(8')=9.70 y y 0 1 111 ', DS-12 D.A. 'r''' y y ,v `I' INV(l0")=9.62 s, y y DS-12'-, '• v --v ,v25 LF 8' HDPE N-12 0 0.809 INV(6')=1,0.64 , I' y7 LF 6' HDPE N-12 0 14.71% `v 1 1 1332,, ' DBSG-5 y if BASIN & STD. GRATE `v IV y IFiDPE ` DS-11 D.A. _..., ' y. �. TOP=11.90 N-12 0 0.80% 7tANDS INV 6' =9.61 �5 10' 8 LF 6" HOPE N-12 0 15.38% y o ' .• . RVATION INV(10')= 9.45 .v NV 6i =10.4 1 ;-' --. ` .ACE) 281, 3 y INV(6')=9.41" IV y 35 Hpp'r NV(10')=9.25 �v 6 a ; ' 1IB33 D5-10 Q.A . r' ' 110 y y pBs� N`IZ ®0 �82, y y y y' y y 124�q�N 1' DS-10 SO ,I, y �� �9a a09 y l/y 1� TOp10/ 3 1 INV(fi )=i0.s4 ," g34 . , w / r 1 .v v , v(�j0. ! 9. B1 y , .v 1NNYrN ` 160 J 2r� 1�9¢S y(S{y� 902 .v I 1 ," I ,;r y I-v 10• �lif �- � IN 97j y yDFfN , y ,v y IV y 12 � ® 0. -IV y 1 11 ____1""I i y ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS B28-B341 SCALE: 1 "=30' DOWNSPOUT PIPING NOTES: 1. DOWNSPOUT PIPING SHALL CONNECT TO THE PIPED STORMWATER DRAINAGE COLLECTION SYSTEM AT A DROP INLET OR STORM DRAW MANHOLE AS SHOWN ON THE PLAN. 2. DOWNSPOUT PIPING LOCATIONS ARE APPROXIMATE. CONTRACTOR TO COORDINATE DOWNSPOUT PIPING WITH ARCHITECTURAL DRAWINGS, IF AVAILABLE. 3. DOWNSPOUT PIPING TO BE HDPE N-12 PIPE. 4. CLEANOUT TO BE PROVIDED AT EACH DOWNSPOUT. 5. BENDS, REDUCERS, FITTINGS, ETC. AS NECESSARY. 6. 90` BENDS SHALL NOT BE USED ON DOWNSPOUT PIPING, EXCEPT AT BASE OF EACH DOWNSPOUT. 7. ROOF DOWNSPOUT PIPING FOR LOTS AS -All SHALL BE AERIAL UNTIL THE VERTICAL PIPE DIRECTS THE PIPING UNDERGROUND WHERE INDICATED ON THE PLAN. THE AERIAL PIPE SHALL BE WATERTIGHT & SECURED TO THE UNDERSIDE OF THE RAISED WOOD DECK/PORCH ALONG THE REAR OF THE UNITS. METHOD OF SECURING AERIAL PIPE TO PREVENT SAGGING OF PIPE AND TO SUPPORT WEIGHT OF PIPE & WATER TO BE DETERMINED/DESIGNED BY OTHERS. 8. DRAIN BASIN STANDARD GRATE (DBSG) & DRAIN BASIN SOLID COVER (DBSC) SHALL BE NYLOPLAST BASINS & GRATES/COVERS. PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES W6� g 28 LF 10" HDPE N12 0 D.82% TOP=11.fi0 \\•N� . ,9. V a, y 1 \�V`�Qi Jr 35 [F 10' HDPE N-2 0 0;80% INV(N =9.02 [ lv(SW .17 DBSG-4 IN =L64 V ,' 12" BASIN & S1i1. GRATE a TOP=11.90 -V ? � -V 'I _v NV(6')=9.61 1, _v -V I -V INV(10')=9.45 ,y -V 1 -V 21 LF 10" HDPE N-12 0 0,81% _vI 8 LF 6" HDPE N-12 a 10.75% IV -V _v y; INV 6" =9.7$ -V INV�8' =9.70 -V _w . INV(10")=9.62 -V � �! !" I -V 25 LF 8° HDPE N-12 0 0.80% , � -V 4-'` f �LF 6" HDPE N-12 0 9.43% y , �I 11 ` DBSG-3 I` ' ' 12" BASIN & STD. GRATE TOP=11.90 I -_v \ `� INV 6' 9.98 11 I IN 9'�=9.90 .-- 21 LF 8" HDPE N-2 0 0.85% V _ 8 LF V HDPE N-12 0 6.13% _ INV 6' =10.15 INVi 8'�=10.07 - _v/ I, 25 LF 6° HDPE N-12 0 0.80% I I 11 11 DBSG-2 _ I 11 c`__7-= ' 12" BASIN & STD. GRATE ---- TOP=11.90 INV(6')=10.35 co`" 7 LF 6' HDPE N-12 0 4.14% 29 LF 6' HDPE N-12 0 1.0% ry I I= 4 � ' 1' r , I' 1 � e ' • ' ay -. r' .41 m I 7 LF 16° HDPE% DS-9 D.A. N-1 �L( . - r ' " ' OS-9 _ j:, I i , II I DS-8 D.A.DA. r -� .1, DS-8 INV{6")=i0.64 I M -M ." =.F - " M Or g3� , r I - ...: _ � -A- :..: `.. L I DS-7 D.A. DS-7 s: ' INV 6" =10.64 r�� ' f -.. . 6 :. M M 'A 1L_ DS-6 D.A %, DS-6 Cn 'JNV(6")=10.64 M. `+i.°IM'. M •- N �39 o _-- DS-5 D.A. m� --- DS-5 ---1NV(6')=RT3i4 6 --------- ,_ .- '�:: :.' �� __ DS-4 ' " M' INV(G')=10.64 DS-4 D.A. - �-' • - y 111111,12 . -V I . . -V ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS B35-B40. SCALE: 1 "=30' 29 LF 6' HDPE N-12 0 1.0% � k t,7 LF 6' HDPE N-12 0 4.14% k k 1~ I- 1�f I" aBSG-1 12" BASIN & STD. GRATE k , TOP=11.90 k INV(6')=10.35 --' k i` r L =; k 40 LF 6PE " HD -- --- �,`J ". , N-12 0 0.83% DS-1 DS-1 D.A. - '. �' INV(6')=10.64 ; 0 - ; 1 .- DS-2 D.A. m Cn INV(6°)> 0.b4 0- TOP 11.70 - ' "4 INV(SW, =9.24 - q DS-3 DS-3 D.A INV(NW)=7.99 j.- '' INV 6" =10.64 111-5 ! ------------ N0001 /° N 6" =10.02�- 87 LF 8- HDPE NV 9')=9.94 --�-­N-12 0 0.80% i 1 ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS B41---B42, SCALE: 1 "=30' DBSG-12 12' BASIN & STD. GRATE TOP=11.90 I INV(6°)=10.35 27 LF 6' HOPE N-12 0 0.82% �. INV(6') 110.13 3 LF 6° HDPE N-12 01,0% -------- 1106°)=116.10 - 18 LF 6' HDPE N-12 0 0.83% ,I DB 15G- 3 12' BASIN & STD. GRATE I I TOP=11.90 25 LF 8' HOPE �- INV 6°'-9.95 N-12 0 0.807. 1 IN 8�=9.87 11 I INV(6 �9.75 INV(8!) E9.6I , !! � LF 8' HDPE N-12 0 0.8i% ---- - DBSG-14 1-1 12' BASIN & STD. GRATE TOP=11.90 INV(6: =9.58 _25 LF 10' HDPE- INV 8 =9.50 N-12 0 0.80% ------ - INV(10" 9.42I [-FI �� d ; i I I i I 21 LF 10" HDPE N-12 0 0.81%__�', DBSG--15 If BASIN & STD. GRATE ------ TOP=11.90 �_ 25 LF 10° HDPE f DS-28, IN )=10.64 - l.. - C. D5 28 D.A CAI1 LF fi° HDPE : - , � I N-12 0 4.14% - - v 8 LF 6" HD P N-] 2 0 6.38% w ` ` "_ = n I DS-29 INV(6')=10.64 ' o DS-30, INV(6°)=10.64 ..`'r, .. 11 LF 6° HDPE DS-30 D.A. '..; 's `'.... Q t " r I= DS-31 D.A. -1- -= a DS-31, INV(6-)=10.64 ii 7 LF 6" HDPE p3 -+. x , __ •f DS-32 D.A. 2- -' . '.. a DS-32, 1NY(b')=10.64 . -. •, m__ 18 LF 6' HDPE 03 1, :, :•:. � N-12 01.13% Q . -:' rn .. q DS-33 D.A r. OS-33, INV(6')=10.64 li - 7 IL 6" HDPE q 1• . .f. •. j N- 2 'q 15.14% 1 :z _ -:.. '. . -.. . DS-34 D.A. ' = 2.: - `N .: " c� 18 LF 6' HDPE ,_ W Cn N-12 0 15.75 . :_ ; . : aDS-35 D.A. 'r.'- ` ' OS-35, INV(6°)=10.64 -_ INV(6 )=9.21- N-12 0 0,80% INV(10-)=9.05 7 LF 6' HOPE �,1 -': .:. .-•. . �I .- ' • r -: - / N-12 0 20.43% pS-36 D.A.:•.- :• ._'_:.. -, ' NV(10";=8.50 - DS-36, IN 6° 10.64 : f_ - .11 '- ------- 1 ` ' ,� 0 I 12 LF 6' HDPE N-12 0 16.50%------------------ -----------, �� or," SDMH-5% TOP=11.50 , ® 9 LF 10' HOPE N-12 0 5.56% 1 I 1INV(NW)=8.00 -__ - INV=2.15 1,_ ----- _ _ -C ROOF DOWNSPOUT PIPING & DRAINAGE AREA (LOTS B43-B491 SCALE: 1 "=30' I GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. 1 REVISED TO ADD DBSC-1 LABEL & DOWNSPOUT PIPING NOTE J8, AND ADJUST SOMH-7 INVERTS. 9-5-23 REV NO. DESCRI"ON I DATE REVISIONS ROOF DOWNSPOUT PIPING PLAN ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA / t\\� kA C�I,/ ;,s.' � tea a,aa. �1 , V 1-1.� q_5-20 4'V CL ZZA • V & ou / 4 4. '. C- 'f,ts77rt. - L'a% -',�a°a DATE: 8-28-23 SCALE: 1 "=30' DRAWN: JCo MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM TPII21IdGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass®hizec.rr.com 355 Fax 910-392-6203 license No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:2 4 2020 SOUTH CHRUCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 OF: APPROX. LOCATION OF EX. DR€VEWAY USGS me ® f 4 _iJ14 W. - zpw� I cn a I ¢ w I ¢ jjwl`r`7' z o�ln z owln z o"'rs N. �a� �¢� I Q� ��cv Jz tea_ Tao F <p d ao Q<� I � o �¢� I N�o aln ¢� map O ♦ C� ¢zc� ¢ICE o r��, ¢ "�_, n ¢T c� ¢ c� J 1 wztJZ I o -w I Z a- z iL = V) ¢= T ¢� t `O d I w rlw ¢ w wZ a- m i•' ] -J a- CL n J Q- n' ~ � (� C..)` � J O z 0- Q r J � � � J � �L ��P ��� P v �/� F-4 �C�o n-Ld owc) ¢zcO F_ (Da ten_ Cw2CD0 { _jp w -Jo w o I Iwo w o �' r �a C7 ca c� co F-w _10 Owv ¢z`° owo ¢z`0 F F- C9CD0 I F F= C 0c') p F- CDCDs Oww Qz O�w QZ z F-w wp p w I ,S' O `L G ♦ o o zCn j Cn J wF-w -2 awcd ¢z pwv ¢zQ wp ¢Z0 \ / zto _j Cn zCn w m o ¢� zu1 _zCsi zcn _zm r� wpm zCwi1 m zCO � ui 1 1 J 1 F4F.E�oQ�' �\ Q�QG 0 IwJ� CL w-1 w �� a w_j ° wJ� a wQ� � w J� d ww� GPI `c,G �h1 �.F- F- F-- '- �a� I I ! 0 �' 1 '• I I I I I I I I I �� I Ft APPROX. LOCATION OF I a �� Sr1�Z EX. PAVED DRIVEWAY I ' 8-- --_ -- -- -- -- -- -- - -- - EX. 4.0' BICYCLE LANE 6' MIN. 6' MIN. SHOULDER SHOULDER 27.99' _ c� RIVER RD (SR W6 _ - - - 44.37' :, �� �F, Q�' ti ' PUBLIC RIW 34.64' 1' STOP SIGN \ eA \ �C >� �� Q J�♦�Q�� QC' ~ 1 FL� _. h STOPPING SIGHT DISTANCE (425') � USGS ` L f r 9 OBJECT MARK SIGN FIRE SIGN SUBDIVISION SIGN } 1O'x7O' GHT TRIANGLE �� OBE IRS �\ 10'x70' SIGHT TRIANGLE R30'co R30' NIRS7.61, 4 y I °I 37` — ClCI G—��� — is ¢ ,it- s� �� NTRS sroPPlNc�r,�rDlsrAN 158.75' a a / 4 9.62 45' R5', —3 (425') y y y y y y y 9' (TYP.) R61' `? ~ - C2 \ V iy a r= AIL SIG z, 0 \ n M �vh l�,�p� 4 5. > �Q EX. DR14E�y Op _ y y y � 3 J` �I �x.:r' 6 \ _ - � � - ,y� A -9 A y -9 y -9 y y -9 A �' y y y y y � � � � � � � `. a •�.._j:�. ��• 2a� � Ca O APPROx 1 y y y y y :4y �"'LUNG al 3 R5' t� �4_r ny � �I y al y -4 J sl y y y y y y y y y y y y y� � Q•.� � N >Y � �- ¢ �� '�, y y y y y y y y y y y a I \ y y y y y y y y y y y y rr Q Iry .� DRIVEWAYS WITHIN 500' OF SITE ALONG SR 1576 (RIVER RD) & SIGHT DISTANCE SCALE: 1 "=50' - �C - 28' y- '••.e - �l E E f k E E E F E E f G �i F f E E f E f E 4!E E E E E E1cp E E RE�PaNIN \ Q f E E E E E E E E f k E E E I� Q f E E E E E E [�fv" i❑ M1��.-=: s. E E E E f E E E f E E E E a n f - w'�•.': - E E \ !I\ R ST � - - ^-�,.`. '� Q GZ•+ E E E E E E E f E E E _ E E E E E E � \ \ S`. -•L1 03 ip'D .• _ _ E E f f E Z wG� E 1 ♦ lD \ . ` \ N '' y - E f + E E E �'' / E E V'y ♦ E�o� o \ \ \ ` \ z ,' + �. , N E E E E E E E ` i' E E 03 $ :. E E E E E E E E E E E lS1 / 7 E E f E f E E E f E f E f E E f E 3 E E E E f f f E a E E E f E E E E f E E E F E E E E E E E E E f E E E E E ' E f E ! f E E E E E E E E E f❑ �+J�r E ol k E E E E S.Jt% E E E E E 3 E E E E E E f C E❑ E E E E ❑ i�� E E E E E E E E, 'l y E E t ,E •� d t• E E E E ❑ 6l k E ♦♦ � � � .- •'j : E �+SF E � � � - - 4 ��' �F` M�� �Z8 � E E �f, /�SQ15��� / / / ♦ \ ` '.' N ♦ \.�- ` >V�RS \ 1- ! r_ Q �" E f 0�{ Z, 5t, E g PLOVER �, A FLOOD �' � �� �G`Z` ♦ \ 17ps' Ri162.5, R104 9 ��Pi LANE 6= G3 AE BONE 5 \ ♦ - ` \ 26' MAIL RI�6 5' SIDEWALK SIGN r� � �\` C4 R1188.5 S�,Z yOG� �Cn — — — — — ♦ p 1 � ` ~� 10 x70 SIGHT TRIANGLE NIRS 51 �p�KER ♦ Cn ~� '� — — — �' 1MaE OBR0 ♦ - - � S 18024'20" W 336.88' NIBS STOP 10 x70 StGNT TR sub DMS10NISIGN BAR ' 32.94' R30' R30 -A ♦- _STOPPING SIGHT DISTANCE (425'}� �° r \Lp 100.00' RIVE STOP SIGN z - - - - _ _ _ _ _ _ RIVER RD (SR 1576) 28.04' ♦ \ , ' � l 100' PUBLIC R/W 100' PUBL3C R ♦ . / y�-1 4 ~ 6' MIN. �� N6,�in -z v ♦ ♦ \ - 38,99' 6' MIN. ,� - ' i0 r' 1? SHOULDER SH�W� n-A A ♦ ♦ J STD �n r I zC m �� corw rm T �Zr c DRIVEWAYS WITHIN 500' OF SITE ALONG SR 1576 (RIVER RD) & SIGHT DISTANCE SCALE: 1 "=50' z Y w u Y Y W� Y yr R/W do GRADE BREAK ~ Y Y Y F Y Y r LOT 3 Y Y Y Y V, Y _ Y Y 8' 8' 9.30' MINOR SUBDIVISION Y Y Y •. FOR NATHAN SANDERS �. 1 F A HALT) 1. M.B. 53, PGS. 118-119 ,� EX. EDGE OF ASPHALT 2" S9.56 0.8a o EX. EDGELINE ASPHALT I" EX. SLOPE 1•_1' `I661�i , ., Fly z FLOOD ZONE AE 9 _1, , ko X FLOOD zalE sHAoeD x Q 1 EX. 4' BICYCLE LANE 8" ABC STONE -_ -- -- -- -� 6' SHOULDER 2' (COMPACTED) 18" RCP -- -- -- -- -- -- - -- -- RW/MON - - S 59035'33" W 2$5.78' LAIRS 1.00' MIN. REQUIRED (TOP OF PIPE CLASS f PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, OR SALES _ RIVER RD (SR 1576) 100' PUBLIC R/W APPROX. LOCATION OF EX. DRIVEWAY _ TO SUBGRADE) O - 1.3e (AT EP ON N SIDE OF DRIVEWAY) - 1.53' (AT EP ON S SIDE OF DRIVEWAY) Y NOTE: CROSS SECTION APPLIES FROM EX. EDGE OF ASPHALT TO R/W. DRIVEWAY (ALEXANDRA LANE) AT SR 1576 (RIVER RD) CENTERLINE PROFILE & CROSS SECTION DETAIL NOT TO SCALE LOCATION OF EX. DRIVEWAY L zi ca ,- ¢W Q 1L �r co DRIVEWAYS WITHIN 500' OF SITE ALONG SR 1576 (RIVER RD) & SIGHT DISTANCE SCALE: 1 "=50' R/W & GRADE BREAK EX. EDGE OF ASPHALT EX. EDGELINE EX SLOPE 32.57' 2' S958 ASPHALT IF 06in) l EX. V BICYCLE LAME 8' ABC STONE (COMPACTED) 6' SHOULDER 2 EQUALIZER 1.00' MIN. REQUIRED (TOP OF PIPE PIPE, TO TOP OF ASPHALF) 18' RCP 1.37' (AT EP ON N SIDE OF DRIVEWAY) (ASS V) 1.44' (AT EP ON S 510E OF DRIVEWAY) NOTE: CROSS SECTION APPLIES FROM EX. EDGE OF ASPHALT TO R/W. DRIVEWAY (GOLDEN PLOVER LANE) AT SR 1576 (RIVER RD) CENTERLINE PROFILE & CROSS SECTION DETAIL NOT TO SCALE SIR 1576 (RIVER RD) -100' PUBLIC R/W -POSTED SPEED LIMIT = 45 MPH, DESIGN SPEED LIMIT 50 MPH -DISTANCE FROM EXISTING EDGE OF PAVEMENT TO R/W = 17.06' (MIN., VARIES) GRAPHIC SCALE 10 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. 1 I RFVISFB TA AM Clll VM TO f1RT"AY C NTMI INF PRARI F A• l77ARR SFf nnN AFfAII C 4-R-11 2 REVISED TO ADJUST UMWA UNEME 9-28-23 3 REMSED TO REMOVE NHW LINE. 10-27-23 REV NO. DESCRIFnON DATE -DISTANCE FROM EX. EDGE OF PAVEMENT TO EX. EDGE OF PAVEMENT = 28.04' MIN. (VARIES) REVISIONS -PROPERTY FRONTAGE = 2,227.44' (PHASE 3A = 642.88', PHASE 3B = 1,584.56') NOTE: SEE SHEETS 7-9 FOR TREES TO BE REMOVED WITHIN THE RIGHT—OF—WAY OF RIVER RD (S.R. 1576). NOTE WELL WETLANDS SHOWN ON THIS SHEET ARE WETLANDS AFTER PROPOSED PERMANENT IMPACTS (FILL) BASED ON WETLAND IMPACT PLAN. ADJACENT DRIVEWAYS SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DATE: 8-28-23 SCALE: 1 "=50' DRAWN: JCo MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD JBM Wn3ENGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmalpass@bizee.rr.com 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET No: 25 2020 SOUTH CHURCHILL DR Y&MINGTON, NC 284D3 PHONE: 910-763-2629 OF-37 TOWNHOUSE DRIVEWAY OR VEGETATED AREA BETWEEN DRIVEWAYS SLOPE TO PROPOSED GRADE HEADER CURB- \_6" (MIN.) ABC STONE (COMPACTED) L5" MONOLITHIC CONCRETE ISLAND (KEYED IN); COMPACTED SUBGRADE SEE SITE PLAN & ENLARGED GRADING PLAN FOR LOCATION OF 3' ISLAND CUT NOTES: 1. DRIVE AISLES ARE PRIVATE. 2. DRIVE AISLE CROSS SLOPES VARY NEAR DRIVE AISLE INTERSECTIONS, RIVER RD R/W, & DROP INLETS (SEE STORMWATER PLAN & ENLARGED GRADING PLAN FOR GRADES). TYPICAL PRIVATE DRIVE AISLE CROSS SECTION DETAIL WHERE TOWNHOUSE LOTS FRONT ON ONE SIDE WITH CONCRETE ISLAND NOT TO SCALE TOWNHOUSE DRIVEWAY OR VEGETATED AREA BETWEEN DRIVEWAYS 1 ' 12,- 1/4!: 1 (TYP-) HEADER CURB- �_-6" (MIN.) ABC STONE (COMPACTED) L-REVERSE COMPACTED SUBGRADE TYPE "A" NOTES: 1. DRIVE AISLES ARE PRIVATE. CURB 2. DRIVE AISLE CROSS SLOPES VARY NEAR DRIVE AISLE INTERSECTIONS & DROP INLETS (SEE STORMWATER PLAN & ENLARGED GRADING PLAN FOR GRADES). TYPICAL PRIVATE DRIVE AISLE CROSS SECTION DETAIL WHERE TOWNHOUSE LOTS FRONT ON ONE SIDE NOT TO SCALE 1 5" (MIN. TOWNHOUSE DRIVEWAY OR VEGETATED HALT TOWNHOUSE DRIVEWAY OR VEGETATED AREA BETWEEN DRIVEWAYS S9.5B AS AREA BETWEEN DRIVEWAYS 26' DRIVE AISLE 112' 12' 1' 1 1 /4":1' (TYP.) 1 /4°:1' (TYP.) 1, HEADER CURB 6" (MIN.) ABC STONE (COMPACTED) LHEADER CURB COMPACTED SUBGRADE NOTES: 1. DRIVE AISLES ARE PRIVATE. 2. DRIVE AISLE CROSS SLOPES VARY NEAR DRIVE AISLE INTERSECTIONS & DROP INLETS (SEE STORMWATER PLAN & ENLARGED GRADING PLAN FOR GRADES). TYPICAL PRIVATE DRIVE AISLE CROSS SECTION DETAIL WHERE TOWNHOUSE LOTS FRONT ON BOTH SIDES NOT TO SCALE mom lip -4 mov Li gi IN REVERSE- \--6" (MIN.) ABC STONE (COMPACTED) LREVERSE TYPE "A" CURB COMPACTED SUBGRADE TYPE "A" NOTES: 1. DRIVE AISLES ARE PRIVATE. CURB 2. DRIVE AISLE CROSS SLOPES VARY NEAR DRIVE AISLE INTERSECTIONS, RIVER RD R/W, & DROP INLETS (SEE STORMWATER PLAN & ENLARGED GRADING PLAN FOR GRADES). 3. CROSS SECTION DOES NOT APPLY TO TURNAROUND STUBS. TYPICAL PRIVATE DRIVE AISLE CROSS SECTION DETAIL WHERE NO TOWNHOUSE LOT FRONTS ON DRIVE AISLE NOT TO SCALE Ill �- -�-jlpjgglgrj : •- --�-• r r E&E m iq 1314 WE REVERSE- \-6" (MIN.) ABC STONE (COMPACTED) LREVERSE TYPE "A" CURB COMPACTED SUBGRADE TYPE "A" NOTES: 1. DRIVE AISLES ARE PRIVATE. CURS 2. SEE STORMWATER PLAN FOR GRADES. 3. CROSS SECTION APPLIES TO TURNAROUND STUBS ACROSS FROM LOTS A3 & 33. TYPICAL TURNAROUND STUB CROSS SECTION DETAIL NOT TO SCALE 22.5' 23.0' -I 10.0'(MIN.) LOT LINE-LLOT LINE-L 22.0' 22,0' 1.0' (PARTY WALL) o EXTERIOR INTERIOR o CDo TOWNHOUSE � TOWNHOUSE UNIT I UNIT 1 .18.0' ti .18A' ., 0 HEADER . CURB 0,5' NOTES: BETWEEN 1. TWO PARKING SPACES TO BE PROVIDED BTHER ON DRIVEWAY, IN GARAGE, LOT LINE OR COMBINATION THEREOF. 2 LOT LINE BETWEEN UNITS IS CENTER OF PARTY WALL & CURB TYPICAL TOWNHOUSE LOT DETAIL SCALE: 1 "=20' REVERSE TYPE "A., CURB a. .16 HEADER CURB DETAIL NOT TO SCALE I I I 0 0 0'-4.5' 1 /2" R GUTTER SHALL SLOPE AWAY 1" R AS SHOWN WHERE LABELED a = AS REVERSE TYPE "A" CURB a a ON SITE PLAN °a 1 1 /4" R ° 4 - ° CD a a. a A . p d 4 a 9 ,D a ° (o 4. a aQ °aQ. a 0'-0.75" STANDARD CURB SECTION TYPE "A" NOT TO SCALE REVERSE TYPE "A" CURB -BACK OF CURB r-BEGIN TRANSITION y LEDGE OF PAVEMENT CURB END TREATMENT DETAIL NOT TO SCALE 0�7/8"0 HOLES�� 12"� 12" 6.0' PLAN VIEW 6.0' I 1 11 �* -7/8"0 HOLES-�� FRONT VIEW 6" NOTES: 4" 1. WHEEL STOP CANNOT 1" 1" EXCEED 4" IN HEIGHT. 2. WHEEL STOPS MUST BE ANCHORED DOWN. 33 3. REBAR REINFORCING PER MANUFACTURER'S RECOMMENDATIONS. END VIEW CONCRETE WHEEL STOP DETAIL NOT TO SCALE BACK OF to HEADER BACK OF REVERSE o TYPE "A" CURB 3' ��-I I CURB EDGE OF PAVEMENT N PLAN VIEW TOP OF RE% TYPE "A" TOP OF iEADER �URB PROFILE VIEW CURB TRANSITION DETAIL NOT TO SCALE TM "D" CAP UNIT SEGMENTAL BLOCK UNIT DESIGN HEIGHT FINISHED GRADE STANDARD CONCRETE SIDEWALK DETAIL NOT TO SCALE RED BACKGROUND WHITE BORDER & WHITE TEXT STANDARD ALUMINUM SIGN NoP WHITE BACKGROUND FIRE LANE 18" & RED TEXT ATTACH SIGN TO POST Ta;=IN- RED BACKGROUND 12" & WHITE TEXT/ARROWS PARKING 7' MIN. FIRE U-CHANNEL SIGN POST LANE 1B' FINISHED GRADETAI ill #Ibl I�lI�l1�1r ENLARGED PICTURE OF SIGN NOTE: 2'-5' FROM EDGE OF SIGN TO FACE OF CURB. FIRE SIGN DETAIL NOT TO SCALE r 8" MIN. LOW PERMEABLE SOIL REINFORCED ` BACKFILL GEOGRID REINFORCEMENT GRID LENGTH / UNIT CORE FILL / RETAINED SOIL 4"0 PERT. PIPE (OUTLET THROUGH WALL) f r APPROX. EXCAVATION LINE LEVELING PAD NOTES: 1. THIS DETAIL IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY & SHALL NOT BE USED FOR CONSTRUCTION OF RETAINING WALL. 2. RETAINING WALL TO BE DESIGNED BY OTHERS. TYPICAL SEGMENTAL BLOCK RETAINING WALL DETAIL NOT TO SCALE DO "B/D" Kr . "A" A/D" Ly "A/D" Le "A/D" Kr "A" SOILS MAP 1 "=300' HP STORM TRENCH INSTALLATION DETAIL MIN- COVER TO MIN. COVER TO RIGID PAVEMENT, H FLEXIBLE PAVEMENT, H FINAL BACKFILL ir IN _ yr .r.�`• `1 INITIAL SPRINGLINE- ;:ti . BACKFILL TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS PIPE DIAM MIN, TRENCH WIDTH 12" 30" 300mm 762mm 15" 34" 375mm 864mm 18" 39" 450mm) 991 mm 24" 48" (600mm) (1219mm) 30" 56" (750mm) (1422mm) 36" 64" 900mm 1626mm 42" 72" 1050mm 1829mm 48" 80" 1200mm 2032mm 60' 96" 1500mm 2438mm HAUNCH TABLE 2, MINIMUM RECOMMENDED COVER BASED ON r> VEHICLE LOADING CONDITIONS 4" FOR 12"-24" PIPE BEDDING 6" FOR 30"-60" PIPE I MIN TRENCH WIDTH SUITABLE + {SEE TABLE) FOUNDATION NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION, SURFACE LIVE LOADING CONDITION HEAVY CONSTRUCTION PIPE DIAM, H-25 (75T AXLE LOAD) 12" - 48" 12" 48" (300mm - 1200mm) (305mm 1219mm 60" 24" 60" (150OTnm) (610mm) 1524mm * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONS TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ft RE PER THE LATEST VERSION OF A A STM D2321. CLASS IVB MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. PIPE DIA 12" 3- FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED (300mm) BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND 15. AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. (375mm) 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, 11, III, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR 18" (45pmm) MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING 24" THICKNESS SHALL BE 4" (100mm) FOR 12"-24" (300mm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30%60" (750mm-1500mm) (600mm) DIAMETER PIPE. THE MIDDLE 113 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV 30" MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF (750mm) A SOIL EXPERT- 36- {90pmm) 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, 11, 111, OR !V IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE 42" PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL (1050mm) BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED- PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. (1200mm) 60" 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM (1500mm) CLASS CLASS II CLASS [11 CLASS IV COMPACTED 95% 90% 85% 95% 90% 95% 41 28 21 16 20 16 16 (12.5m) (8.5m) (6.4m) (4.9m) (6.1m) (4.9m) (4.9m) 42 29 21 16 21 16 16 (12.8m) (8.8m) (6.4m) I (4.9m) (6.4m) (4.9m) (4.9m) 44 30 21 16 22 17 16 (13Am) (9.1m) (6.4m) (4-9m) (6-7m) (5.2m) (4.9m) 37 26 18 14 19 14 14 (11.3m) (7.9m) (5.5m) (4.3m) (5.8m) (4.3m) (4.3m) 39 27 19 14 19 15 14 (11-9m) (8-2m) (5-8m) (4.3m) (5.8m) (4.6m) (4.3m) 28 20 14 10 14 11 1O (8.5m) (6.1m) (4.3m) {3.Om) {4,3m) {3Am ) (3-0m) 30 21 14 10 15 11 10 (9.1 m) (6.4m) (4-3m) (3-0m) (4-6m) 1(3.4m) (3.0m) 29 20 14 9 14 11 10 10 (8.8m) (6-1m) (4-3m) (2-7m) (4.3m) (3.0m) (3.Om) 29 20 14 9 14 10 9 (8.8m) (6.1m) (4.3m) I (2.7m) I (4.3m) (3.0m) (2.7m) THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD APPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED. RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) OF ASSUMPTIONS: COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE OR TO TOP OF RIGID PAVEMENT- UNIT WEIGHT OF SOIL (ys) = 120 PCF 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. 6 REV. MAXIMUM COVER HEIGHTS RWD 01111/17 Ds ®zo1sA,ING REV. DESCRIPTION BY MM/DDlYY CHWD ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS °AN" "` JAB INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS '� 01129I09 PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL TRENCH INSTALLATION 4690 TRUEMAN BLVD RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO DETAIL (HP STORM) HILLIARD, OHIO 43626 Iluwl CONSTRUCTION- IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS ° ADVANCED DIRAINAGE SYSTEMS, INC. - NTS PROJECT. DRAWING NUMBER: STD-101 D '" 1 OF 1 CAST IRON GRATE AND FRAME a• 'd A . e. VARIES ° A • 'a •�d d B a d a ° P • '.� • . p} d,_ 'd.6 a .. • INSTALLATION VIEW FILL VOID SPACE WITH ACCEPTABLE GROUT MATERIAL STAINLESS STEEL TAKE-UP CLAMP (2 - PLACES) PIPE SIZE PIPE OD • "B" MIN. DISTANCE FROM PIPE INVERT ADS PRODUCT HOLE D TO STRUCTURE INVERT CODE 12" 14.5" 19.50" 3.7" 1202PS (300mm) (368mm) (495mm) (94mm) 15" 17.6" 23.00' 4.0" (375mm) (447mm) (584mm) (i02mm) 1502PS 18" 21.2" 26.50" 4.2" (450mm) (538mm) (673mm) (107mm) 1802PS 21" 24.8" 30.25" 4.5" (525mm) (630mm) (768mm) (114mm) 2102PS 24" 27.8" 33.25" 4.5" (600mm) (706mm) (645mm) (114mm) 2402PS 30" 35.1" 40.50" 5.2" (750mm) (892mm) (1029mm) (132mm) 3002PS 36" 41.1" 47.00" 5.5" (900mm) (1044mm) (1194mm) (140mm) 3602PS 42" 47.7" 53.00" 5.7" (1050mm) (1212mm) (1346mm) (145mm) 4202PS 48" 53.6" 59.00" 5.7" (1200mm) (1361mm) (1499mm) (145mm) 4802PS 60" 66.3' 72.00" 6,4' (1500mm) (1684mm) 1(1829mm) (163mm) 6002PS 12"-60" HP STORM WATERSTOP GROUTED MANHOLE CONNECTION (DUAL WALL) - HP STORM DUAL WALL PIPE (12" - 6W O) ENSURE BACKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED NOTES: DETAILED CONNECTION VIEW STAINLESS STEEL TAKE-UP CLAMP SCREWS WILL BE PLACED 180° FROM EACH OTHER STRUCTURE WALL 1--- NON -SHRINK PATCHING \ COMPOUND PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST ENSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN INSTALLATION GUIDE 1.05: WATERSTOP INSTALLATION 3 ADDED METRIC UNITS AND RENAMED TJR 01130f16 T 02015ADS.INC REV. DESCRPTION BY MMIDDNY I CHK'D ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS 12"-BD" HP STORM MIN' 4640TRUEMAN BLVD PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL GROUTED lYATBRSTOP HILLIARD, OHIO43026 REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS Lunul • PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DRAVUNG NUMEER: STD--20$A �= �ME I� DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. 1 ADDED FIRE SIGN DETAIL do WHEEL STOP DETAIL 9-5-23 2 EVI RSED M ADD RETAINING WALL DETAIL 10-27-23 REV NO. DESCRIPTION DATE REVISIONS DETAIL SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA JAB 4f3f09 1 OF 1 DATE: 8-28-23 SCALE: N.T.S. DRAWN: JCB MALPASS ENGINEERING & SURVEYING, P.G. CHECKED: 1134 SHIPYARD BOULEVARD JBM 1NILMINGTON, NORTH CAROLINA 28412 PROJECT NO: Phone 910-392-5243 Email: jeffmaipass0bizec.mcom 355 Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET N0:2 6 2020 SOUTH CHURCHILL DR WILMINGTON, NC 28403 PHONE: 910-763-2629 oF.37 VARIABLE DRIVEWAY WIDTH O S13 i� ,r O O CO FLArr SHOP ¢�< er - its rr �iY� 3t-6rr ¢ ¢�< E r�� 1 dEPRESSI01`! ~m idrr �G l��1`58'r Hit? mat? LL J ❑ r--t , ,r r rt '�'� I I cz !r ., I IL r--r LL _4 IL r -I DRIVEWAY PIPE DRIVEWAY PIPE O O w= 1- 7 1- 7�g I u F 0 o u)= TRAILING APPROACH II 1 .tee LLI LL � _ [.1j <'� LL DRIVEWAY PIPE TYPICAL SECTION J`-=�"zw cm � o � I H-=�Z� J¢-s~ZLEJ rr � CO p 1'' � � L*) 0 ' .� s ._._. _ - _ OC � ri ¢ GENERAL. NOTES: 0 � ©0 � EP< SL�oFE S 6-1 _©R_ F 1_q 0 toffi © I O 01 O en � ta7 R sL�P 6 �:1-1 >+ © I E-H CONCRETEUSE DR�CKRORUBLOCKRARE OPTIONAL WAICK FOR WALL LLTCONSTRUCTIONLMATERIAL BILL OF MATERIALLL_ ID z Brr MAX. 1 �- - ------- _-� � +r T---- ~- -~- � 1 $" MAC. W❑ � �I ' LU BAR BAR QTY. SIZE LENGTH WEIGHT r LU - ------ - i 3 , -- ------ - n �± = n INCLUDE ALL ADJUSTMENTS TO (WALL$ SLABS OR REINFORCING MATERIAL n ' JOINT SECTION - ail H I IN THE UNIT PRICE BID FOR EACH LiiI7. A a5 1 -2 9.7 A t $ Q ,S ; Q B A 'D� r rr r D I B 14 #5 5'-61r 8D.3 s FILLER s , W T 1 -4 1 -43/2 F'�- INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER. c 26 #4 i'-B" 28.7 - wsl, _ ram- CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM Y 14 95 6'-11 '+ 101.5 - - --- -- PLAN OF FAME � „ „ CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 A BARS TIED TO STEEL TOTAL WEIGHT 217.6 1 rr `,�" i Q- 1'-7'a" 1r-7~�$r' CAST IRON' TO THE REBAR MAT AND SET SO A MINIMUM OF 3 CONCRETE COVER IS I_ L Tb _I TB PIPE PIPE p� I LT6 I ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION. Cu. Y➢S. CLASS "AA!' CONC. 2.e TJ L Uj CD n �" PLr4N F {�R TING CU, YDS. BRICKIFT. HT. (S } 0.53 LII [c o[ t0 PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-B" IN DEPTH WITH CU. YDS. BRICKIFT. HT. 12" O.B4 CC n GROOVE INSTALLATION TONGUE INSTALLATION 0 M O r n O < Z STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66. O Z LL �-- 2 -31 CAST IRON LL ¢ U_ M SIDE VIEW O i3 SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS. PIPE 14 M r " T MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'. � ® 1 8tt Brr ,+ i�rr < 'rr CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH --1-1) --------i~-�LL ❑ OD SECTIONS 830, 832, 834 AND 840 OF THE, STANDARD SPECIFICATIONS.,LU 1 it .� r, 1 rr i n LLBW 1 t r O 3 r- 3 it 2r - 3 a 0©C D❑C 0 co _ , � �4 - - - - - - -}y� I 611 2 F-1 F_ 1 it u cc u �/S rr% rr rr n M IL ❑ :� t] T5 Te PIPE L W A- LU 8 ¢ L END VIEW CO rt :rr � rr �rr � � E-,., � f~f! U SECTION H - H I1wU PLAN VIEW ¢ _j LU 3r_r�,r _ , 2'-2rt I�- ¢ Q d o 21/$ t, - 2 �8 n � j co O � U. cr LL. 3r-1'j/a Cv ill , , 1!� rr CV CU .� w qi a END TREATMENT DIMENSIONS ISOMETRIC VIEW a � �4 © _ LL D L r`tj 3t_6tt .2r-6rr W TS TU Te A B W o 15" 71-6" 19" 411 411 611 17%11 20?8rr NOTES: CL +t 1 rr rr " rr " y n " 1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9" SECTION E - E SECTION F - F 18 9 -0 23 4 4 6 21 /4 25 EACH WAY AND MEET ALL REGUIREMENTS OF STD. SPEC. 310. 24" 12'-6r' 30" 4" Orr 6rr 271grr S2rr 2. CHAMFER ALL EXPOSED CORNERS". SHEET 1 OF 1 SHEET 1 OF 1 SHEET 2 OF 2 310.0? 840.16 846.34 Mp n GENERAL NOTES:- } 2' 4" AnCHOR 4' O" C11 CO FRAME AND GRATES MASONRY FRAME AND GRATES � CD 2 WEEP HOLES j- {- 1- 3 �� USE: cLAss "B" CONCRETE THROUGHOUT. ¢ o THREADED Q • - - - - - - _ ¢ PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" H = d='3 0 ANCHOR ANCHOR ANCHOR H t C C Ln = C7 I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 84D.66. LL J t-i L!- J L3 ' 2'_O,r 3' ©" LL J Q OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY CR4 BAR DOWELS AT v O' _ GRATE AND FRAME GRATE AND FRAME GRATE AND FRAME 1 " DIA. Q O = z Q OIL _ 12" CENTERS AS DIRECTED BY THE ENGINEER. cc i r� L1= ., Cr Z X LLI ¢ LL x W d LL 3" CAVITY V nAIP W C( LL = USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q WITH Y¢ ± � I _ � ❑ t3 APPROVES ❑ C'3 " 101 " " MORT -A JOINTS F V � ❑ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB ,--1 ¢ k-i WITH +- g DIA. MIN. ;15 DIA. s-I AS SHOWN ON ST➢. NO. 840.00. _ LL! CONCRETE EPDXY >-_ w MORTAR JOINTS WALL TIE WALL TIE (SEE GEN. NOTES) >- - - - -r - - - �- LL O J R R I K WALL {n LL ❑ J (SEE GEN. NOTES) @ 1 B" CTS. 8 16" CTS. V3 ~ LL O J CONSTRUCT WITH PIPE CROWNS MATCHING. � ❑ 1-'r ¢ MASONRY � p "< " „ a „ " � p z r ¢ I o CD cc PRECAST -:a Cbc� W SEE STANDARD DRAWING 840.25 FOR ATTACHMENT €1F FRAMES AND GRATES NOT SHOWN. WALL CONCRETE I Z � � z � � @ 8"fi" OTS. z INSTALL 2" WE:E;PHOLES A3 DIRECTED BY THE ENGINEER. r--r WALL rN „Bn BARS flax BAA ,.., INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A � ❑ r �E� @ 12 CTa. @ 12" CTS. LLLI ❑ POROUS FABRIC BAG OR %RAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. + � n 4" [R ' " "A" BAR 4" ' n CHAMFER ALL EXPOSED CORNERS 1". BRICK MASONRY CONCRETE PRECAST CONCRETE i 12" ICTS. 2 ra 12 CTs. DRAWING NOT TO SCALE. CONSTRUCTION CONSTRUCTION CONSTRUCTION '� •� •�•. PLAN = . �r.. WITH GRATE &FRAME REMOVED •,�••' .v •�-• •v •4'' v .v DETAIL SHOWING ANCHORAGE OF 2"• 2" • _j Uj L ,ir_5rr MIN. I B'-1" MIN. _ �... FRAME FOR GRATED DROP INLET �,¢ BRICK GCPING(INCIDENTAL) W � cc CC E- SECTION X-X -p SECTION Y-Y Li TOP ELEVATION _ © LL uj C W� B R I C A L 1 . i n n J/ S&TD. 840.16 FRAME a GRATEC:3 ...1 C'3 0 E1= z � DOTE : 2` 4x 4'.0" z f� ¢ I Grp A $rr $„ B 6 FOR #a BAR M ic o- CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL CONCRETE FHnMr: AND GRATES ����� E FRAME AND GRATES � � � Kt a OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. CONSTRUCTION < LL H ------ E1 o Q' �• •� $" x `n r " n ❑ CONCRETE ❑ , - 2'-D" y a acr- a O LL. 1 I ® CONSTRUCTION o❑ L� cc 2" o aLl �` tr ❑ W 2" _ w. '2" " "BAR 2" 4 CL 2" CQ c� I z LU _ 18 z W 4 `:' "BH BRIT & 12" CTS. Q 4 $� H 3 r, BRICK MASONRY ¢ F- '. p , • "F" EMS a 2" s 1z GTs. Z In DOWEL ~ DIA' n rr CONSTRUCTION F- LLI • LI] LU 4 4 "E" GARS Q �. in BEE N➢TE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE r -518rr DIA. 91b 3 rt co co_ ® 2" "B" LTS. • I?• „ v @ s s SECTION X-X SECTION Y-Y 4- DIA. DIA. C2 0 . � 2" 4' a" � W ❑ 2 fr O Z _ rr " n ca f ,r ¢ 13 12 CTS. "0" 6AR ¢ DIMENSIONS AND QUANTITIES FOR DROP INLET(BASEII ON MIN. HEIGHT, H) 1r' �- -1 H 2" • . q` .�' 0 12" CTS. •. • •a. • •q. 2" DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR �• h• p• p• U PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE �PIASONR ' ANCHOR CONCRETE ANCHOR PRECAST FRAME AND GRATE INSTALLATION Eci . ' ' r, „ . BOTTOM WALL PER F;R NORM�IL CRi)WN AND •� ..4 a D. • . 2r ^A" EAR 2x � LL � D A B H SLAB FT_ HT. r�"o"+='U■ c-M. R.C. rr DIA. BOLT WITH PLATE 3/�rr dIA. BENT BAR CONCRETE ANCHOR I '- " 0 12 crs. 5$" I LL 12" W-0" 2'-0" 2 -0" 0.222 n.222 y0.a92 0.015 0.026 rr SUPERELEVATED SECTIONS r� MAX. PIPE DIAMETER IS 18" R.C.P. MAX. PIPE DIAMETER IS 36" R.C.A. 15" 2-� D.s48 O.D2S D_O36$ DIA, BENT BAR 0.703 0.038 0.049 SECTION X-X CONCRETE ALT . NOTES, SECTION Y-Y 24" 3e Dn 0.$14 0.059 O.paS HORIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE 30" 3'-0" 2'-0" 3'-6° 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1 SHEET 1 OF 1 FIELD CONDITIONS R THISD/OR ALTERNATE DESIGN REQUIRE. SHEET 1 OF 2 ��qq s n Syr -MAXIMUM HEIGHT FOR THIS STRUCTURE 23 14'-0". �40 ■ 1 � 840. 25 -DEPTHAOF LL STEEL GRATE 1AILuSTmEN-rS AS LIREMURE DEEPER RECTED BY THE ESEAT EALDNa SHORT WALLS. 840 - 35 nr GENERAL NOTES: C)to 0 � Y MORTAR JOINTS 11" +I- _Pb" THICK. i- } v n F } ¢ 3 "B" OARS @ 11" CTS. 3 < USE CLASS "B" CONCRETE THROUCHDUT. Q < < F USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. W M L='� U I I � #`� H � = C-) USE #4 BAR DOWELS AT 12" CENTERS. LL J LL 1--1 N LL. J QL 1- 4 Z x K DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. ❑ � � � rJs � � � I PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W < U_ 2 W G- 2 ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.68. cc 9 H o �/ Q Cs N - -- - -r- - - - - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS J- _ ~ LLJ - /\ /t _ LLI OF SECTION 840 OF THE STANDARD SPECIFICATIONS. C13ALL J 4 r ' ' +g, Ei �- LL ❑ -I ! IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O 0 I¢ r rr rr O O CF.) iw4� AS SHOWN ON STD. NO. 840.00. . ) r m DOWEL C a . � FOR 8'-D" IN HEIGHT OR LESS, USE 8" WALL. OVER B'-O" IN HEIGHT, USE I- > I t L- N 12" WALL TO 8'-0" FROM TOP OF WALL AND B" WALL FOR THE REMAINING LU ❑ t i m LU n W-O". QUANTITES TO BE ADJUSTED ACCORDINGLY. ' ` - ' Y- I CONSTRUCT WITH PIPE CROWNS MATCHING. LL-1 Lj Lj L.1 LA L-1 PLANp SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. = FLAN OPTIONAL MANHOLE � �r_S�rr WITH COPING REMOVED DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO SEE GENERAL NOTES (WITHOUT TOP) TRAFFIC. FOR PLACEMENT AN➢ CHAMFER ALL EXPOSED CORNERS 1". STEEL INFORMATION HOOK ��2%2 7rrFOR MA.NHOSEE LEOCOVER$& FRAMEHOOK RADIUS HOOK x DRAWING NOT TO SCALE. BRICK MAY BE USED TO 0 � FINISH GRADE ADJUST FRAME K COVER ra LU .r BRICK COPING (INCIDENTAL) PLAN OF TOP SLAB rr rr TO SURFACE ELEVATION MAX. 1' tS ❑ M TOP ELEVATION Q Y BARS O ry � CONCRETE TOP SLAB � ,g � S7D. 840 . i s x n u„ n n n x" FRAME Ate RATE a 6 Y BARS � 11Ld crs. & BAR DIMENSIONS ARE OUT TO OUT B BARs 0 z M � e A B" �CL 11 -� fi21 g_ In W Bn B B,r I I L� - �,LLI CIS SEE NOTE I ❑ � - -+' � " z a. r) Z Ei o0 r 0 z EL. Z I #4 BAR _ ' . ,• z Q J 1nc)[- �' m �.$ w / STEPS - SEE h 'Q = v •• u� GENERAL NOTES w LV Ln _ 12" 1--[ REV NO. DESCRIPTION DATE O VAX_ PIPE THIS sacs - 1e" `D1 M :' N �� • REVISIONS SECTION X-X SECTION Y-gf `'•°"2r� '• PIPES SHOWN � 0 W 2 n SEE INSET "A" FOR ILLUSTRATION n H CO DATE: H 6" ¢ `� s " „ PURPOSES ONLY 4 � NCDOT DETAIL SHEET Q DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HE10T, H) ` I I t� r _j ,• - DOWEL C ❑ 8-14-23 w DIMENSIONS OF BOX & PIPE €2: 8'_$" ro „ „ a un x SEE NOTE = U. � ALEXAN D R A PLACE CUBIC YARDS CUBIC YARDS OE➢UCTTDNS FOR DOWEL I I INSET A H d y -' - - - � O AT SCALE: PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE ¢ N r- , BOTTOM WALL PER 797^1 I PLAN OF BOTTOM SLAB CONCRETE BLOCK � � � = �'' THE VILLAGE AT MOTT S LANDING, PHASE 3 N.T.S. D A B H MASONRY FOR C.S. R.C. SLAB FOOT HT. MQN_ HEIGHT. H FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN: LU 12" 3'-O" 2'-O'" 2'-D" 0.268 0.813 0.522 0.020 0.B32 NOTE 1 : CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK. ; � JCB = x r it AND SECTION "A" 12" THICK. - - - 13 2 _3 0.268 D.313 0.600 D.03i 0.047 Bel , „ NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A ',�� 1* � CHECKED: i6 2 _g 0.2fi8 D.373 O.s78 0.044 0.065 s _* �{ MALPASS ENGINEERING &SURVEYING, P.C. DESIGN WILL BE REQUIRED FOR APPROVAL. '- x� ✓X 1134 SHIPYARD BOULEVARD JBM m 24" 3'-O" 0.269 0.373 0.835 0.078 0.113 NOTE 3: USE SINGLE MAT REINFORCING STEEL; 1 '�'• r'� v v "Y"V BARS a 111d" `� . •e tc'a „" n ie WILMINGTON, NORTH CAROIJNA 28412 30" 3'-0" 2'-D" 3'-6" 0.268 0.313 0.997 0.122 0.170 SHEET 1 OF 1 EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU SHEET 1 OF 2 ,•rya>�' r 1H, y -'e PROJECT NO: CONCRETE BOTTOM SLAB OF HOOK BARS IN BASE SLAB. SECTION X-X zy Phone 970-392-5243 Email: jeffmalpess®bizec.rr.com 355 CD 840.1 S (WITH TOP) 840 ■ 34 8` A Z3. Fax 9io 392-52D3 Iicense No. C- 2320 '. •• C, _ DEVELOPER: AFTEW PROPERTIES, LLC -7 V �� �. r SHEET NO:2 o � �•. • •�. �;� t �� '� 2020 SOUTH CHRUCHILL DR WLMNG'� ►z c �'`� •o���� PHONE: 9 0 763-2629 37 ���EdEli3LL4��,� oF: o NOTES: CONTINUOUS LINES 10'-30'/SP SKIP LINE 2'-6'1SP MINI -SKIP LINE o cfj x RILL OF MATERIALS 1.4 INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. Fd[A F-1>- F- STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED t- g UNLESS OTHERWISED SHOO, USE 10'-30'1SP SKIPS FOR UNLESS OTHEAWrSED SHCWTN, US8 W-WISP MINI -SKIPS FOR � >- 4. STEPS SECTION Y-Y FOR DIMENSION � COMMON CONCRETE ALT. BRICK ALT. d� THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. �<� SKIP LANE LINES AND SKIP CENTER LINES. LANE LINE EXTEIN3IO49 THROUGH INTERSECTIONS, EDGE LIRE QQ� " [- EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS L- BAR SIZE LENGTH QUANTITY WEIGHT LENGTH QUANTITY WEIGHT H 0 C3 N CL 0 . EDGE LINE r U5ID FOR BICYCLE L"i= LINES. y Li U A `6-4 6 39.9 7 -7 B 47.7 LL _J O H LL 1 O �..� ", 10 30 LL 1 Q H Z - r f2 Z 4 /8' Z B #5 3 -4 16 59.3 3-4;"76 56.3 O Q c o w � YELLOW OR WHITE � � � to � #6 2 -S 14 -01- - _O_ I , r 0 S -0 9 -S 4 36.8 Uj < � I.L. = rr - � Q L'- = 0 4"}8" 2 6 LLJ Q' E LL Z E s 3 -0 2 2. s -D 1.0. S1.9 F tY _ 1 ¢ °� y YELLGiN OR WHITE i d �''x ® tO F #5 4-6 7. a-s 10 4a.7 )--Z� ]" - �FLL aLLI LANE LINE a C� 4"/$1r 03 Fa'�LLL] cl) LL Y REINF. STEEL TOTAL 'HEIGHT LOS. .B I= O I-•1 Q � � � O " Q Or/8n YELLOW OR WHITE � W � 9 NCRETE IN E CLA 'AA' 8IC YAR 0.66 0.66 CD � - A O cr) BETE IN WALLS CLASS AA CUBIC YARDS D.92 -0- I-•1'' _ 1--1 WHITE H CONCRETE N WALL B BI D- 0.38 F> n a% r } Y> FRAME AND CRATES x BRICK IN WALLS (CUBICYARD -a- 0.91 LL _ Q� 3'-3'!SP MINI -SKIP LINE 3'-97/SP MINI -SKIP LINE ao x(GUVIQYARD�l1.4 1.02 r LU LU 1 LU EJE TOTAL (UJBIC YARDS) 1 .4 1.93 CENTER LINE UNLESS OTHERWISED SHOWN, USE W-3'13F MINI -SKIPS FOR UNLESS OTHERWISED SHM, I USE W-9'18P MINI -SKIPS FOR d 0.14 n 4"/$" THE WHITE EDGE LINE ENTENSIONS AT HOUNDABOUTS. MINI -SKIP LANE LINES AND LINE EXTENSI03 THROUGH TAPERS. BRICK CUBIC YARDS IN WALL/FOOT OF HEIGHT -0- 0.34 1` LBS. OF REINF. 87EEL IN WALL FOO 4F HEIGHT 94.9 47.6 i+- PLAN SIDE YELLOW ELEVATION , 1 PLAN SIDE _ 3r 3, 3 9 "G" VERTICAL BARS _ (ELEVATION - N GORE LINE J 11 r � '�'--� � o ®-� 4"16" --J-f€ $ F HORIZONTAL BARS - 8 112 u ! STRAIGHT BADS ~ '- WHITE H 0 e /12 WHITE WHITE � � �, �� � � ���yy,,,d � � DIAGONAL LINE � PLAN $�fi "A^ & "D" BASE BARS, z f rl 1� Ir I J 12" 45 MPH OR HIGHER U z Ig 1 -0 CAST IRON CAST IRON 2 B" LESS THAN 45 MPH Z 0 LL] SEE SECTION Y-Y FOR "A" BARS n H H 1--1 Z LP SPACING AND COUNT j� 6 RADIUS LLI ELEVATION ELEVATION W YELLOW OR WHITE L 2" RADIUS 12° CONC. 2" RADIUS 9S BEND < Uj cc to LL 17' 6RICK d �r L=L rr d 0 a" CONC. d 1 16 0 CROSSWALK LINE 1 E d BASE BARS s BRICK w cc � s 8" TRANSVERSE � < 1 #F) BAR OR g 24" LONGITUDINAL Q CORNER BARS d � 1 n $�,r i�i� ri � GALv D. a � d WHITE d :® €i) GENERAL NOTES: z 0 p � rr �s r z � � z Uj o a -USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX. � d °y iLl tL -USE CLASS 'B' CONCRETE IN THE WALL CAVITY FOR REINFORCED cif" W o� BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE. = T \ _ RxR LINE 'LQ -CHAMFER ALL EXPOSED CONCRETE CORNERS 111. �' CL 0 > } � LLI x -USE FORMS TO CONSTRUCT THE BOTTOM SLAB. r-€ r z CL mz -IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION) m I POLYPROPYLENE 18" I"1 o� PROCEDURES SHOWN BY STD. DWG. 840.00. �- n PLAN SIDE PLASTIC iC WHITE ¢ 1 �a -PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN � � � �+-�- - ELEVATION SIDE d � � Q LIEU OF BRICK MASONRY CONSTRUCTION. Imo " I PLAN ELEVATION -INCLUDE REINFORCING STEEL COST IN THE UNIT OR V , - COMPOSITE 0 � LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE". U. STOP OR TRANSVERSE BAR I GENERAL NOTES: -REFERENCE STD. DWG. 840.25 FOR FWE ANCHORAGE. L t -CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK LL yr, I REINFORCING STEEL 1- USE 6" LANE, EDGE, ANT? CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES WILL BE PERMITTED. 12" �}'� 24" AS DIRECTED BY THE ENGINEER. -CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE ELEVATION NOTE: 2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL 8E AT LEAST TWICE THE WIDTH STANDARD SPECIFICATIONS. " WHITE PLAN 9F RASE -PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS #3 DEFORMED 12 DO NOT USE IN OF THE NORMAL LINE. SPACED 12" ON CENTER AS DIRECTED BY STD_ DWG. 840.66. STEEL ROD SANITARY SEWER MANHOLES. -FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. SHEET 2 OF 2 ELEVATION SHEET 1 OF 1 3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE. SHEET 1 OF 2 840.35 SEGTION A -A 840.66 1205. 01 GENERAL NOTES: TYPE I OBJECT MARKERS TYPE 2 OBJECT MARKERS co o THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: �CO) Top ,ti. - - BrE emirs 7 G3 84D,D4 84D.05 84D.14 640.15 84D,31 84D.32 840.34 QQ BH917LOBT7IDiH , ¢ ALTERNATES 1 $i 2 ALTERNATE 3 < O ' ! ! ! 1 ! , 1" MIN. 840.35, 840.36 AND 840.41. Z F 8EETm¢ 1 2" rra sFe NOTE ALTERNATE 1 ALTERNATE 2 INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE �-T C'3 " F-1 C'3 6/1 12,f 6" X 12" ,r CLR. (TYP) SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. OO CL '„'�� O p d = z 3.80r, a 1 MIN. * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. DC m SEE N3TE 7- f� � Sri r, " " � a � Z Z 1B X 1$ 18 X ]8 CG GLR.(TYP) OPTIONAL JOINT QETAILS * USE ASTM A615 GRADE 6D REINFORCING STEEL. USE ASTML A1064 U.1<<LL� i"Typ �� - rE�F�IE7 S wd�U-s a 4x4 W4xW4 Q WELDED WIRE FABRIC (WWF). d N U © I�-1 ,r THREE 3" MIN. DIA. U CC O #5 REBARS @ 12" * ' " F = h Z I,, i-- 3,50 3.75" YELLOW PRISMATIC I- w LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15 -0 . LLI LU L- i � WWF (LAP * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD CO ~ U- a 1 � F LL d 1 PLASTIC REFLECTORS �} c O c WWF 6" ON- CENTERS( (HORIZ. � Q I-1 < p� H Q 9.8D" a 0,-, p TO FABRIC} 8: VERT.) 1926.704. O Chi Oi.CK ELEVATION BIDE ROCK ELEVATION BACK ELEVATIN'A O to o a C/3 2 (USE WITH * ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED ~ ~ (D 3.75" z .> FRARTNG AND CRASS BRACING DETAILS > - 4' X 4' & LARCER UNLESS ALLOWED BY DETAIL IN PLANS. F Hi F H EL � CL d TYPE "F" SIGNS CO � d [�'q] [f�f O � f-! Of L/` Q • �, a o - DRAINAGE STRUCTURES PRECAST ALL ELEMENTS TO MEET ASTM C913. , LU LLI LLI TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE cl d d 1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25. iDP Tor NINE 3" MIN. DIA. PLAN VIEW OF RASE UNIT PROVIDE PRECAST STRUCTURES OVER 4 -0 IN DEPTH WITH " o YELLOW PRIStdATIG PLASTIC OM2-1 OM2-2 STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. REFLECTORS 6" 'L' OR 'W' ft,6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF -•-p^� SIDE SIDE 0M1 -1 REFLECTORS ON GRADE C WHITE GRADE C YELLOW v MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED. MWLDER'pe¢M1-K El9EmIENT REFLECTORS ON YELLOW BACKGROUND OM1 -3 AETROREFLEGTIVE SHEETING RETROREFLECTIVE SHEETING * SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT I DETAIL GRADE C YELLOW STANDARD SPECIFiCATiONS. '. TYPE "o" GIOH OM1 -2 RETROREFLECTIVE SHEETING 04 REBARS @ `` ¢ * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS � � a"TYP REFLECTORS ON SLACK BACKGROUND #4 REBARS La )> Br' CENTERS oD TO 6'-0" X W-O". 1= c � 9; HORIZONTAL AND VFRTTCAL CLEARA:YCFs o !� NorEs: S" CENTERS EACH WAY ,+ NOTES: LL r THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE D FRAME STRUCTURE 0 '" U 1- MATERIAL- .125" ALUMINUM PANEL. i- MATERIAL- .125" ALUMINUM PANEL. EACH WAY �' SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER � LOCATEDTIN HIRD IS GREATER. CO L TYAB "r. ma C7' co � a CENTER TYPICAL PRECAST * ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA H Ek%T 1" �"� TYPE 3 OBJECT MARKERS TYPE 4 OBJECT MARKERS ( END OF ROAD) z OF WALL TYPE "D" a "E" SIGN SACK-TIF-BACK H U) RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. � � � CRAS RRP.GING KUNT DWG. 840.34 FOR MANHOLE INSTALLATION. SD ALTERNATES 1 2 ALTERNATE 3 FRAMIhO AND CAO55 BRACE DETAILS V- ~ a- „ r, d = �. do � 12 x 3$ 12" X M" 12" X 3811 0 � ivaE •o• s,oH RALEIGH } � Ern1 K:f7I®IRATIGN TYPE 'D" a ^£• SIGNS PRECAST RISER PLAN d � IH FRAiIIHG AHD CR459 6RkCE DETATLS p .j S.80" LO WIDE SIDE OF CROSS BRACE GOES TO BACK OF SIGN UJ (� � , EAST EAST EAST EAST FOR COMBINATI�V TYPE "D" & "F&ISMS � � iiii Z rZ 3.80" C3- 2 #18 BARS EACH SIDE < ,>� .� � WIDE SIDE OF FLANGE TO g+LCK OF "F" SIGN p OF OPENING FULL SPAN - w LU Teas "E" SOON h4 70 7D 84 m 18" X i8" 18" X 18" C] _ z err �Lr" Z NOTES: 11 rr T 0 1 MIN. CLEAR MIN" MIN. �- < .,! � 4 � 1. ERECT TYPE "D" "E" AND "F" SIGNS ON FREFFAYS WITH THE NEAR EDGE OF THE SIGN 20 FT. � z � 1=11 I 3•$D" (- LU � T FROIA TkE TRAVEL LANE. EA£CT ALL OTHER "D°, "E", AN➢ F" SIGNS WITH THE NEAR E06E DF THE � � � Z SIGN AT THE EDGE OF THE SHOULDER BREAK (G FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FROM THE EDGE OF �- IL' OR 'W' + 2 WALLS 1 n MIN. C12") �. �--1 TRAVEL LANE(, OR As DIMt�iszONFD ON PLAN sHFETS. 3.S0" STEPS Q 2. ERECT TYPE "D". "E", AND "F" SIGNS WITH THE BOTTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABOVE THE EDGE C/) '•+ "� d OF THE TRAVEL LANE ON ROADS KITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. THE VERTICAL f.{ #4 REBARS '• d CLEARANCE IS 7 FT. WHERE REWIRED FOR PEDESTRIAN TRAFFIC ANU/GH PARKED VEHICLES. ..J " 4•x4 W4xW4W 0 a Q (7' CENTERS J _r •;��" •;��'• 3. THE VERTICAL DIMENSION HEi19EEN MOUNTING HOLE CENTERS ON ALL TYPES "D", "E", AND "F" SIGNS IS Q Ell I J WWF ( LAP OO . !�• ` �• ' �' d 3O" MAXIMA. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE Z I� Z � r U ti ' 1". " ONTO FIQi • ~,• . ±� :(y,~"• $.' •'• r a, ppler T{y� TYve •e• ettr� WHOLE INCH. EAIXi SIGN PANEL HAS A MINIMUM OF 2 BOLTS PER SUPPORT. LLI �q a: q ' ••Q: q •p: • q -�. mn 1 Lvj 4. ATTACH 5IGM Wl %a" HEX HEAD BOLT, NYLOM WASHER, SHIN, FLAT WASHER LOOK WASHER. HEX MT d/ NINE 3" MIN. DIA. 12 ¢ .•. " o• ' P. 4b93-L OMS-C OM3-R 45 13ARS � � � ' ,�•.•• •,�' ND BUCKLING OF THE SIGN WILL BE PERMITTED. SEE ASSEMBLY DETAIL SHEETR 2 OF B04.50. },w ° RED PRISMATIC o - - - - - - 1 OPENING 1 " #5 REBAR• P' :: =- P :: a' PLASTIC REFLECTORS CLEAR (SEE NOTES) CENTERS �•• t; - •Q ••• .•'•, •- 07 5. FURNISH AND INSTALL CROSS -BRACING AS SH" IN DETAIL. PAINT ENDS OF CROSS BRACES W1 APPROVED. ZINC PAINTDM4-1" .•e. INSTALL Parr AND CROSS-BRAGTNS WITH THE WIDE BIDE: OF THE FLANOE TOWARD THE BACK OF NOTES: REFLECTORS ON RED BACKGROUNDOM4-3 c q .LOCATE OPENING srcw{s] FOR caLTsrNanDN TYPE ^D" ANt7 "F" slKgNs.. p ; . a , p:.• 0 :: o •'• p• p• GRADE C RED AS REQUIRED w TYPICAL SECTION •a'• • • 1- GRADE D YELLOW RETROFLEGTIVE $HEFTING WITH ALTERNATING BLACK AND YELLOW STRIPES. OM4-2 RETROREFLECTIVE SHEETING 7. THE SHIELD HEIGHTS IN THESE ASSEI®LIF$ GAN NOT 6E LARGER THAN 24'. REFLECTORS ON BLACK BACKGROUND 611 (SEE NOTES) TOP SLAB _ Z • `• Q • 2- STRIPES SLOPE DOWNWARD AT 45 DEGREES TOWARD THE SIDE OF THE OBSTRUCTION WHICH 'Lr 6° TYPICAL SECTION ~ y B. IF SIGN AMINIMU O R4 r. MORE THAN TWO U O MREL SUPPORTS, THE SUPPORTS SHALL ➢E TRAFFIC IS TO PASS. p (� h p CD :F EET 1 OF 1 TYPICAL SIGN SHAPES AND MMI13 ATIONS PLACED A MINIMUM OF 4 FT. BETWEEN POSTS. NO MORE THAN TWO POSTS SNAIL FALL WITHIN 7 FT. SHEET 1 OF 2 NOTES: SHEET 1 OF 1 MIN. PLAN TOP SLAB "'IN- OF BASE UNIT ISOMETR C VIEW PATH, OR THE SIGN AS9EMDLY MUST BE PLACED BEHIND BARRIER PROTECTION. 3- MATERIAL-.125" ALUMINUM PANEL. ��,� ■ '��` ���,■ �� 1- MATERIAL- .125" ALUMINUM PANEL. 1264.01 SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE IF SPECIFIED. STATE USE OF SYSTEM ON COVER 4 Q (I.E.: SEINER, STORM DRAIN, ELECTRICAL) F z F » 5 CD c. 3619c 381, SIGN K-I C ) LL -1 CL ";z s0"x 301, SIGN ,r LL _j � T-•1 Z +t TOP OF COVER 5/16 HEX HEAD HOT DIPPED 00 U) _ [� 24"X 24" SIGN CC LU Q LL _ I 48'7C 48" SIGN GALVANIZED BOLT � U Ei= O H I 1$1, 1" Air 1- I -o - SIGN FACE 0 p C B B F E E .. �� I I i 51f E•- = F LEJ Cc LL O I T 15' ALUMINUM SHIM Cd3 F LL Q J 4 = d I - I NYLON WASHER3/8"(s 1`z" :x 3 l�" X 7�") 0 Cc F-1 I 1/16" THICK. 11 L. ____------- _-_I L- _I f-"U" CHANNEL POST E-H LU d I TYPE "E" SIGNS 15" r LLJ yy,�2 rr d r LOCK WASHER d r R. BACK OF SIGN r NUT BOTTOM OF COVER 1" R. 3 VALIDATION STICKER SUPPLIED BY SIGN PLANT ASSEMBLY DETAIL PLAN OF COVER tYC W vt „ z PLAN OF FRAME o LLI � --�� N z 20 0 LL- - " LL a„ +---� a' 1.b Z 0 I I 1 I I z 2r-ii rl MAXO' I I H I I MAX U. � 4" J j(50 LLI 1 `-10�8lr d !"at 311 - - - - - - 3" 1.5" "U" GMNN€L POST 0 _. ■,� ■_ ...�.�P P R P H S T8" 12" DIA. ROUND OR sauARE SMDOTH (MALL � � j■�] � ,� 12 W/2 HOLES DRILLED, CORED, FORMED OR AIR Z�.� 2 HAl�dEREll AND BACK FILLED WITH SOIL Z _ 'TYPE #1 a Q LL TYPE "D" SIGNS i POST Q W ` S rr v ,r r, 2" JOINT SFALER ' TYPE E AND F SIGNS �j Q n i s rr I _ 4 rf r REV NO. DESCRIPRON DATE Y� i� �wr REVISIONS 0 -- ISLAND _-_- H h 1 10�8 d= PAVE4iENT 1 :V Z DATE: t ALTERNATE z NCDOT DETAIL SHEET SECTION -B � ALEXANDRA PLACE CAL:: 3 � � NO. SUPPflRT3 4%1 2r_O rr \ r \ MINIMUM WEIGHTS - LBS. z 3 4 AT P .207W .145W 1071N THE VILLAGE AT MOTT'S LANDING, PHASE 3 N.T.S. gi/4" 7' \ FRAME - 18O R .586W 355Wi 262W DETAIL FOR INSTALLATION OF FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLING DRAWN: COVER - 120 CHANNEL POST IN CONCRETE SECTION A -A � TOTAL - 300 UNITS ON ATTACHED SHEET �1 JCB *MINIWM 4 FT_ BETWEEN CHANNEL POSTS 't' � d/ � MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1 }tiR E� � HOLE PUNCHING DETAIL *,a1i� � '�'':� • . � �°J,�' 1134 SHIPYARD BOULEVARD JBM �a 5"' WHMINGTON, NORTH CAROLINA 28412 PROJECT NO: SHEET 1 OF 1 SHEET 2 OF 2 114 .. � TYPE N2 840.54. AAI1f •� �!R •" g I> YJ� r Phone 910--392--5243 Email: jeffmalpass&bizec.rr.com 3J5 F V "! W Fax 910-392-5203 license No. C-2320 •. DEVELOPER: AFTEW PRDPERT#E5, LLC O SHEET N0:2 8 �✓ ., (`%*.` `` 2020 SOUTH CHRUCHILL DR P.\, HONE: 910-763--2629 37 OF: TYPE 1 OR TYPE 3 MARKERS FOR OBSTRUCTIONS WITHIN THE ROADWAY 4' MIN. SIGN TYPICAL APPLICATION OF TYPE 1 OR TYPE 3 OBJECT MARKERS IS THE DELINEATION OF SIGN SUPPORTS OR RAISED ISLANDS. TYPE 1 OBJECT MARKER SHOWN RAISED ISLAND TRAVELWAY TYPE 4 MARKERS FOR END OF ROADWAY 3 MARKERS MINIMUM 8' TYP. � 6' TYP, ITYPE 2 OR TYPE 3 MARKERS FOR OBSTRUCTIONS ADJACENT TO THE ROADWAY BRIDGE 4 t h � OVERHEAD BRIDGE TWO LAME ROADWAY • t HAZARD AREA a tr - t ► TYPICAL APPLICATIONS OF TYPE 2 OR TYPE 3 OBJECT MARKERS INCLUDES DELINEATION OF BRIDGE PIERS, ABUTMENTS, HANDRAILS, CULVERT HEADWALLS, NARROW SHOULDERS, DROP-OFFS, OR OTHER UNDESIRABLE CONDITIONS WHEN GUARDRAIL OR OTHER ROADSIDE PROTECTION IS NOT IN PLACE. D x w 12" 1'-41' 71-411 151` 1'-7" 71-71' 181` 1'-10" 7'-10" 24rr 21-6" 81-61r 30r' 3' -1 `r 90.1 rr 3611 3,-8r1 91-811 42" 41-5" 101_511 4S" 5r-0" 11r-Ol1 2"-3" S9.5B OR S9.5C SURFACE COURSE _EXISTING 1r-Q`rI 2`-Q" 7' U-CHANNEL POSTS (4.12 LB/FT) PAVEMENT TRAVELWAY TYPE 3 OBJECT 1s1ARKER MOUNTED ON U-POST E.O.T. 4' MIN. TRAVELWAY L N IN MEDIAN T NARIERIGN POST TRAVELWAY MEDIAN LEGEND F- OBJECT HARKER DIRECTION OF TRAFFIC FLOW 11" B25.013 OR B25.00 BASE COURSE EXISTING X 2'-fl" 1r-0"I PAVEMENT REPAIRS ON ROADS TO BE RESURFACED (PIPE IS PLACED UNDER EXISTING PAVEMENT) EXISTING 2 S9.5B OR S9.5C SURFACE COURSE 11" B25.013 OR B25.00 SASE COURSE -01 2,-1)" I X 21-11" 11'-0" EXISTING PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED (PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT) z o� d -cc Nz 1�4 C>0C7 Chow1-4 = � W CoI1-LL0_j C3 CID W F-H a A L 0 LL 1= 0 LL CIO � � d F-- C N 0 Lu cc ❑ LI M z a- L!1 Lu CL CA LU --I © CL O C3 LL 0 C� 554.01 1 REMSED TO ADD NCDOT STD 654.01. 9-28-23 REV N0. DESCRIPTION DATE REVISIONS NCDOT DETAIL SHEET ALEXANDRA PLACE AT THE VILLAGE AT MOTT'S LANDING, PHASE 3 FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DATE: 8-14-23 SCALE: N.T.S. DRAWN: JCD MALPASS ENGINEERING & SURVEYING, P.C. CHECKED: 1134 SHIPYARD BOULEVARD ism WILMINGTON, NORTH CAROLINA 28412 PROTECT NO: Phone 910-392-5243 Email: jeffmalpass@bizeG.rr.com Fax 910-392-5203 License No. C-2320 DEVELOPER: AFTEW PROPERTIES, LLC SHEET No:29 2020 SOUTH CHURCHILL DR W I-MINGTON, NC 28403 PHONE: 910-763-2629 OF: